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1310 CLEGG STREET (2)
PERMIT RECORD STREET ADDRESS: COUNTY ASSESSOR'S PARCEL NUMBER LOT SUBDIV. ZONING DIST.S FIRE ZONE OCCUP. OTHER: TYPE OF PERMIT PERMIT -NO. PLAN NO. DATE ISSUED OTHER REMARKS 'boo`I �199 �� 20o ILK Rer�� s — n il1'�17koo PERMIT DESIGNATION: B - BUILDING P - PLUMBING T - TRAILER E - ELECTRICAL U - USE PERMIT V - VARIANCE H - HEATING HM - HOUSE MOVING ' I-! .EASED CON-f'IZAC'CORS DECLARATION Page l of I r' I Permit to. Perform Work 'Y CITY OF PETALUMA COMMUNI PY DEVELOPMENT DEPARTMENT 11 ENGL:SH STREET IsP , PETALUMA. CA 949,12sJ' (707) 778-4302 Fax (707)'178-4498 f• I r \ ermit_Number: 20071199 Inspection Request: (707) 778-4479 LIChN'SI!D Cori r'R:\C'1'olo DF.Cf.,UL\ l Io.N Ih,roTAd;m)under oenultc ofperjury :hat ani li rn<,d under'he precisionsm i "wpla 9 (eti,r,mene'ng wvh :iced•. r. i 0G0) of Fri isior. 3 ,.I'the U nslnass null 'Pr!',fcsd:ms Corb::rad Inv license Is in full F roe and e118a. I,iaent:. No. _ _Clan _ I -Al, Uute.---.--- -_:.1 i )RKI.Mi COXPI NSA IION DLCLARA'I'ION I Iterr:t% alTimt Luldvi pe:tally nl i1 iury line of the ll) lowing :ieciarun ens: Lave nn6 will maiwain a certificate ofcli to 0:11'-in<nn• :f, wnrkr's Co l Vpcnia60lII as provided our by Silr.Lferi:i 700 of the Libor C.oA, htr Ihi perhO mauwt r f ii work I' f6ch thu'pencil is i-sued I ha ce'and w if maintain v,nrkem con 1pensati%: insurance. as required by Section 37Q0 ol'tlp; laboi I ale. for Inc perlbmune,: Of the work for Which Ihis p(m)it is isslucd. My workdis cumpcnsaion inburlmdd carer, policy number and expiration Aare nc: Carrier. __ Policy Na_ F:.ap.Uate _ _I eerlIl � In,,, it the per Vnntranee of the work for which this pemlil is issued, 1 shall no: rrnldpy anyper.,on in ant' manner so a; tic become subject 10 the workers :.o n1misation laws ofC di Roma. old agree hat if 1 should become subject ;a die worker8comnCnsmintl provisions of Section 371)u of the Ldbor Code. I shall foithet h cnmpi;v;xi:L thcsc prnvisiors or this pem)ir shall be deemed revoked. WARNING: FAILURE TO SECURE \\'ORKERS COMPENSA1 ION COVERAGE I.S UNLAWFUL, AN SIIAIJ, SUB IECT AND EMPLOYFR'10 C:RId IIN,U,t'ii'::11; 1'IES AND CI VII, CRN1Es UI' TO ONE IIUNDRED I1100SAND DOLLARS (deli llg01 IN Aftl)11ION TO THE COS 'I.OF CUM IIsESS \ I ION, DANI A\ ES AS Plit O\;1 DC,,D FOR IN SF C:I ION 3700 Oil "'Ili; LABOR (001'. INN R S'1. AND 1'I"I'ORNEV S I EL3. OWjr R-BUILDER DECIARA'I ION I I-; cbv uflino, under Pe'cal) )I per itry Ihal I am excinIn frown the Business and Pr-feiaioili sriv. Chupter 9,1)ivisior: 3. for;he I Blot% 1nE. reawna: r, ., nwnC n::he pt up coy. o• I n y em;lnyecs wi lL wages ;is Iheir sole compensation. u i!.`dv'Im .work and 1-c ,irmivre is no i-iIcuded or offert:d fn tale. ow^r of r^e prancrh. -m cecluvi,,av cans fact ng wI lh lionised nin+ractor: to •:-.raly I'el, 7 havt r.:rl This appncalinn alJ NOW that the inforntOliV if .:i%tn iS trot, I JnA<v11eZL i r epiapr' a', d• all (-dv or:Iinu:laes and `_laic laws Ld.iling In 1:: Id'ny ,.o a r6 a •t eel cotliarizi et r j,ar%,5 r.f;lie City Ina cr upnr. the afaPce o u.;i,rd pie; -.err, IN (r.>pceior puirpo:cs at cny lime, and I make Il:is Srale.,mit II A/ i?DOI'SV1A I ERIAIS elhnnrddns Meren.,i.. Indicate i-':rr 4.foulral uccapatl } will an• chrmicals. lu r� din': krt..lodge. thatrl-911n:'- Sri,-!, Code Sections 255.15, 255,13A 2e 34 •r, ,e •II ae fiinl; Jir, eaa)n. svcu. mod•r . ,,ailahlc t lot.., _ vn_—__-_ C.'QN "^'H UCI'IUN I L'NDI N(i :\GINCI' — rei ,.il-n,hzt hen i.t Ii..Intlnrna.nling agency for the perin:n:nee. or [he Air, Ini xr i n this pun ❑ ls<) d (kv,.tw 7 3097, Civil lode) rro ^Noun 1 uv:I' liar r hear. re4J ii,is applir,unp r•nd i:a•c Hat the atone uuf0nn:don is o; rrfcl. 6 rnj,: V with u'' Cily and Counuc drdurm ,"and Starr. 11w5 telaln�, h) building rr.tr.;;it4 o1llereir,:enhul-i rep-;seialiNeS n1' this aeenzv a -enter wpm the b••c;-error e. ici prep;:-; 'Or L.,rtIx:r.iio,) I ugrsu5 I (usher ugrcc to save., inden:r.i fy Snl' brill tin - ..a th,-i s p1 Neta tnla ag:'. is[ liauiluics;3udgmems. tas: and +i rn+ in an w'e. a-(':ir OgOin. ; the City in e: nS,O:llGlLe .the g uniing V. I ihi• >,i Ind " p:y nl u:,)enxcs I Ilk L'.i u g ®r nomey's lees Inca P nCCli or. thi:+ruch, -ill e. •,rk net f: hoed If, vi; Lae of his permit Inuit con loran m plans f all sp 'i-:?'I;na i,cd h) pile n 1 ne o. hi.,,iler ;ul,:arizcJ age- wish the Cily I In, P,:nml I(1'.t.1Pr son utwe upl,.n:al )!'any +,vlalion of file above -recited plc vision', our of any [tut -. ,4v ordinance Si�cn:ee: We: iJI:5 PF.11Al1'r S11,1LI. F:CPIIt F: 11Y Led111 A'I'ION' IP AU'I'l1URl%Ep \40RK is A'r y1' CONI V ENr F.I) tit, I'I.MIN Inh D.1% S I)F ISSUANCE OR IS '.I1n.NDONIrD 1:Q11 I8no 1%'nR;\IOFu. (PER CALIFORNIA 111JILDING COnE AND PIAALlidlA AlUNICIPAL CODIh. eseription or. Wor l:' :;crier Remodad, to ,;w Life Chnstian Fellowship Church. c.'fTERI.AND Dato Ap?ih)d: 09/ 131200? Date lsued: 11/2112007 Pormit T Building/Building/ ypo' Commercial/Tenart Improvement Address: 1310 CLEGG ST PETALUMA. CA 94952 No.: 137110015 NEW LIFE CHRISTIAN FELLOWSHIP 1310 CLEGG ST PETALUMA, CA 94954 765-0956 3000 CLEVELAND LANE SANTA ROSA, CA 95403 578-4525 3000 CLEVELAND AVE SANTA ROSA. CA 95403 578-4525 C 19290 uatior ^ $ 1,300,00).00 Fee Infer flatten: °. ofT, N Fee. Items J,,-,-Ear`"_ Amount 'fhhd Party Plan Checlk Fee (enter -,, - 4 r - 42184.08 1) Building Permit Fee (enter 1)' 1 95720.25 �redil Card Convenience Fee 54.6 $54.60 (enter $), Incremental Records Fee (enter 1 S7.7280.00 1) CSIFO! Oorni4e.rcial (e lfer tit 1.' :$195.00 M,ao6lnt-85xl1(each) -'20 247 S49.40 Mirroflin - Lg Plans I•Blue Punts $40.00 (each) Minen - Seismic Mapping by Stale $g1.00 (enter 1) 2EElan'Check Fee (enter l) 1 $1.008.04 Elecihca;-- Tenant Improvements 1 $1.344.05 (enter 11 Energy Conservation Fee (enter $1,344.05 Fir: Department Plan Check Fee + $1.680.06 T.I. Alteration (enter 11 Mechanical - Tenant q 3672.03 Improvements. (enter. 1) Plumblog - Tenant Improvemen s $LOOt3.04 (enter 1 ) Total IS23.6707. Payment Information: Date IRecnlpt N Amount 09/13(':0071J1 43 FM $2,238.68 1112l/2007 08.14 AM. !!423,6.10.60 21,431.92 Total THIRD PART' PLAN] CHECK BY CHUCK CITY OF PETALUMA PLANNING/BUILDING NOV 2 12007 PAID i LU;)$ cclL .run:%oni::Hurts/IirrmiIlilIJJX,Llill?fuse;action=PcIM!IPiin:i&N10D1.;= 1I'21/2U(17 RE0,111RED Lr-jyF.S- F-I hlo F SEF Ap.,DClNi,.I, I �L V, iFiEtrl , —I6N RE b R D ROMARVAS DATE I NA,IvF cu FICITING 12� - -- - ------- - 1 06)-U F,--R.G ROUND 104) CAISSONS/PIERS -ro1 "-9 105) SLAG REINFORCING l9a UNDERGROUN6, UTILITM s 110) MASONRY 109) RETAIMNG WALLS 177 El Pi.UMBING 1-1 ELFCTRICAL i45) ;.;YDQ.O"qlcs --- I I 116) WFELECTRICAL 117) U/FNIECHANICAL y/F PLUMBING 1 �19) IJ/r I-RAMINU '9) 1 WF INSULATION 1261 SmuR WALLS �!Ofk TNI Ft:FdOR-----M d��, FP '127) DIAPHRAGMS OF Dowms IH zc -L!QUo t�L.Fr IrICA! _12 ) ROUGH MECHANICAL 1- L2-41 RCII. ,N E'L11f1iE NE,--- 28) L LCiaFIRE SPRINKI-EWCLOISE-IN! ion 4,', FIREWALI.3 STUC-l-OiPLA'jTLF: -F- 1 30) TJl3iSH.0%VERPik%N 16' GUbFEf4DE-0C!:!l-fNG %OU-;: ELEC. LJ RCIUCH MFCH. 171) TEMPORARY ELECTRICAL I I 7F rl:iAPORARY GAS E EC Mir METER AUTHORZIATION 7 6N 51 GAS METER AL)THOR-7-ATI )-553 PRESSURE TEST J, (OUSE Ll YARD — --- --- F!RE IN3Prcr1or4 RECiLliR.F.17 DVE I PlIP.."d-Z E- ❑ qo I op, 5: P.r... I NS PECTION CALL778-4 3.s-'9 SWIMMING PCOLS T-94-PiiE-GUNITEIPcOL PIPING_ �-I—C',PRE-TECH 496i PRE-PLASTERIFENCF --- r----47761 _L _;- FIRL!IYF-AtTS;UNIEPGRrJLpi, ;' 77 3PRiNKLER:I,A; -7 Da/FooL EXCAVATIONIFPIN" � ANTI -ENTRAPMENT COVER 719ALARt04:Y,,7Lkq f VFFFT:,) J VT 7b0) NOOD 6DIICTSYZal UP FfNAPS ;02) SIGN FINAL FIRE 76; F.LErTRiC.A',- FINAL I trI.AtUVING MECHANICAL FINAL PLUMBING FINAL 199) PUILOING FINAL UaUC Wr4l"I'S VHER I OC-CVFANCY(13KTO0CCjp°5_., ROLLUD I.AOF C NO CITY OF PETALUMA `` WONTRACTOR ONLY PERMIT WORKSHEET 11 English Street Petaluma, CA 94952 flee: (707) 778.4302 Fax: (707) 778-4491 Permit # ( 1/ 3UR.DING ADDRESS 13)0 C GGG S SUBDMSION/LOT N PARCEL N 137—/l0-d/S� DWNER NAME EW L- ' H215T/An) �L�dw iPHONE7 S C)Mo c"'PHONE --,� DWNER MAIL ADDRESS 131 GGG 57 CITY t L (,� vu STATE �9y9.sy ARCHITECTfDESIGNER LICENSE NO. CITY BUSINESS LICENSE NO. PHONE JAWES A40 0,9LOSAA) C 19 250 �FNDIN6- 97&-`ls"'? MAIL ADDRESS N 0406L. n M CITY ?A ROSP STATE C► A ZIP 9Sv03 ENGINEER CR �c KREA�c'?Z LICENSE NO. 5 C 2 �- 10 CITY BUSINESS LICENSE NO. PHONE MAIL ADDRESS 4 I a G ' (%E7JU CITY ' N� ( STATE C ZIP 9S vd / CONTRACIO LICENSE NO. CITY BUSINESS LICENSE NO. PHONE MAIL ADDRESS CITY STATE ZIP BUILDING MECHANICAL 3 GRADING ❑ BLDG SURVEY ❑ DEMOLITION ❑ RE -ROOF ELECTRICAL PLUMBING ❑ SIGN ❑ MOVE BUILDING ❑ POOL ❑ FENCE ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ ACCESSORY BLD. ❑ RESIDENTAL ❑ ASF ❑ DSF ❑ DUPLEX ❑ APARTMENT ❑ CONDO ❑ COMMERCIAL ❑ ❑ ❑ ❑ I .r—_ BUILDING BLDG/42510 PLAN CHK PLANCK/42524 ENG PLAN CHK ENGPLCK142524 •� ') FIRE PIN CK FIREPC/42524 INCREMENTAL INCBLDG142514 CSIF/CSIFO CONSV/42520 ENERGY ENER/42522 ELECTRICAL ELEC/42511 . MECHANICAL MECIU42515 PLUMBING PLUNM42515 MICROFILM MICFLM/42523 L MINEN/MINER MINE/42521 CONVENIENCE FEE VISAMC/42640 ZONING FEE PLNFEFJ45250 VD•-0 FLOOR AREA (Sq. ft.) REMODEL FLOOR AREA (Sq. IL) VALUAI IVIN 1300a(30.0) ? GARAGE AREA (Sq. ft.) REMODEL GARAGE AREA (Sq. ft.) OCC STORIES 1 DECK AREA (Sq. fL) REMODEL DECK AREA (Sq. fL) GROUP TYPE BEDROOMS CBC NEC .2001 2002 PROPOSED WORK: T1y7r�'YZ d k p ew D t2 /'1s peg il-ilw s S/Buildmg/Pa aTm IwUPv hWor hm Gonv ONLY CONSTRUCTION LENDING AGENCY. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C) LENDER MAILING ADDRESS CITY STATE ZIP 1 hereby affirm under penalty of perjury that 1 am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. LICENSE STATELICENSE EXPIRE CLASS NUMBER DATE Per section 6.01.020 of the Petaluma Municipal Code, no person (as defined in section 6,01.010, Letter 1) shall engage in business in the city without first applying for and receiving an annual business tax certificate from the city and paying to the city tax collector a business tax described in Chapter 6 of the Petaluma Municipal Code. City Business Expiration License Date Hazardous Materials: Indicate if the intended occupancy will use chemicals. Initialing YES acknowledges that H & S Code Sections 25505, 25533 & 25534 as well as filing directions were made available to you. YES NO WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a cemficate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number: Exp: (*This section need not be completed if the permit is for one hundred dollars ($100) or less.) I certify that in the performance of the work for which this pernut is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to workers' compensation provisions of Section 3700 of the Labor Code,1 shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ON E HUNDRED THOUSAND DOLLARS (S 100,000), 1N ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR COE, INTEREST AND ATTORNEY'S FEES. 1 certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building, construction, and hereby authorize representatives of this agency to enter upon the above - mentioned property for inspection purposes. 1 (we) further agree to save, indemnify and keep harmless the City of Petaluma against liabilities, judgments, costs and expenses which may in any way accrue against said city in consequence of the granting of this permit and will pay all expenses including attorney's fees in connection therewith. All work performed by virtue of this permit must conform to plans and specifications and application filed by the owner or his authorized agent with the Building Inspection Division. This permit does not constitute approval of any violation of the above recited provisions, nor of any state or city ordinance. Signature Print Nan SIB. Mm&m.c h Ta I tfp nd Ww4shm Contx�v ONLY (2) y City of Petaluma, California MEMORANDUM Fire Prevention Bureau, 11 English Street, Petaluma, CA 94952 (707) 778-4389, Fax (707) 776-3642 DATE: November 2, 2007 TO: Cliff Kendall, Chief Building Official FROM: Stuart Blakesley, Plans Examiner ' SUBJECT: 1310 Clegg St #2007-1199 This is a conditional approval based on the requirements below being completed prior to occupancy: • This business requires an annual fire department permit for Assembly. The permit fee of $170.00 is due prior to occupancy approval and or operation. This plan has been reviewed with the information supplied; subsequent plan submittal for review may be subject to additional requirements as plans are revised. If you have any questions regarding these requirements, please feel free to contact this office at 707-778-4389. 1:\Development Review Comments\Fire Mamhahl310 Clegg St - bldg condtWoc Associates October 16, 2007 0 Corrections . Plan Check Revisions Larry Miyano • Jeff Kennedy• Bud Malmanis • Eric Kreager • John Cook MKM File & 072042 STRUCTURAL CALCUL4T/ONS MKM matwTMANAGER. Eric Kreager for. . New Life Christian Fellowship Phase 1 1310 Clegg Street Petaluma, CA TASLE OF CONTENTS DesignCriteria ............................................... :.............................. 1-4 Cates/Analysis (in -plane) ................ .......................................... 5-8E Latera/Analysis (out -of -plane & Drags)....................................9-24 Floor&Foundation Ca/cs...................................... '< (E) PanelAna4sis.................................................. Truss Dewgn Hoop Support Design Program Ou 051016070H.DOC 441 College Avenue • Santa Fsa, 19", 10/16/2007 r.tiJJ/�iF l!f•" L V. These plans have been reviewed and are found to be in general conformance with tie uniform codes and ordinances as adopted by the jurisdiction. Plan • EmQ info@mkmassociates.com // -5-v% Date 441 College Avenue • Santa Rosa, CA g5401 • (707)578-8185 New Life Christian Fellowship Phase 1 ASSOC 1 KA 1310 Clegg Street Petaluma, CA DESIGN CRITERIA CALIFORNIA BUILDING CODE 2007 EDITION VERTICAL LOADS Dead Roof (tar ) 14 psf Roof ( ) psf Floor (wood ) 12 psf Floor ( ) psf Deck ( ) psf Exterior Walls (6" conc ) 75 psf Exterior Walls ( ) psf Interior Walls (gyp ) 10 psf LATERAL LOADS Job C 072042 Date 08/28/07 PE PM CH I EKq of 1 Live 20 100 Wind: Speed - 85 mph Exposure C End Zone Pressure (h = 22 15.0 psf Interior Zone Pressure (h = 22 ' 10.0 psf For Earthquake Criteria, see page 2. SOIL REPORT Soil Engineer: PJC & Associates Title: Proposed Remodel of Yardbirds Building 1310 Clegg .Street, Petaluma, CA File M 3570.01 Dated: May 27, 2007 psf psf psf psf psf 3002A-06I03 R I i -Mal", lowpoo I (G-16 structulal'engineering Site Location Address city State Zip Seismic Values R = <4.00. Sa = _ "'"s1 00 Ss S, _ <0 600 Site Class "; D Fa = 1.00 Fv = 1.50 SMs = 1.500 SMi = 0.900 SoS = 1.000 So, = 0.600 Rp = 2:50 - ap= 250 SEISMIC COEFFICIENT CALCULATOR CBC 2007 To = 0.12 seconds Ts = 0.60 seconds x = ;. 0.75 , , no units Ta = 0.20 seconds k = 1.00 no units h = 22 D0 =° _ ft CT = 0.02, no units Equivalent Lateral -Force Procedure V=Cs'W 0.25 p = 1.30 V=Cs*W*p 1 0.33 441 College Avenue • San a Rosa, CA 95401 • (707)578-81 e5 • Fax:(707)57e-7153 Job4 p PA&sSociates Date 07/99 PE MKM n777y / of SHEAR WALL CAPACITY GUIDE Allowable Type Sheathinq/Nailing Shear 'Special Notes A6 318" or 15/32" / 8d at 6" ox 260 plf 11. Use 3x minimum studs or blocking at A4 3/8" or 15/32" / 8d at 4" o.c. 350 plf sheathing joints. Stagger nails at A3 3/8" or 15132" / 8d at 3" o.c. 490 pit sheathing edges typical. 'Note 11 12. Provide 3x minimum mudsill. 0 3/8" or 15/32" / 8d at 2" o.c. 600 plf 13. Nailing applies to all studs, top & bottom 'Note 11 plates and blocking. Provide blocking at ® 3/8" or 15/32" each side / 8d 980 plf jgints when height to length ratio at 3" D.C. 'Notes 11 & 12 exceeds 1.5:1. B6 15/32" / 10d at 6" D.C. 310 plf Use 5d cooler or gypsum board nails at O 15/32" / 10d at 4" D.C. 'Note 11 460 plf 112" gypsum board. Increase nail size to 63 :15/32" / 10d at 3" o.c. 'Note 11 600 plf 6d at 5/8" gypsum board. B2 srR✓L i 15/32" / 10d at 2" o.c. 'Notes 11 & 00 plf 12 B2. 5tta�c 1 15l32" each side! 10d at 3" D.C. plf . es 'Notes 11 & 12 -1990 6 303 siding / 8d at 6" o.c. 180 plf I 0 303 siding / 8d at 3" D.C. 350 plf O A3 B3 0 Note: For & G7 1/2" gypboard / 5d at 7" (cooler or decrease all bolt values by 50% or specify wallboard nails) `Note 13 special note 12. Wind 100 plf Earthquake 50 plf Anchor Sill Parallel Anchor Bolt Spacing (PLF) Bolt Plate Bolt Value/+33% 16" 24" 32" 4'- 5'4" 6'-0•2 2X 620/825 618 412 309 206 155 137 1/2" 3X 730/971 728 485 - 364 243 182 162 4X 730/971 728 485 . 364 243 182 162 2X 890/1184 888 592 444 296 222 197 5/81, 3X 1140%1516 1137 758 569 379 284 253 4X 1140/1516 1137 758 569 379 294 253 2X 1220/1623 1217 811 608 406 304 270 3/4" 3X 1480/1968 1476 984 738 492 369 328 4X 1640/2181 1636 1091 818 545 409 364 3009-97-01/03 DEAD LOADS: ROOF (FLAT) Label Type Dead Load (psf) Roofing J5 ply and gravel 6.5 Plywood -Framing .5/8", • 1.8 @ 24"o.c. 2,x6.. 1.1 Purlins @ 8'- 0"O.C. 4x14 1.2 Insulation R19'Batts 05 Sheet Rock none Fire Sprinklers I Miscellaneous + beams 1 9 L-7T�Otaupsf) 14A FLOOR --Label Type Dead Load (psf) Flooring - c I arp-eti,,,;,,, 2.0 Overlay none 0.0 Plywood -,23/32'!, 2.3 Framing @ ... . . . ... 14'S,.TJI!230'6f:TJI-360- 2.5 16"o.c Insulation -,"p. 0.8 Sheet Rock 2.8 Fire Sprinklers t-11H .1 0�0 Miscellaneous Total (psf) 12.0 91 EXTERIOR WALLS Label I Type 77TDead Load Wall Type I," ?��,,6,ticoncrete -.75 Total (psq = 75.0 T N O O N N � � o N m N L A R, ❑ a L �1 O 11 N LL U C C C C to N L � U a> � J d N � Z _ R Ild 441 College Avenue • Santa Rasa. CA 95401- 7A,ssocjates WindDesign3 Story Max Section 6.5 ASCE 7-05 Method 2-Analytical Procedure A Section 6.2 ASCE 7-05 Mean roof height less then least horizontal dimension -does quilify for low rise building T= 0.20 - 4.9 C,= A02.-., BUILDING IS RIGID - METHOD 2 OK h roof maan h 2nd - t2.2, = 0 _ ,. Roof Pitch V (mph) _ ys;;85,"is Kd=0 85 a Exposure= , ' C l" Ka= 1.0M, Classification Ericlosed Wind Pressures at each level Interior Zone End Zone Element wall roof side Total (psf) wall roof Total (psf) Roof level & half of 2nd floor walls 10.0 -4.6 0.0 10.0 15.0 -7.8 15.0 End Zones "a" Least Horiz Dimension ft) 12.11,;gr,s..; 2a (ft) = 11.2 VP.LV ES ARE r.Gs5 7HArJ SiISr/� I C. WIND 1>0E5 NoT CorJ_100t--Sc15M1L Co NTR01-5 cN6cK v.r1No F00- _ZZr AT @NO Cow14A(ZE. V--el N S�ISv� 1L —J KEca• of (0."7jC(75)(1-2)4- �6��( TJ C, :. 2-17 jk� > 165 rtf V E t a a q O: C O N N 17 O O {+I dl Q r r p {p d N N Q C N N q d O y Er- 01 d q J C r N m 1p p d 6 O N p N N O O d q L ❑ N N d m O N 0 O� In 0 t q OO O Oi', 1 0 0 OO 0 NW Nm QOiPIP a � a 0 JY❑ tc! y cr'ir a m +N. O J ` Q ID Q t0 e- N O O UJ N NNE- Nr N W OYy N r vio olca O F J W F- 4 O n b N n J.J — A O. G O L 16 N N O N r O O � N N 0 p' Omf o M o o 0 D O ci U Z O q L U 3 m O ox n uNi,m�o rn�n r to vi 0 ❑ W J 8� G 3 O J N O r 0 0 q O 0 O 0 J .JN 3 c oo0o U' L D rn ���• = C J OI N O Q Of0 .. N W10 IO J G 3 C 0 0 0 •fj. O OO O d d ID N p D iA O' �O O J7,nt I In T O N N 1p O dim K c ✓` q �• `� O t7 O) O � N O 0 0 Qa 0 0 K J N + t. W Z 1i O �. ❑ �.. a+i e x r a- '$ cao C L J O O O O , y, <, W Z Z Z Z W W t .J ' - gypTO m o`333=3�333333 0` 1 fl -0♦ µi'� la 0 Q N O m pp OI O t7 17 N� t'1 1�1 N C f J W o O n o e a v m 1O Wq 0 c Ih fG 0 1A Q Oi O r [V J W Z O f 00 q n Q O 0 0 0 0 0 0 0 0 0 N( O m 0 0 0 0 0 0 0 0 0 0.D Q J v ❑ 3 n J 0 7 g 1S W d Y O m N O V Q N N N O p T O O S O N � rmr tG Q Q O r N N � q J f0 u! a O 0 W Q' J N O. O O O O O O m Op N N tp N (O O N N tD O r O 0 O 0 O LL K U N O a mom o m o O O LL y d \QS C S 00 O a"V m O.O q L N N •- m .- N N N O. O N Q f9 Z d c o 0 q N r' yd 4 W Z J ❑ 0 N 0 NW W 0 r 0 0 0 0 0 U O N LL N� (7 O i N Ey G) r PN yy N ad �L 10 Sv =O L 9p n� ?O L .O ] � 3 3 t3 3 � �m n U) CO � O bNL tv W W W W W W Z..Z Z Z Z•.., Z 1H uj '-w 0 c c E �2 E 0 0 0 0 0. to J'Pxrt iN IN gP 0 . �w m1p; t"o . . . . . ! , " WIN" 1�7 U)w U) U) . Iny . . . . . . . . . . . to: T! O OQ �2 N D A2 LE2 E 2 'nap CL 0 @20 -om w mi . . . . . . . . . . . W 4 Amy R ............ VZ ................. w: ....................... '7L it too, MA gj,! CL o as jUK2 , ot ;2 0 .2 COD 0 F structurMengineering IAP�APPA(,AA- I)SVU✓CTfo../ ANACYSis : 5vL3} L 4- O.Isg�en fi ��ab yet *x A,:- chord area = (Z) # 5 GARS 'A- b : Dlp fmrze�(-r'N L. t o TYl ; (0-V4,) evi = NAIL- Drfo(zMAT/olJ Din) * Gt - 35c oo Ib/in Job 0 Date PE 8 b Zb O.(Ozinz 'VIA 3 der f� aE v = NAY- sAFha 7 `{83P4 _ 5('f83)(10- 0. 178it a- i (3sQpO� .r 0.188 L e„ - 0. 3,87 aiE ff�S�VOT � I structural engineering Gkk5A9 u- Tz: •fL.6CTi 0� ANS I S : Job # Date PE 3 1.6X10b .35000 0.75 ( I,) (0- 02) „ - o. 013 v Op LI.owem O Ozoo)Oz)) t nA&L - ) „ o. O o `( 1,(pf(o(- (7,5.1) (_`I f (Zoo(lo) = 0•3yiJ, `�Sooa 6.-75 (10)(6.02 - 0.15 IE ioTR�L 8 = 0.-zp +0.51 « a-- 0.`l2" (.8Z Rem C V • structural engineering Job 0 Date PE LA0\ (v Z �Zr !/ o,I . -fb NSF I(,-'OoD 5AC7pav Arc- 'To 2E-510- II CV'ZETf C ISn..tC WOOD 2.1. Story -to -story wall heights shall not ex- ceed 12 feet (3658 tam). 2.2. Diaphragms shall not be designed to trans- mit lateral forces by rotation and shall not cantilever past the outermost supporting shear wall. 2.3. Combined deflections of diaphragms and shear walls shall not permit story drift of supported masonry or concrete walls to ex- ceed the limit of Section 12.12.1 in ASCE 7. 2.4. Wood structural panel sheathing in dia- phragms shall have unsupported edges blocked. Wood structural panel sheathing for both stories of shear walls shall have unsupported edges blocked and, for the lower story, shall have a minimum thick- ness of 151rz inch (11.9 mm). 2.5. There shall be no out -of -plane horizontal offsets between the first and second stories of wood structural panel shear walls. 2305.1.6 Wood members insisting seismic forces from nonstructural concrete or masonry. Wood members shall be permitted to resist horizontal seismic forces from nonstructural concrete, masonry veneer or concrete floors. 2305.1.7 Additional requirements, (DSA-SS &.OSHPD 1, 2 and 41 The following limitations shall apply: 1. Straight -sheathed horizontal lumber diaphragms are notpermitted. 2. Gypsum -based sheathing shear walls and poriland cement plaster shear walls are not permitted 3. Shear wall foundation anchor ball washers (refer to Section 4.3.6.4.3 of the SDPWS) shall conform with the requirements'of Section 2305.3.11. 4. The engineering analysis shall include a statement in- dicating whether. the lateral -force -resisting system has been designed in accordance with Section 2305, or in accordance with the AF&PA SDPWS and the limitations of this code. 2305.2 Design of wood diaphragms. 2305.2.1 General. Wood diaphragms are permitted to be used to resist horizontal forces provided the deflection in the. plane of the diaphragm, as determined by calculations, tests or analogies drawn therefrom, does not exceed the permissi- ble deflection of attached distributing or resisting elements. .Connections shall extend into the diaphragm a sufficient distance to develop the force transferred into the diaphragm. 2305.2.2 Deflection. Permissible deflection shall be that deflection up to which the diaphragm and any attached dis- tributing or resisting element will maintain its structural integrity under design load conditions, such that the resist- ing element will continue to support design loads without danger to occupants of the structure. Calculations for dia- phragm deflection shall account for the usual bending and shear components as well as any other factors, such as and deformation, which will contribute to deflection. 0 The deflection (A) of a blocked wood structural panel dia- phragm uniformly nailed throughout is permitted to be cal- culated by using the following equation. If not uniformly nailed, the constant 0.188 (For Sl: '/ibn) in the third term must be modified accordingly. A 8EA6+4Gt+0388Le.+F��bX) (Equation23-1) For SI: A = 0.052vP + vL + Le + F(A j) EAb 4Gt 1627 2b where: A = Area of chord cross section, in square inches (mm'). b = Diaphragm width, in feet (mm). E = Elastic modulus of chords, in pounds per square inch (N/mm'). e. = Nail or staple deformation, in inches (mm) [see Table 2305.2.2(1)]. Gt = Panel rigidity through the thickness, in pounds per inch (N/mm) of panel width or depth [see Ta- ble 2305.2.2(2)]. L = Diaphragm length, in feet (mm). v = Maximum shear due to design loads in the direc- tion under consideration, in pounds.,per linear foot (plf) (N/rum). A = The calculated deflection, in inches (mm). E(A,X) = Sum of individual chord -splice slip values on both sides of the diaphragm, each multiplied by its distance to the nearest support. TABLE 2305.2.2(1) ea VALUES (Inches) FOR USE IN CALCULATING DIAPHRAGM DEFLECTION DUE TO FASTENER SLIP (Structural 1) -d ' LOAD PER FASTENER DESIGNATIONS° FASTENER` (pounds) 0d ad 10d 14-Ge staple a 21nchea long 60 0.01 0.00 0.00 0.011 80 0.02 0.01 0.01 0.018 100 0.03 0.01 0.01 0.028 120 0.04 0.02 0.01 0.04 140 0.06 - 0.03 0.02 0.053 160 0.10 0.04 0.02 0.068 180 - 0.05 0.03 - 200 - 0.07 0.47 - 220 0.09 0.06 - 240 - - 0.07 - For SI: 1 inch = 25.4 tam. 1 foot = 304.8 tam, I pound = 4.448 N. a. Inmease ee values 20 percent for plywood grades other than Structural 1. b. Nail values apply to common wire nails or staples identified. c. Load per fastener = maximum shear per foot divided by the number of fas- teners per foot at interior panel edges. . d. Decrease ea values 50 percent for seasoned lumber (moisture Content < 19 potent). O N 310 2007 CALIFORNIA BUILDING CODE WOOD �E TABLE 2305.2.2(2) 4 VALUES OF Gf FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS PANEL TYPE SPAN RATING VALUES OF Gf (IlYin. panel depth or width) OTHER STRUCTURALI 3-ply Plywood 4-ply Plywood 5-ply Plywood' OSB 3-ply Plywood 4-ply Plywood 5-ply Plywood° OSB 24/0 25,000 32,500 37,500 77,500 32,500 42,500 41,500 77,500 24/16 27,000 35,000 40,500 83,500 35,000 45,500 44,500 83,500 Sheathing 32/16 27,000 35,000 40,500 83,500 35,000 45,500 44,500 83,500 40120 28,500 37,000 43,000 88,500 37,000 48,000 47,500 88,500 48/24 31,000 40,500 46,500 96,000 1 40,500 52,500 51,000 96,000 16'o.c. 27,000 35,000 40,500 83,500 35,000 45,500 44,500 83,500 20 o.c. 28,000 36,500 42,000 87,000 36,500 47,500 46,000 87,000 Single Floor 24 o.c. 30.000 39,000 45,000 93,000 39.000 50,500 49,500 93,000 32 o.c. 36.000 47,000 54,000 110,000 47,000 61,000 59,500 110,000 48 o.c. 50,500 65,500 76,000 155,000 65,500 85,000 i 83,500 155,000 OTHER STRUCTURALI Thickness ,in.) A -A, A-C Marine All Other Grades A -A, A-C Marine All Other Grades 1/4 24,000 31,000 24,000 31,000 31,000 31,000 11/32 25,500 33,000 25,500 33,000 33,000 33,000 3/s 26,000 34,000 26,000 1 34,000 34,000 34,000 1562 38,000 49,500 38,000 49,500 49,500 49,500 1/2 38,500 50,000 38,500 50,000 50,000 50,000 Sanded 19/32 49.E 63,500 49,000 63,500 63,500 63,500 Plywood 5/8 49,500 64,500 49,500 64,500 64,500 64,500 v/32 50,500 65,500 50,500 65,500 65,500 65,500 3/4 51,000 66,500 51,000 66,500 66,500 66,500 1/8 52,500 68,500 52,500 68,500 68,500 68,500 1 73,500 95,500 73,500 95,500 95,500 95,500 11/, 75,000 97,500 75,000 97,500 97,500 97.500 For Sl: 1 inch = 25.4 mm. 1 pound/inch = 0.1751 N/mm. a. Appfies to plywood with five or more layers; for five-ply/three-layer plywood, use values for four ply. I\ � 2007 CALIFORNIA BUILDING CODE 311 Anchor Design at Wall Purlins Variable Value units a, = 1.5 N. = 1,:08 C. _ . 0:44 1p = 1:0 rr RP = 3.0 H, _,22.0 ft Parapet Height =2al`Z ft WP =75:0 psf Anchors acin ft Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 (ASD) Anchor Reaction (Ibs) 5332 (USD) Anchor Reaction (Ibs) 7465 Holdown Results Allowable Load Ibs 5550 Notes: 1) Fp must be greater than or equal to 3 0 plf (ASD) and 420 (USD) 2) Anchorage elements must have an Rt = 3.0 and an ap = 1.5 3) For the design of the concrete wall - qee table 16-0 Holdowns OK! - RNA Hptoh -, WN!=Rpm It02A- l5 Mt5 ��kGfJ� f fgov lOF (2) ND`R Fpalc� ir�rJ (c-) Comae. (,-a .. �-� Dale Ns�sociates PE Anchor Design at Wall Purlins -e-W zoo? Variable Value units Hr=:. 220>' �: z ft Para et Height = :. 2 0 ft WP = `. 75.0.` ., psf Anchorspacing = 8 0 ft Fp USD (0.8Sds ' 1) 0.80 Fp ASD (0.8' Sds' 1) " 0.7 0.56 (USD) Anchor Reaction (Ibs) 6158 (ASD) Anchor Reaction (Ibs) 4399 �< 5 3 s 2 # (C p c zc )O l ) OALt6INA-(. pIZ--SIG/V FO2 A(-1 —3)8 - 05 - 0-5. z ANC►(D(L (,opfl/N[, - EMBFpDVH6r�T a ��� RAF DETA" I l.. 17/5Q 5 � I 0 0 l3.$" I d 675 F4714 as _ A N� y! N46� p� Ye1:, NY&J ) tJ��E N I` j ^JN` /-1 Nco P12036c.7eD CONC(ZETF- fAtLUfZT OF A '-1N4C.JE- ^/%/-C l04z N� Wl'k'i 15. cALC. 3E AS 764♦` 3pss£ OF jNF Rec lILtn+6A2 G+F-OMET2tL Ftc,ljoe—E T"AT R-E5Uc-TS Corti Qp-OTfaC�r1 r 4. 7HE FAtc,v(ZE S URFp<£ "OjTwA4Z_D f•5 hef 2►"(I i.5') = \ZS3.S�.,2 = ,ANC Arco - c l�ei�Z = `1(i.5"�Z = (SZinz = FgErTED PAtLu AKCHOrC n 1 I/ 1 I. S Nb = CUNc2ETE (3R6i�tt0�( br•pcTy(= Kc icl.- „ef CAST 1r4 PLAC F . K, : 1-7 - PosT lr• vrKuf. 1 _ I.O 2N ' �ISTIy`i��E To cc-NT¢ot,o �'4)N Zf+�N 1 OF TFNSIorJ e- A,vC-<Co L GcouP Job 0 Date PE Of of �s cb Z$ 3. 5 ( ). o) o) (l7 4000 � ( y.5) 5 19Zo 15.Ol$7K (0'� = 0.75(0.-7) ASo I�i•`131 �� ?5�(0.7� = g� FAuTO (L :. 8. q Vc �> 4.4 K (,2� NOCop O- eK/ g=o`'o-�• W EMBEDDED ANCHOR CALCULATION (PURLIN) N t �f 1 iq CONSTANTS` Type: „syt VALUE UNIT 1 f t 60000, psi 2 085. p, r4Nt� 3 4 f c . 4000psi 5 d 5/8 in Yx f # F ';" ���`�' ' .r �� of Y'. W apryry 6 ASD factor 1 "4 ' special 3 t3Vk 1 7 inspection 2.0 multiplier „ LR li �J atY �YI� 8 total A.B. 2 VARIABLES. ]' E �d ,li Eed-K�^� i4nS �uY "Y'4 9d yii ::ITV h "k 6 _`1 r faf ifu e ,,uv,RI{q+1s VALUE UNIT yYq irclS'��WSguYi �tl�'��Ih"k�L4�P Ae 0.226 2 in`: Anchor 2 4.0 in embedment 3 AP 95 in 2 i 1 � _ _ y.. .�iy-' �._ i..• -.-1 5wa 1 . -h Id t _...h x .rl'..r ' i;-5"S i'� r, rh:`: Bolt Capacity (steel strength) PISS = 12204 Ibs Total Bolt Capacity (steel strength) PSS = 24408 Ibs Embedment Capacity (concrete strength) �Pc = 7296 Ibs GP� ON M M p, H .41-Jel ^� N M o I717 !I I L I M T o ri � o _ o � o o i � I Y Y en N N G `+ P 3 N N \ I — � - .� L 1 � 1 V V V lJ V V l'J � � O v TIT 11 )L I I�1 13 `! I rd O 7 1Z 3� S n n r— M � Y P Y S� � I N r - -- -- 16. b c o Ie4 SJ (30 1 A Px (244 v 11 ■ LA XT� Y J ^J. W W Z Z N Vy ----- ------ --- �/ e E 3 ..,9r !1 a. cane. n...... m,,. �... cn axm• nmu.aa,u . r..:rons..-nb PE qp MAIN ROOF DIAPHRAGM ANALYSIS NORTHISOUTH I TYPICAL DIAPHRAGM ZONES Zone 2x 1 410.00 10d @ 3-1/2 II 385.00 10d @ 4 III 290.00 10d @ 6 IV 270.00 8d to 6 Chord Analysis Roof Level Uniform Load at Diaphragm LSD (pit) v"ic 862 idth (fl)*. 52 U-=-; I Moment (k-fl) 1223.6 Aspect Ratio Ratio OK! As required in' 0:06 �,� .,» if5j-' ,-q? 1 Slope 6.82 Gricillne Shear (ASD) Depth From Internet 25.6 25.6 25.6 Zone IV Depth (it) Intercept ft Zone I de Ih (fl Zone II depth ft Zone III depth (11 dghe. " r gt76U7: 25.6 0.0 0.0 0.0 25.6 Depth From 26.4 26.4 26.4 Intercept Zone IV Depth (ft) Roof Level Diaphragm Width (fl) _s` 4$10�-'' Diaphragm Depth ft 1 5 0 Chord Analysis Uniform Load at Diaphragm USD (plf) Moment Tu (kips) 3.1 Chord Reber Selected I Total required Aspect Ratio ° 0 43„„ Ratio OKI As required (in') 0.06 r 46_{*: +-+„ .: 1 Slope 6.54 Gndline Shear (ASD) Depth From Intercept 27.5 27.5 27.5 Zone IV Depth (ft) Intercept (ft) Zone I depth ft Zone II depth ft Zane III depth ft 180--T1j- 27.5 0.0 0.0 0.0 27.5 Depth From Intercept 20.5 20.5 20.5 Zone IV Depth (ft) Interce t ft Zone I depth(ft) Zone II depth ft Zone III depth ft 1,314 ; 20.5 0.0 0.0 0.0 20.5 Ratio OK! Chord Analysis Roof Level Uniform Load at Diaphragm USD (plf) `�,,' 105fi ' Diaphragm Width (h) I - ^1➢40 •; Moment (k.fl) 1427.6 Diaphragm Depth (N) Aspect Ratio :1 95 0�a---. fl1 ; -- Tu (kips) As r uiretl in' 15.0 0.28 Chord Reber Selected - ; Total required Slope 6.67 Griciline Shear (ASD) Depth From Intercept 43.4 43.4 40.5 Zone IV Depth (fl) Intercept (ft) Zone I depth (ft) Zone II depth (tt) Zone III depth (ft) 43.4 0.0 0.0 2.9 40.5 Depth From Intercept 59.8 45.1 42.0 Zone IV Depth (ft) Intercept IN) Zone I depth (ft) Zone II depth (fl) Zone III depth (ft) 60.6 0.8 14.8 3.1 42.0 TH6sa Alz£ 7NE LOCATIo^JS NEB./ CooE VALVES 0 F "(H E p I APy4 2hc, rti u P(, 2aDE S ACE (CEp u c er-> F,eo 0--- i �ie ol_n ConE vPL"�5 -7 ViQ0wGv02- / TNe 0016r-J/+C. QGC>ILPJ 15 c,"le,EAdATI✓F & 4vl(,L, ¢FV-t^Ir/� MAIN ROOF DIAPHRAGM ANALYSIS EASTIWEST "—�A TYPICAL DIAPHRAGM ZONES v Zone 2x 1 410.00 10d @ 3-1/2 II 385.00 10d @ 4 III 290.00 10d @ 6 IV 270.00 8d @ 6 Chord Analysis Roof Level Uniforrn.Loadat =1423' Diaphra m LSD (I. Diaphragm Width (ft) BB''0 ;r:4 Moment (k-ft) 1377.8 Dia hra m De th ft P 9 P () ' 2 4D ' Tu (kips) 6.8 Chord Rebar;�re;u,,ed tal ..tee-t �., ra..{•w Selected Aspect Ratio Ratio OK! As required inz) 0.13z`_ Slope 4.67 Gridline Shear (ASD) Depth From Intercept 46.0 46.0 46.0 Zone IV Depth (ft) Intercept ft Zone I de th ft Zone 11 de th fl Zone Ill depth ft 3.5 LEFT ,�2�5`. 46.0 0.0 0.0 0.0 46.0 Depth From Intercept 42.0 42.0 42.0 Zone IV Depth (ft) Intercept ft Zone I de th ft ft Zone II depth Zone III de th ft 7 RIGHT :'496,,.-u 42.0 0.0 0.0 0.0 42.0 16 Subdiaphragm Design SD1 Variable Value units ap = 1.50 N, - lp =- Rp = 3.00 Parapet Height = _ ;2:0, ft Wp = <`75 00 pst Subdiaphragm Depth 8 ft Subdiaphragm Width 8 ft Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 USD Subdiaphragm Reaction (Ibs) 3173 ASD Subdiaphragm Reaction (Ibs) 2266 USD Subdiaphragm Shear (Ibs) 397 ASD Subdiaphragm Shear (Ibs) 283 Nailing Results Allowable Shear (plf) 10d @ 4"o.c. at boundary edes and continuous panel edes and To.c. at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) (2) w r - 5550 Anchor Bolt Size in Ledger (inn) Anchor Spacing (in) 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap=1.5 and Rp=3.0 A7- fF e7 \ cTOfi— J—oi)5v5.1.0.7 i 0-5;(o < 0•(�8 //Or-0 DF-St r rd 15 L0r45GZVMtV6 i/0 .v. shear ok! Holdowns OKI -Ta115 (S 1,(P!G1CL 1 5v3n1I.4Pr!��r- 0�516�5 _ db Subdiaphragm Design SD2 Variable Value units ap Na 0.1 R, = 3.00 Hr = ft Parapet Height = Wr= ----7500 :' psf Subdiaphragm Depth 24 ft Subdiaphragm Width 24 ft Sheathing Thickness 112" shlg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 USD Subdiaphragm Reaction (Ibs) 9518 ASD Subdiaphragm Reaction (Ibs) 6798 USD Subdiaphragm Shear (Ibs) 397 ASD Subdiaphragm Shear (Ibs) 283 Nailing Results Allowable Shear (plf) -10d @ 4"o.c. at boundary edes and continuous panel edes and 6"o.c. at other panel edges with 3x minimum framing everywhere 430 Holdown Results Allowable Load (Ibs) 14920 Anchor Bolt Size in Ledger (in) Anchor Spacing (in) 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap = 1.5 and Rp = 3.0 shear okl Holdowns OKI III Subdiaphragm Design SD3 Variable Value units a,= 1.50 N. _ f08 - Rp = 3.00 Parapet Height - C2 0' ft Wp .psi Subdiaphragm Depth 48 ft Subdiaphragm Width 48 ft Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 i USD Subdiaphragm Reaction (Ibs) 19036 ASD Subdiaphragm Reaction (Ibs) 13597 USD Subdiaphragm Shear (Ibs) 397 ASD Subdiaphra m Shear (Ibs) 283 Nailing Results Allowable Shear (plf) 10d.@ 4b.c. at boundary edes and continuous panel edes and 6"o.c. at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) Anchor Boll Size in Ledger (in) Anchor Spacing (in) 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap = 1.5 and Rp = 3.0 shear okl Subdiaphragm Design SD4 Variable Value units ap= 1.50 N. C, Rp = 3.00 ft Parapet Height = - i2 0 + it Wpi ZS'00 r ; '.. r psf Subdiaphragm Depth 24 it Subdiaphragm Width a it Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 USD SubdiaphragmReaction (Ibs) 3173 ASD Subdiaphragm Reaction (Ibs) 2266 USD Subdiaphragm Shear Ibs) 132 ASD Subdiaphragm Shear (Ibs) 94 41� A.:h.�i. �a. P' f rtY f�_�V .il5flri.. �^hY`� � 44.n •-tl j .-.�V�"f/ ly i.j Nailing Results Allowable Shear (plf) 10d @ 4"o.c. at boundary edes and continuous panel edes and 6b.c. at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) 1� + Anchor Bolt Size in Ledger (in) Anchor Spacing (in) r ry , r4; t'_A m 48.0 . Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap=1.5 and Rp=3.0 Shear ok! Iq Subdiaphragm Design SD5 Variable Value units ap= 1.50 N. 1i08 C. _ 0:44- Ip- 1.06 - Rp = 3.00 H - ft Parapet Height= 3.0 ` ' ft Subdiaphragm Depth 24 it Subdiaphragm Width 47 ft Sheathing Thickness 1l2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 .v � i. �a _t✓ �a USD Subdiaphragm Reaction (Ibs) 10938 ASD Subdiaphragm Reaction (Ibs) 7813 USD Subdiaphragm Shear (Ibs) 456 ASD Subdiaphragm Shear (Ibs) 326 `V ,Nailing Results Allowable Shear (plo 10d @ 4b.c.-at boundary edes and continuous panel edes and 6b.c, at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) Anchor Bolt Size in Ledger (in) Anchor Spacing (in) i 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap = 1.5 and Rip = 3.0 shear okl ZD Subdiaphragm Design SD6 Variable Value units ap= 1.50 N, "'iYw' C. - `0:44 - IP 1.00 Rp = 3.00 H, 2200 ,r' ft Parapet Height- "2!0 ft Wp =75.00" psf Subdiaphragm Depth 72 ft Subdiaphragm Width 101 ft Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 • � F n a� USD Subdiaphragm Reaction (Ibs) 40054 ASD Subdiaphragm Reaction (Ibs) 28610 USD Subdiaphragm Shear (Ibs) 556 ASD Subdiaphra m Shear (Ibs) 397 Nailing Results Allowable Shear (plf) 10d @ 2-1I2b.c. at boundary edes and continuous panel edes and 4"o.c. at other panel edges with 3x minimum framing at panel edges and 2x framing elsewhere 575 Holdown Results Allowable Load (Ibs) w Anchor Boll Size in Ledger (in) Anchor Spacing (in) t, 40.2 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap=1.5 and Rp=3.0 shear ok! ZI Subdiaphragm Design SD7 Variable Value units ao= 1.50 N.-°TAB C. _ - '. 0.44 - Rp H - ,'22 00 ft Parapet Height = -' '2i0- - - . R Wp=75.00. psf Subdiaphragm Depth 48 it Subdiaphragm Width 52 It Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 "r USD Subdiaphragm Reaction (Ibs) 20622 ASD Subdiaphragm Reaction (Ibs) 14730 USD Subdiaphragm Shear (Ibs) 430 ASD Subdiaphra m Shear (Ibs) 307 Nailing Results Allowable Shear (plf) 10d @ 4"o:c. at boundary edes and continuous panel edes and 6 o.c. at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) Anchor Bolt Size in Ledger (in) Anchor Spacing (in) :. 5%8.� 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2). ap = 1.5 and Rp = 3.0 shear ok! 7-Z COLLECTOR FORCE ANALYSIS Gridline Location D.2 Level Roof Units Total Lateral Force : 62T kips Shear Wall Shear 921.67 plf Diaphragm Shear 670.31 plf Shear Wall and Diaphragm Shear -251.36 plf Max Drag = 9551.85 Ibs location 0.00 ft Wall Length Inputs Distance ft D = diaphragm, S = Shear Wall Drag Load Ibs Location on Line ft 0.00 D 0.00 0.0 " 7.00 :D 4692 7.0 4"00 S 3687 11.0 -.4 00 S 2681 15.0 4.00 $ :a 1676 19.0 4 00 S 670 23.0 4.00-_S ° -335 27.0 10 00 S -2849 37.0 9:00 - D 3184 46.0 "9T50 ; '' D 9552 55-5 5'00 5 7038 65.5 5 00 S. 5781 70.5 %500 :S- 4525 75.5 ..5 00 S 3268 80.5 5.00- S 2011 85.5 5M S. 754 90.5 3.00 . S 0 93.5 • y F - f `q 1 IJei 23 COLLECTOR FORCE ANALYSIS Gridline Location . 3.5 Level Roof Units Total Lateral Force ' ;68.2 kips Shear Wall Shear 723.42 plf Diaphragm Shear 360.75 plf Shear Wall and Diaphragm Shear -362.67 plf Max Drag = 16963.30 Ibs location 44.25 ft Wall Length Inputs Distance (ft) D = dia hra m, S = Shear Wall Drag Load Ibs Location on Line ft 0.00 ',D {;; 0.00 0.0 8.60 :D 2886 8.0 :8.00 D 5772 16.0 4.25 D .', ". 7305 20.3 " 00 "''' 8 "D ' ' _ 10191 28.3 -rub 13077 36.3 8.00 15963 44.3 -2.25 15147 46.5 S 12246 54.5 �= 9345 62.5 Bt00 a `S „a: 6443 70.5 S 3542 78.5 ':':•1�00 J "' "S `n 3179 79.5 7900 • D ".. ;. 5705 86.5 13z00 ". %S 990 99.5 2+00 - ,>, D 1711 101.5 41 00 : ,S - 261 105.5 2 00 ' `„" • s D i .. ` a 982 107.5 4.00 `' 1 S ' r -468 111.5 D Ii 253 113.5 %.7,4 00, "` - S F 1198 117.5 "r 4 00+ _;, ;, Lp s S -476 1927 119.5 123.5 .32 00 :`:' ` 'D -1205 125.5 ='* 4 00_ -2656 129.5 2 00 h . D �`_ -1934 131.5 4 00 a •- $ �;3 -3385 135.5 2 00 ;. , . . =r D a y -2664 137.5 4 00 "` ` S i -4114 141.5 2100 w ¢ =,D 3393 143.5 -4843 147.5 '200.rr1Z,4122 149.5 4.00 d._ 4 -5573 153.5 �- 2 00 ' '. a '"'`D ",;;" 4851 155.5 -'1000 r,.:- S G 8478 165.5 8 00 'D "'' 5592 173.5 -2706 181.5 7-q COLLECTOR FORCE ANALYSIS Gridline Location ' -D.2 Level Mezzanine Units Total Lateral Force ." 73:2'• kips Shear Wall Shear 1180.43 plf Diaphragm Shear 841.23 plf Shear Wall and Dia hra9m Shear -339.20 plf Max Drag = 6444.88 Ibs location 19.00 ft Wall Length Inputs Distance ft D = dia hra m, S = Shear Wall DragLoad Ibs) Location on Line ft 0.00 °S "- '-0.00 0.0 „14 00 .- . ;S :: ,Y , , -4749 14.0 )2.00 S .. , -6445 19.0 12 00 r . : • D - 3650 31.0 17 S ! _ -2117 48.0 6 50' `_ D E: , "'. 3351 54.5 553 62.8 3.00-. - S -465 65.8 6 50D. a >?. a 's 3392 77.0 �1000'ri:P'`='S w i-N r,' 0 87.0 I NI 11 4 � as. -w !'' t No Text MAIL engineering ringC6 441 College Avenue • Santa Rosa, CA 95401 • (707)578-8185 • Fax:(707)578-7153 Job Dale PE zb of s7-o¢AT. 4z.7 R1 = DL = LL = IY ° R2 = DL = 0' I b R1I R2 $ -ro 9A, f'- 1Z r � Uot, fL(* R1 _ DL = ✓�q, a 125 fyF LL = R2 = DL = 0' 17.5 a a R2 WpL c(lzmw-)o/s) : 41A 90 DL = - R1 = wu a loa( K/s) 7io LL = - R2 = DL = _ 0' �D (Z = ( 2 ,(. 1- R1I R2I S1A�G P&I � tvtroar o.- 0' Rl 12(3t/t,) = (6(o DL too (31�t) = 155o R1 = LL = LL = ✓o . �, to R2I R- g•7K ('L)= 17.4 1- eWr 1 L PAP L e' �-_�� Typical Mezzanine Joists ® T,.ae, ®6`Ss A%yerh B. 14" TJI@ 360 @ 16" o/c R007 235AM P ge 1 E BineVeraion:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED � 2❑ f 16' i Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Office Bldgs - Offices (pso: 100.0 Live at 100 % duraldon, 12.0 Dead, 20.0 Partition SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other ' Width Length Live/Dead/Upliftrrotal 1 Stud wall 3.50" 3.50" 1067 / 341 / 0 / 1408 End, TJI Blocking 1 Ply 14" TJI® 360 2 Stud wall 3.50" 3.50" 1067 / 341 / 0 / 1408 End, TJI Blocking 1 Ply 14" TJI® 360 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1371 -1357 1955 Vertical Reaction (Ibs) 1371 1371 1505 Moment(Ft-Lbs) 5342 5342 7335 Live Load Deb (in) 0.300 0.390 Total Load Deft (in)' 0.395 0.779 TJPro 1 59 55 Passed (69%) Rt. end Span 1 under Floor loading Passed (91%) Bearing 2 under Floor loading Passed (73%) MID Span 1 under Floor loading Passed (U624) MID Span 1 under Floor loading Passed (U473) MID Span 1 under Floor loading Passed Span 1 -Deflection Criteria:!STANDARD(LL:U480,TL:U240). -Deflection analysis. is based on composite action with single layer of 3/4" TJ® Performance Plus® Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 3/4" TJO Performance Plus® Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.91 FrameWorks® Floor System -For.complete system requirements, see Trus Joist Framers Pocket or Frameworks® Floor System guides. Calculations are based on a system analysis; reduced performance occurs when system requirements are not followed. PROJECT INFORMATION: Christian Holbrook MKM & Associates 441 College Ave Santa Rosa, CA 95401 Phone: (707) 578-8185 Fax : (707) 578-7153 christian@mkmassociates.com Copyright ® 2006 by True Joist. a eeyeshseuser Business TJ19 and TJ-Beam! are registered trademarks of True Joist. e-1 Jola[^,Proms and TJ-Pro' are trademarks of Trus JoisL. FrdmeWorkep and Performance Plua are registered trademarks for Trus Joist. R:\200T\New Life Christian Fellowship 072042\"G\SC050307CH - jots[ design.ams Joists at office area ��'Rusimma TJ-BeanO625 Senel Number U 2 914/200711 3424 AM 14" TJI® 360 @ 12" o/c for Pagel EnglneVarscri.6.25.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a t7.6" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS Input Bearing Vertical Reactions (Ibs) Detail Other Width Length LivelDead/Uplittrrotal 1 Stud wall 3.50" 2.25" 1094 / 131 / 0 / 1225 End, Rim 1 Ply 1 1/4" x 14" 0.8E TJStrand Rim Board® 2 Stud wall 3.50" 2.25" 10941131 / 011225 End, Rim 1 Ply 1 1/4" x 14" 0.8E TJ-Strand Rim Board® DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1196 -1184 1955 Passed (61%) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 1196 1196 1202 Passed (100%) Bearing 2 under Floor loading Moment (Ft-Lbs) 5107 5107 7335 Passed (70%) MID Span 1 under Floor loading Live Load Deft (in) 0.403 0.400 Passed (U508) MID Span 1 under Floor loading Total Load Defl (in) 0.452 0.854 Passed (U454) MID Span 1 under Floor loading TJPro 59 55 Passed Span 1 -Deflection Criteria: STANDARD(LL:0.400",TL:U240). -Deflection analysis is based on composite action with single layer of 3/4" TJO Performance Plus® Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The TJ-Pro Rating.System value provides additional floor performance information and is based on a GLUED & NAILED 3/4" TJ® Performance Plus® Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.33 FrameWorks® Floor System -For complete system requirements, see Trus Joist Framer's Pocket or FrameWorks® Floor System guides. Calculations are based on a system analysis; reduced performance occurs when system requirements are not followed. PROJECT INFORMATION: Christian Holbrook MKM & Associates 441 College Ave Santa Rosa, CA 95401 Phone: (707) 578-8185 Fax :(707)578-7153 chdstian@mkmassociates.com Copyright 41 2006 by Trus Joist, a Weyerhaeuser Business TJI® antl TJ-Beams are registered trademarks of True Jolst. e-I J.I a P, Pro' andTJ-Pro' are trademarks of True Joist. FrameWorks® and Performance Plus® are registered trademarks for True Joist. R:\2007\New Life Christian Fallow. hip 072042\ENG\SC050307CN - Joist design storage and office.ems 441 College Avenue Title: Santa Rosa, CA 95401 ``,�--,�.,� (707)578.8185 .Jciates(707) 578-7153 Fax Dsgnr: Description: Scope www.mkmassociates.com Va,5.8.0.,5.Jun-zoo? Timber Beam & Joist CALC Engineering Saeware Floor Design Job # Date: 11:03AM, 9 SEP 07 ec090407ih-beam 49 Timber Member Information :ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined el 2.6 jnB B2 Timber Section 6.75v24 W Mm5,2504.0 Beam Width in 6.750 1.500 5.250 Beam Depth in 24.000 7.250 14.000 Le: Unbraced Length It 0.00 0.00 0.00 Timber Grade 3ouglas Fir, 24F- Douglas Rr- SCL, 3.5-l07- V4 Larch, No.2 Thick SCL Fb - Basic Allow psi 2,400.0 900.0 2,800.0 Fv - Basic Allow psi 240.0 180.0 285.0 Elastic Modulus ksi 1,800.0 1,600.0 2,000.0 Load Duration Factor 1.000 1.000 1.000 Member Type Glul-am Sawn Manuf/Pine Repetitive Status No Repetitive No Center span Data Span ft 30.00 8.00 10.00 Dead Load #/ft 90.00 16.00 186.00 Live Load iNft 750.00 133.00 1,550.00 Results Ratio = 0.8325 0.8764 0.5423 Mmax @ Center in-k 1,134.00 14.30 260.40 @ X = ft 15.00 4.00 5.00 fb:Actual psi 1,750.0 1,088.5 1,518.4 Fb : Allowable psi 2,102.1 1,242.0 2,800.0 Bending OK Bending OK Bending OK fv : Actual psi 101.7 70.4 136.0 Fv : Allowable psi 240.0 180.0 285.0 Shear OK Shear OK Shear OK Reactions @ Left End DL Ibs 1,350.00 64.00 930.00 LL Ibs 11250.00 532.00 7,750.00 Max. DL+LL Ibs 12599.99 596.00 8,680.00 - @ Right End DL Its 1,350.00 64.00 930.00 LL Ibs 11250.00 - 532.00 7.750.00 Max. DL+LL Ibs 12599.99 596.00 8,680.00 Deflections Ratio OK Deflection OK Deflection OK Center DL Del in -0.117 -0.019 -0.017 UDeO Ratio 3,072.1 4.962.1 6,884.8 Center LL Defl in -0.977 -0.161 -0.145 UDefl Ratio 368.6 596.9 826.2 Center Total Defl in -1.094 -0.180 -0.163 Location ft 15.000 4.000 5.000 UDeB Ratio 329.2 532.8 737.7 Job Y Date PE I y o/ MRX VN1 Fo y wA-D Pv (-L C)" ef> Dr�J SLAA5-' rPk«�j , . - %Z Aucwb"g Soil- VR�ssuRE uS6D fort ALL,DviArSL-E IINiF,)Rw& coxr> A(.towww ue Pol"r 13.sz =cm ComC.(LETE Fooiir.3v PESILjep— Job C Date PE ' of lt.lPuT LOA-0 CO(,o 7oir4r vGr1n Vr -a-'— I ....... - SK%rJ FaucT1o�J s r-,an or 4, Job # Date PE Of Z . S 1 Z E Y'o 0 T ( r-j ,, FO rz- Uf LA E-T INPvj E oR Li 2� DeFT(&-zM1NF of-- SLR I> vsf- f-cvL OL- D F-T6zM I SF-- L rv6TP( of TTG Pk'.&,D Ir/Ii�ltiI' (LE INf-0((1h/G CL.SA2A-riCFzS ?UPL t.FT- lop i 1 LIX / ' f D'EQQ "AD _ 0 (j) ( L_) (DSO) +- 5LAP (L)t Z (L) (SKIN) l DSuir) WirJ0 L = �Vfulfr (I-S) /1w SLi9iJ>4- Z L pEa 1.0 v �[u(d)Lis�) tsrAstZ(sur,r)(Dsk„4)] �(I-0G(1Anti ti,o� J L-WI LL 5�cvrz \E�lL (_ (�tL wttJ� Job # Date PE 2 of H� LoMFLJTF- MoMG---? - r rr-► F=001//--J6: prz-O G (ZR C-goasr�,S w c7Ri'` CASE., L: PweaEa. wfd)(ts�)tsuus+,ZCsr�)(c�., .1 L 0 aEM. tt FOOTI nJc W LAZI ( I -A l ` F006"A' TO Cora P,,JT c A5 2 F Foiz- Tap )i F� )[(0V637+ � P"Uakw, - ?r0'v)'O)'E- S UF-rQ6Jtil of FTZ CONC14E,TC PXZ> 'peSil/r-%EZ �t PUAW Vle vJ ($V 170M I�L-Iry �✓Fo��-� SE -CST I or---/ Job ► Data PE of Job # Date PE o/ bF,P0 WA,0 OF FTG Neel- Pos1TIVEL- VCr-fZ-T( LK(- LOAD I1) DOw n►w412,0 Lole-D CIS (W z) , P07WN-,� /s _ -Z) _ _ I f--0---1,- --. -(--Z )f-q --->---per -_y S- yea- Fcr�urc:r_---------- - ___ 3� cVAT�cV, Fl,of 4M* f Pol.+r I -a -d W �Z 7 rAj> 'To T)eArgSrrz- Low f 1 J ear Rom 4) (0N,4C&zT P I" TO L)UfIrI TE OA-D : - M P". - 1 f ( N ) ( W/Z ;w/Z ) ( t/ Q/z) ( YO Job # Dale PE 36of ,� �'t rl D G I v � R � G o N1 M Fw h,�-77 o sd f I�J'2- TO SA'l-- 8^^ o •+ r+ 'r VF 5S15fL- (LfE'-13\V� f:e-vv-- A s6C rzc-T-row cl ST. c I v r:-- 5 Ta TA't- 41- of f3AO-5 JC09110 b. �f a� 5 COMPyiE z ►vkE- P PL U c s d r N Fe)- rv1 O rh F.+� T 5T-PveC— kg-O'pr f VL s,a q 2 = b�Z t of c H Gz LK. �) CNF�L4L IN• 5?fiEL . c L \ - I ' Z�VZn� m ` y rr orL 33 = 0.002 vn = t CK�osE GfL�f� y vrkwe- �• S S 7 c � .r� � ,., . s'� a tz c_ o � of RFc?,7\0 FD2 36rr/� rG �yd2 3'7 Footing Designer (max downward and upward at D.2) I Footing Location Interior I Gridline I Loading Kips Load Factor Ultimate Load (kips) Live Load 32.70 1 70 55.59 Dead Load .0.00 -�1 AQ,. 0.00 Wind Uplift 0.00 1;30, 0.00 Earthquake Uplift .2 0.90, 29.26 Slab, Footing and Soil Properties Bearing Plate Width 6.00- in Bearing Plate Depth 10.00 in Is plate ok for concrete bearing? yes Slab Depth:'- ;*OV in slab reinforcing slab reinforcing spacing 'i.,18' in00�-� Slab Reinforcing clearance f-;I "'1' from top of slab,',.,200 ...... in concrete thickness above pad in F'c i 2500- - psi Concrete Density,."-. :150"',, pcf Soil Bearing Pressure jil, 2000-: psf Skin Friction 0 psf depth of skin friction to I ignore 066, in Depth of footing ',-1V.'.;."18 00 in Width of footing.,',,: W 11. -.30.00T in Length of Footing Required 18.22 ft Footing Reinforcing Requirements Location Rebar Clearance (in) total bars Spacing required (in) To #5 2i00 4.00 7.33 Bottom 45 300; � � 4.00 7.33 Shear Stirrups Minimum Size Are stirrups required? Spacinin #4 no1 39 Footing Designer (beam 131) .. _. 11 - 1. _� Footing Location lht6ridr � Gridline , C., '� ' Loading Kips Load Factor Ultimate Load (kips) Live Load 11:25 -`A.707:.. 19.13 Dead Load 1:35 1.40 1.89 Wind Uplift 0 .'OO� --.1730'. 0.00 Earthquake Uplift OiOO 0.00 Slab, Footing and Soil Properties Bearing Plate Width � 00 � �; in Bearing Plate Depth ,�,; 16%-67 " in Is plate ok for concrete bearing? yes Slab Depth in slab reinforcing #4:-"- '1" slab reinforcing spacing 18:00 in Slab Reinforcing clearance from to of slab it'-,, T t, Zl' in concrete thickness above in pad psi ,Concrete Density' 150 cf Soil Bearing Pressure 400 psf Skin Friction 0 Psf depth of skin friction to 7 0.00 in ignore Depth of footing,,,.-,', 8'00 in Width of footing 8'00, in Length of Footing Required 4.20 =ft Footing Reinforcing Requirements Location Rebar Clearance (in) total bars required Spacing (in) To 45 &,2.00 Bottom 2.00 10.00 Shear Stirrups Minimum Size Are stirrups required? Spacing in no 39 Footing Designer Footing Location Interior Gridline F Loading Kips Load Factor Ultimate Load (kips) Live Load 88'.00 11.70 149.60 Dead Load .'.0.00.- 11:40 0.00 Wind Uplift '000') .130- - 0.00 Earthquake Uplift --=0i00':. A;40 0.00 Slab, Footing and Soil Properties Bearing Plate Width -1&00.! in Bearing Plate Depth 1110: 01 .0 in Is plate ok for concrete nol bearing? Slab Depth 4:00-. in slab reinforcing slab reinforcing spacing 18.00.., in Slab Reinforcing clearance 2IJWO�"-' in from top of slab 7: concrete thickness above pad in F'c', 00'. si Concrete Density 'l 50 cf.�,.-,,. p Soil Bearing Pressure 2000 ps f Skin Friction 0 psf depth of skin friction to in ignore Depth of footing in Width of footing!( 48`00 -A Length of i Footing Required 11.00 ft Footing Reinforcing Requirements Location Rebar Clearance (in) total bars required Spacing (in) Top 2,. 0 0 Bottom 15.00 2.86 Shear Stirrups Minimum Size Are stirrups required? S acin in #4 yes Al engineering c-ngi veering C� A • / structural engineering Al : Z2 !o 4�-q o. C. 7 f "5vag" H000 r- L �G = (gD,Ovopz WL Zia prT e l.5 SEtsr�tc = o.35 vow 0�0TH = 01.8 " �1 a S eS� i 0• ®o) = WtNv �.3 N W AStD Job 0 Date PE 1 of 0,o I. Ll (I611 lj � I.-7 (;30) = 31 E I Zy I _. -xtsr I.ROJ1flG_ As's COLVMNS Q002 OP NG S . 0 structural engineering -5JILDI0CG 41-1 610 "ur-j (�,A(LS e �I� ns�s e 1�•• o.�. uo2,z TyP. c = 9 n se, I;sw<<c = n. 3.5, 00-, 0t0911 = 12 5fCr'0^J of WAGL- uW µo = 25 PSG (0. eo)/3 = 15. ysF �Ir wnno uEQ = AV = 0.3'� � 6/z)(150) Job # Date PE �3 of NI �u5;TINc vi&V- w/ 4Fy e Iz"o.c. V r PANFI, _ No �olrio�k�- OPAc I N 4 UNLIZ 5. jt 1G�e I g 14 (1002 ¢P NIA 49 structural engineering 4�6 3Aas e L 4c� d r o. C . „ r " tf n. r �O� �toDrs� s v M NFA06Z '73o P� &OA01NL 0ioTU = I Job 0 Date PE 114 of �ANFL, �� N(J12 LOAOiNI, x NO G000 7 (ZF��S �i(1Rtc l N() 7 �E KS-> COLunnrJ SJ l' (02'C CPt L C u Lp T1 Ol✓ rC6%qhq"w- Job t Data PE 95 of COLV m/,j e Doo2 Of,\,&,s ss ti�,�c,xs r Op t'TIPICfCL- e Dea"INbS UPG�PDE pCCU25 h3m structural engineering S,O � Job Y Date PE of VERT. ABOVE AND BELOW OPENI.'Ja �l9 it ! 111 li Ei� 1Is 111® oil 9flii; I011� � Ilw 1 1MM1 i ®®ME 1111" �i�li5 I�1►iiil/i I IIl.A�� �; iilllli I311il1111�': IIEl�i�.�; 111101 iil ill ilk !Ile !J�/.8l ! 0111, !Ei�ill it ;flll�r l All 1 Is 1IIIII1111€I 12111111110.1 Ul All li jl� � '>SIII�IIIIIi - _illl ';ali lilt Efl�1IIi111Ei k11i • � 11131 ,.,. min INlgi Sill Ili !III 8112.1 �1114111 gill - -, 11111 llill1�1:' 11111 I11:1 Mu�VAn.:�mggaa`cca._--� A 1 �1_ odmbla- ��tlR�d€eG�liti��NIC��Airrrrrrc�r�is�es��or�rrrre�ls����;1 - 441 College Avenue Title : Job # Santa Rosa, CA 95401 Dsgnr: Date: 1:49PM, 10 SEP 07 (707) 578-8185 Description L 1�1J�es(707) 578-7153 Fax Scope : www.mkmassociates.com 47 Rer 590000 user. KW-0505908, Vw 5.9Tilt-Up .0, 15-Jun-2007 Page 1 I019932007 ENERCALC Engineering Software p Wall Panel Design sc090407M- beam design. am CaWatior Description Typical Existing Panel at Purlin I General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC. 2003 NFPA 5000 it Clear Height 22.00O ft fc 4,000.0 psi Seismic Zone 4 Parapet Height 2.000 ft Fy 60,000.0 psi Min Vert Steel % 0.0020 Thickness 6.000 in Phi 0.900 Min Horiz Steel % 0.0012 Bar Size 4 Width 117.000 in Base Fixity 0 % Bar Spacing 12.000 in Wall Seismic Factor 0.2850 Bar Depth 3.000 in Parapet Seismic Factor 1.3600 Min Dell. Ratio 150.0 LL 8 ST Not Combined Concrete Weight 145.00 pcf Using: ACI Eq. 9-7 for left with Defl. caldd at Mn Parapet Weight Counteracts Middle Loads Lateral Loads Vertical Loads Wind Load 15.400 psf Uniform DL 161.00 #/ft Point Load Ibs Uniform LL 230.00 #/it ...height It ...eccentricity 7.500 in ...load type Wind Concentric DL Ibs Lateral Load #/ft Concentric LL Ibs ...distance to top it ...distance to bot It Seismic "I" Magnifier 1.000 ...load type Seismic Wind "I" Magnifier 1.000 Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318.02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 For Factored Load Stresses For Service Load Deflections Seismic Wind Seismic Wind Basic Dell w/o P-Delta 0.187 0.137 in 0.133 0.109 in Basic M w/o P-Delta 196,853.8 142,869.9 in-# 140,609.9 113,093.6 in-# Moment Excess of Mcr 2,215.2 0.0 in-# 0.0 0.0 in-# Max. P-Delta Deflection 6.134 6.268 in 0.358 0.348 in Max P-Delta Moment 243,590.1 178,365.2 in-# 142,602.0 114,989.4 in-# Maximum Allow Vertical Bar Spacing 16.667 in Parapet Bar Spacing Req'd : SEISMIC 16.667 in Maximum Allow Horizontal Bar Spacing 18.000 in Parapet Bar Spacing Req'd : WIND 16.667 in Wall Design OK 22.00ft clear height, 2.00ft parapet, 6.00in thick with #4 bars at 12.00in on center, d= 3.00in, fc = 4,000.Opsi, Using: ACI Eq. 9-7 for leff with Defl. calc'd at Mn Factored Load Bending : Seismic Load Governs Service Load Deflection : Seismic Load Governs Maximum Iterated Moment : Mu 243.590.06 ink Maximum Iterated Deflection 0.358 in Moment Capacity 336,840.33 in-# Deflection Limit 1.760 in Seismic Wind Mn' Phi : Moment Capacity 336,840.33 in-# 327,782.05 in-# Applied. Mu @ Mid -Span 243,590.06 in-# 178,365.15 in-* Applied: Mu @ Top of Wall 72,329.97 in-# 16,956.36 in.# Max Iterated Service Load Deflection 0.36 in 0.35 in Actual Deflection Ratio 738 : 1 758 : 1 Actual Reinforcing Percentage 0.0056 0.0056 UBC Allow. As %= 0.6' RhoBal 0.0171 0.0171 Actual Axial Stress : (Pw + Po) / Ag 15.33 psi 15.33 psi Allowable Axial Stress = 0.04 ' fc 160.00 psi 160.00 psi 441 College Avenue Title: Job # ASanta Rosa, CA 95401 Dsgnr: Date: 1:49PM, 10 SEP 07 An�^,., (707) 578-8185 Description L-1A� ciat (707) 578-7153 Fax Scope : A www.mkmassociates.com 4 8 Rev: 580000 Userx -0605908, Ver 5 e 0, 15-Jun-2007 Tilt -Up Wall Panel Design Fag ENERCALC Engineering Sof h - Seem design a .Cela Description Typical Existing Panel at Purlin Analysis Data E 3,604,996.5 psi Sgross 702.000 in3 n = Es / Ec 8.04 Mcr = S ' Fr 221,991.9 in-# Fr Multiplier for sgrt(fc) 5.000 Fr = 316.23 psi Ht / Thk Ratio 44.00 Rho: Bar Reinf PM 0.0285 Values for Mn Calculation... Seismic Wind As:eff=[Pu:tol+AsFyyFy 2.201 in 2.138 in a : (AsFy + Pu)/(.85 fc b) 0.332 in 0.323 in c = a / .85 0.391 in 0.379 in (gross 2,106.000 in4 2.106.00 in4 Icracked 122.89 in4 120.26 in4 I -eft (ACI methods only) 2,106.00 in4 2,106.00 in4 Phi: Capacity Reduction 0.900 0.900 Mn = As:eH Fy (d - a/2) 374,267.03 in-# 364,202.28 in-# Additional Values Loads used for analysis Factored Loads Seismic Wind Wall Weight Wall Wt' Wall Seismic Factor 72.500 psi 20.662 psi Lateral Axial Load #/ft Wall Wt' Parapet Seismic Factor 98.600 psf 319.50 Lateral Wall Weight 1,544.90 989.62 #/ft Service Applied Axial Load 161.00 #/ft Total Lateral Loads 1,544.90 158.67 1,158.67 #/ft Service Wt @ Max Mom 942.50 #/ft Total Service Axial Loads 1.103.50 #/ft ACI Factors (per ACI 318-02, applied internally to entered loads) r ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1,400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 .... seismic =ST1.100 Roof eL• 1010. u•]ID.olM. 6m• 7.Sgln 441 College Avenue Title: Job # Santa Rosa, CA 95401 Dsgnr: Date: 1:49PM, 10 SEP 07 (707) 578-8185 Description (707) 578-7153 Fax Scope : �7 www.mkmassociates.com 7 Tilt -Up Wall Panel Design Page t x 0407r - beam Lesion acw Caladolion Description Typical Existing Panel at Subpurlin I General Information Code Ref: ACI 318-02, 1997 UBC. 2003 IBC, 2003 NFPA 5000 1 Clear Height 22.000 ft fc 4,000.0 psi Seismic Zone 4 Parapet Height 2.000 It Fy 60,000.0 psi Min Vert Steel % 0.0020 Thickness 6.000 in Phi 0.900 Min Horiz Steel % 0.0012 Bar Size 4 Width 12.000 in Base Fixity 0 % Bar Spacing 12.000 in Wall Seismic Factor 0.2860 Bar Depth 3.000 in Parapet Seismic Factor 1.3600 Min Defl. Ratio 150.0 LL 8 ST Not Combined Concrete Weight 145.00 pcf Using: ACI Eq. 9-7 for leff with Defl. calcd at Mn Parapet Weight Counteracts Middle Loads Lateral Loads Vertical Loads Wind Load psf Uniform DL 56.00 #/ft Point Load Ibs Uniform LL 80.00 #/ft ...height ft ...eccentricity 7.500 in ...load type Seismic Concentric DL Ibs Lateral Load #/ft Concentric LL Ibs ...distance to top ft ...distance to bot ft Seismic "I' Magnifier 1.000 ...load type Seismic Wind "I" Magnifier 1.000 Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Seismic Wind Seismic Wind Basic Dell w/o P-Delta 0.181 - 0.003 in 0.129 0.002 in Basic M w/o P-Delta 19,733.4 441.0 in-# 14,095.3 420.0 in-# Moment Excess of Mcr 1,296.1 0.0 in-# 0.0 0.0 in-# -Max. P-Delta Deflection 6.120 6.243 in 0.364 0.346 in Max P-Delta Moment 24,064.5 3,648.6 in4# 14,273.1 424.6 in4# Maximum Allow Vertical Bar Spacing 16.667 in Parapet Bar Spacing Req d : SEISMIC 16.667 in Maximum Allow Horizontal Bar Spacing 18.000 in Parapet Bar Spacing Req'd : WIND 16.667 in Wall Design OK 22.00ft clear height, 2.00ft parapet, 6.00in thick with #4 bars at 12.00in on center, d= 3.00in, fc = 4,000.Opsi, Using: ACI Eq. 9-7 for leff with Defl. calc'd at Mn Factored Load Bending : Seismic Load Governs Service Load Deflection : Seismic Load Governs Maximum Iterated Moment: Mu 24,064.47 in.# Maximum Iterated Deflection 0.354 in Moment Capacity 34,194.51 in4# Deflection Limit 1.760 in Mn ' Phi: Moment Capacity Applied: Mu Mid -Span Applied: Mu Top of Wall Max Iterated Service Load Deflection Actual Deflection Ratio Actual Reinforcing Percentage UBC Allow. As % = 0.6' RhoBal Actual Axial Stress : (Pw + Po ) / Ag Allowable Axial Stress = 0.04 • fc Seismic Wind 34,194.51 in-# 33,352.86 in-# 24.064.47 in-# 3,548.62 in-# 4,740.96 in-# 441.00 in-# 0.35 in 0.35 in 745 : 1 764 :1 0.0056 0.0056 0.0171 0.0171 13.87 psi 13.87 psi 160.00 psi 160.00 psi 441 College Avenue Title : Job # Santa Rosa, CA 95401 Dsgnr: Date: 1:49PM, 10 SEP 07 (707) 578-8185 Description 1{. lees (707) 578-7153 Fax M www.mkmassociates.com Scope 50 15Jun-2007 Tilt -Up Wall Panel Design Pag' inwim So re ..raumri.-nnam non.nn uwt`nin Description Typical Existing Panel at Analysis Data E 3,604,996.5 psi Sgross 72.000 in3 n = Es / Ec 8.04 Mcr = S ' Fr 22,768.4 in-# Fr Multiplier for sgrt(Pc) 5.000 Fr = 316.23 psi Ht I Thk Ratio 44.00 Rho: Bar Reinf Pct 0.0285 Values for Mn Calculation... Seismic Wind As:eff= [Pu:tot + AsFy]/Fy 0.223 in 0.217 in a: (AsFy + Pu)/(.85 Pc b) 0.328 in 0.320 in c = a / .85 0.386 in 0.376 in (gross 216.000 in4 216.00 in4 Icracked 12.50 in4 12.26 in4 I-eff (ACI methods only) 216.00 in4 216.00 in4 Phi: Capacity Reduction 0.900 0.900 Mn = As:eH Fy (d - a/2) 37,993.90 in-# 37,058.74 in-# Additional Values Loads used for analysis Factored Loads Seismic Wind Wall Weight Wall Wt'Wall Seismic Factor 72.500 psf 20.735 psi Applied Axial Load . .#Ift Wall Wt' Parapet Seismic Factor 98.600 psf Lateral Wall Weight 1,3..62 1950 989 #Ift Service Applied Axial Load 56.00 #/ft Total Lateral Loads 1,397.90 1,048.42;#/fl Service Wt @/ Max Mom 942.50 #Ift Total Service Axial Loads 998.50 #/ft J ACI Factors (per ACI 318-02. applied internally to entered loads) r AGI C-1 & G-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"l "0.9" Factor for Seismic 0.900 ACI C-1 8 C-2 ST 1.700 ACI C-3 Short Tenn Factor 1.300 ....seismic = ST' : 1.100 poor of = m.D. u. eo.Din+. ea • zem" 441 College Avenue Title : Job # Santa Rosa, CA 95401 Dsgnr: Date: 1:4913M, 10 SEP 07 ,{ (707) 578-8185 Description ks (707) 578-7153 Fax Scope www.m kmassociates.com ,sJun2007 Tilt -Up Wall Panel Design Page 1 Ineenm So re erL9Pt07U-Deam deafen.e Celwlatim Description P1 General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Clear Height 22.000 ft fc 4,000.0 psi Seismic Zone 4 Parapet Height 2.000 It Fy 60,000.0 psi Min Vert Steel % 0.0020 Thickness 6.000 in Phi 0.900 Min Hodz Steel % 0.0012 Bar Size 6 Width 60.000 in Base Fixity 0 % Bar Spacing 6.000 in Wall Seismic Factor 0.3500 Bar Depth 3.000 in Parapet Seismic Factor 1.3600 Min Defl. Ratio 150.0 LL 8 ST Not Combined Concrete Weight 145.00 pcf Using: ACI Eq. 9-7 for left with Defl. calc'd at Mn Parapet Weight Counteracts Middle Lateral Loads Wind Load psi Point Load Ibs ...height ft ...load type Seismic Lateral Load 184.00 #/ft ...distance to top 22.000 It ...distance to bot 12.500 ft ...toad type Seismic Vertical Loads Uniform DL 161.00 #lft Uniform LL 230.00 #/ft ...eccentricity 7.500 in Concentric DL Ibs Concentric LL Ibs Seismic "I" Magnifier 1.000 Wind "I" Magnifer 1.000 Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Seismic Wind Seismic Wind Basic Defl wlo P-Delta 1.249 0.007 in 0.466 0.007 in Basic M w/o P-Della 201,794.6 6,339.4 in# 144,139.0 6,037.5 in-# Moment Excess of Mcr 23,579.2 0.0 in# 7,130.8 0.0 in-# .Max. P-Delta Deflection 8.416 8.472 in 2.097 1.177 in Max P-Delta Moment 231,738.0 27,956.6 in# 149,496.0 6.591.9 in# Maximum Allow Vertical Bar Spacing 18.000 in Parapet Bar Spacing Req'd : SEISMIC 18.000 in Maximum Allow Horizontal Bar Spacing 18.000 in Parapet Bar Spacing Req'd : WIND 18.000 in Wall Inadequate 22.00ft clear height, 2.00ft parapet, 6.00in thick with 06 bars at 6.00in on center, d= 3.00in, fc = 4,000.Opsi, F Using: ACI Eq. 9-7 for leff with Defl. calc'd at Mn Factored Load Bending : Seismic Load Governs Service Load Deflection : Seismic Load Governs Maximum Iterated Moment: Mu 231,738.03 in# Maximum Iterated Deflection 2.097 in Moment Capacity 570,786.58 in# Deflection Limit 1.760 in Mn ' Phi : Moment Capacity Applied: Mu Mid -Span Apphetl: Mu Top of Wall - Max Iterated Service Load DeflectiorDeflection > Allowable I Actual Deflection Ratio Actual Reinforcing Percentage UBC Allow. As %= 0.6' RhoBal Actual Axial Stress: (Pw + Po ) / Ag Allowable Axial Stress = 0.04' fc Seismic Wind 570,786.58 in# 567,879.32 in# 231,738.03 in# 27,956.58 in# 37,092.29 in# 6,339.37 in# 2.10 in 1.18 in 126 : 1 224 : 1 0.0244 0.0244 0.0171 0.0171 15.33 psi 15.33 psi 160.00 psi 160.00 psi 441 College Avenue Title; Santa Rosa, CA 95401 Dsgnr: (707)578-8185 Description: (707)578-7153 Fax Scope: www.mkmassociates.com 07 Tilt -Up Wall Panel Design Description P1 Job # Date: 1:49PM, 10 SEP 07 52 Page 2 s[L9M0Ith -beam tlesion ew-.Calo,lation Analysis Data E 3,604,996.5 psi Sgross 360.000 in3 n = Es I Ec 8.04 Mcr = S ' Fr 113,842.0 in-# Fr Multiplier for sgrt(fc) 5.000 Fr = 316.23 psi Ht / Thk Ratio 44.00 Rho: Bar Reinf Pct 0.0285 Values for Mn Calculation... Seismic Wind As:eff= [Pu:tot + AsFyYFy 4.529 in 4.497 in a : (AsFy + Pu)/(.85 fc b) 1.332 in 1.323 in c = a / .85 1.567 in 1.556 in Igross 1,080.000 in4 1.080.00 in4 Icracked 151.77 in4 150.77 in4 I-eff (ACI methods only) 609.09 in4 1,080.00 in4 Phi: Capacity Reduction 0.900 0.900 Mn = As:eff Fy (d - a/2) 634,207.31 in-# 630,977.02 in-# Additional Values Loads used for analysis Factored Loads Seismic Wind Wall Weight Wall Wt' Wall Seismic Factor 72.500 psi 25.375 psi Applied Axial Load #/ft Wall Wt' Parapet Seismic Factor 98.600 psf 319.50 Lateral Wall Weight 1,544.90 989.62 #/ft Service Applied Axial Load 161.00 #/R Total Lateral Loads 1,544.90 158.67 1,158.67 #/R Service Wl @ Max Mom 942.50 #/ft Total Service Axial Loads 1.103.50 #/it ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 8 C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C=1'8 C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST ' : 1.100 ROM M • 181 D.U.- VO.gef. Em • TWO 441 College Avenue Title: Santa Rosa, CA 95401 Dsgnr: (707)578-8165 Description (707)578-7153 Fax Scope: www.mkmassociates.com °'--- Steel Column Description Typical Panel Column Brace at Door Job # Date: 1:49PM. 10 SEP 07 �3 Page 1 I General Information Code Ref: AISC 9lh ASD, 1997 UBC, 20031BC, 2003 NFPA 5000 j Steel Section HSS6X6X5/16 Fy 36.00 ksi X-X Sidesway : Restrained Duration Factor 1.330 Y-Y Sidesway : Restrained Column Height 22.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X-X Unbraced 7.300 It Kxx 1.000 Live 8. Short Term Loads Combined Y-Y Unbraced 7.300 ft Kyy 1.000 Loads Axial Load... Dead Load 1.30 k Ecc. for X-X Axis Moments 0.000 in Live Load 1.80 k Ecc. for Y-Y Axis Moments 0.000 in ShortTenn Load k Distributed lateral Loads... DL LL ST Start End Along Y-Y 0.184 Wft 12.500 -> 22.000 ft Along X-X Wit -> ft "".'r ■ Column Design OK Section : HSS6X6X5/16, Height = 22.00ft, Axial Loads: DL = 1.30, LL = 1.80. ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X-X = 7.30ft, Y-Y = 7.30ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula Hl - 1 AISC Formula Hl - 2 RISC Formula Hl - 3 0.0104 0.0145 0.0249 0.2058 XX Axis :.Fa calc'd per Eq. E2.1, K•L[r < Cc Stresses I Allowable & Actual Stresses Dead Live DL+ LL DL+ Short Fa : Allowable 19.35 ksi 19.35 ksi 19.35 ksi 25.74 ksi fa : Actual 0.20 ksi 0.28 ksi 0.48 ksi 0.48 ksi Fb:xx : Allow [F3.1 ] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi fb : xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 5.37 ksi Fb:yy : Allow [F3.1 ] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi F'ex: DL+LL 103.807 psi Cm:x DL+LL 0.60 Cb:x DL+LL 1.00 F'ey: DL+LL 103,807 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 Fex: DL+LL+ST 138,063 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 Fey: DL+LL+ST 138,063 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 Max X-X Axis Deflection -0.387 in at 12.027 ft Max Y-Y Axis Deflection 0.000 in at 0.000 ft 441 College Avenue Santa Rosa, CA 95401 (707)578-8185 (707)578-7153 Fax User: Title : Dsgnr: Description Scope : Steel Column Description Typical Panel Column Brace at Door Job # Date: 1:49PM. 10 SEP 07 scO904070 5I Page 2 Section Properties FISSUM/16 Depth 6.000 in Weight 21.84 Wit Values for LRFD Design.... Web Thick 0.291 in Ixx 34.300 in4 J 55.400 in4 Width 6.000 in lyy 34.300 in4 .Cw 18.90 in6 Flange Thick 0.291 in Sxx 11.400 in3 - Zx - 13.600 in3 Area 6.43 In2 Syy 11.400 in3 Zy 13.600 in3 Rt 0.000 in Rxx 2.310 in 0.000 Ryy 2.310 in Section Type = HSS-Square Sketch & Diagram "s' DL. 1.3k p WLL=1Rk "W Si. Ok 111: %-%ab DM LE: OLb. LL.Ok. 6T.O.1N gX.ljY Z ll , v), 4illw 441 College Avenue • Santa Rosa, CA 95401 • (707)578-8185 • Fax:(707)578-7153 ❑ VJD = 2�(ISt3) z `f32 0' `(2�`4d R1I R2I II Pa IJ Pw 3 S• 2 0 >Z S b R1 I R2 wD= 29(17) 40 ONY2 0' CA l R1 /12y'L kD Ann) I0L'' 0)'%— C R11 b L I-7, �J W, c�7 Zo 42 1-✓_b PE�� yC)or R 1 - DL = LL = R2 = DL = LL = R1 = DL = LL = R2 = DL = LL = RI = DL = LL = R2 = DL = LL = R1 = DL = LL = R2 = DL = LL = -5� N36 VisualAnalysis 3.12.c Report September 1, 2007 1:50 PM Project: New Life Christian File: R:\2007\New Life Christian Fellowship 072042\ENG\SC083007JW VA truss.VAP Engineer: JW Default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Member Extreme Results Member FX(lc) x Fy(lc) x Mz(lc) K-ft M1 -17.59( 2) -0.0195( 1) -0.1040( 2) 11 -12.42( 1) 0.2429( 2) 0.4318( 2) M2 -34.45( 2) 0.0145( 11 -0.0683( 21 11 -24.16( 1) 0.2861( 2) 0.6407( 2) M3 -50.B4( 2) 0.0125( 1) 0.0965( 1) 11 -35.38( 1) 0.2889( 2) 0.8562( 2) M4 -66.54( 2) 0.0024( 1) 0.2563( 1) 11 -45.91( 1) 0.2775( 2) 1.0403( 2) M5 -81.60( 2) -0.0079( 1) 0.3923( 1) 11 -55.79( 1) 0.2640( 2) 1.1854( 2) M6 -95.91( 2) 0.0150( 1) 0.5014( 1) 11 -64.97( 1) 0.3097( 2) 1.5236( 2) M7 -109.99( 2) -0.1588( 2) 0.6424( 1) " -73.72( l) 0.0878( 1) 1.1196( 2) M8 -121.19( 2) 0.4666( 1) 0.3553( 1) 1 -80.55( 1) 1.1118( 2) 4.4189( 2) M9 -121.22( 2) -1.0987( 2) 0.3660( 1) " -80.57( 1) -0.4572( 1) 4.3815( 2) M10 -113.78( 2) -0.0418( 1) 0.5782( 1) 11 -76.46( 1) 0.2224( 2) 1.2537( 2) M11 -103.41( 2) -0.2757( 2) 0.6378( 1) 11 -70.39( 1) 0.0096( 1) 1.5762( 2) M12 -92.83( 2) -0.2236( 2) 0.5664( 1) 11 -63.92( 1) 0.0370( 1) 1.2647( 2) M13 -81.51( 2) -0.2415( 2) 0.4567( 1) 11 -56.74( 1) 0.0238( 1) 1.1729( 2) M14 -69.55( 2) -0.2456( 2) 0.3434( 1) 11 -48.90( 1) 0.0184( 1) 1.0260( 2) M15 -56.91( 2) -0.2493( 2) 0.2277( 1) 11 -40.41( 1) 0.0137( 1) 0.8776( 2) M16 -43.62( 2) -0.2619( 2) 0.0856( 1) 11 -31.25( 1) 0.0030( 1) 0.7292( 2) M17 -29.65( 2) -0.2610( 2) -0.0621( 2) " -21.41( 1) -0.0002( 1) 0.5462( 2) M18 -15.18( 2) -0.2221( 2) -0.0875( 2) 11 -11.04( 1) 0.0313( 1) 0.3653( 2) M19 12.5868( 1) 0.1123( 1) -0.4983( 2) " 17.8314( 2) 0.4238( 2) 0.7613( 2) M20 24.3283( 1) -0.0051( 1) 0.1573( 1) " 34.6961( 2) 0.25B8( 2) 0.8336( 2) M21 35.5355( 1) 0.0087( 1) 0.2351( 1) " 51.0785( 2) 0.2815( 2) 1.0354( 2) M22 46.0591( 1) -0.0037( 1) 0.3907( 1) " 66.7682( 2) 0.2669( 2) 1.2030( 2) M23 55.9315( 1) -0.0061( 1) 0.5208( 1) " 81.6139( 2) 0.2617( 2) 1.3994( 2) M24 65.0946( 1) -0.0687( 1) 0.6710( 1) " 96.1147( 2) 0.1645( 2) 1.2444( 2) M25 73.8616( 1) 0.3360( 1) 0.5557( 1) " 110.22( 2) 0.8746( 2) 3.8377( 2) M26 76.5616( 1) -0.8308( 2) 0.6352( 1) " 113.95( 2) -0.3044( 1) 3.7726( 2) M27 70.4767( 11 -0.1273( 2) 0.7760( 1) " 103.56( 2) 0.0957( 1) 1.2905( 2) M28 64.0190( 1) -0.2248( 2) 0.6650( 1) " 92.9947( 2) 0.0371( 1) 1.4272( 2) P) 57 M29 56.8489( 1) -0.2271( 2) 0.5642( " 81.6848( 2) 0.0325( 1) 1.2834( M30 49.0250( 1) -0.2343( 2) 0.4571( " 69.7275( 2) 0.0253( 1) 1.1542( M31 40.5374( 1) -0.2423( 2) 0.3431( " 57.1053( 2) 0.0177( 1) 1.0212( M32 31.3906( 1) -0.2561( 2) 0.2056( " 43.8249( 2) 0.0058( 1) 0.8822( M33 21.5635( 1) -0.2372( 2) 0.1370( " 29.8578( 2) 0.0174( 1) 0.7115( M34 11.1883( 1) -0.3B01( 2) -0.4322( " 15.3839( 2) -0.0873( 1) 0.6525( M35 15.8594( 1) -0.0674( 2) -0.1204( " 22.5116( 2) -0.0076( 1) 0.1040( M36 -13.56( 2) -0.2401( 2) -0.3905( 11 -9.4967( 1) -0.1685( 1) 0.3779( M37 14.7721( 1) -0.0700( 2) -0.1282( " 21.2613( 2) -0.0087( 1) 0.1096( M38 -13.15( 2) -0.2482( 2) -0.3951( 11 -9.0462( 1) -0.1714( 1) 0.3993( M39 14.1053( 1) -0.0668( 2) -0.1115( " 20.6622( 2) -0.0059( 1) 0.1097( M40 -12.59( 2) -0.2356( 2) -0.3769( 11 -8.5006( 1) -0.1596( 1) 0.3771( M41 13.2431( 1) -0.0656( 2) -0.1019( " 19.7883( 2) -0.0046( 1) 0.1133( M42 -12.08( 2) -0.2261( 2) -0.3610( 11 -7.9893( 1) -0.1501( 11 0.3626( M43 12.4224( 1) -0.0636( 2) -0.0905( " 18.9762( 2) -0.0026( 1) 0.1143( M44 -11.56( 2) -0.2175( 2) -0.3479( 11 -7.4681( 1) -0.1410( 1) 0.3482( M45 11.5330( 1) -0.0620( 2) -0.0792( " 18.0452( 2) -0.0009( 1) 0.1171( M46 -11.09( 2) -0.2007( 2) -0.3188( 11 -6.9741( 1) -0.1272( 1) 0.3235( M47 11.0100( 1) -0.0620( 2) -0.0798( " 17.7572( 2) -0.0002( 1) 0.1168( M46 -10.09( 2) -0.2304( 2) -0.3729( 11 -6.1805( 1) -0.1399( 1) 0.3645( M49 8.5365( 1) -0.0412( 2) 0.0044( " 14.0546( 2) 0.0126( 1) 0.1101( M50 -15.76( 2) -0.0244( 2) -0.0375( 11 -9.0762( 1) -0.0177( 1) 0.0407( M51 5.1065( 1) -0.0190( 1) 0.0220( " 9.312B( 2) 0.0323( 2) 0.0992( M52 -7.1883( 2) 0.1020( 1) -0.2903( 11 -4.0794( 1) 0.1780( 2) 0.2792( M53 7.6298( 1) -0.0072( 1) -0.0514( " 13.0841( 2) 0.0517( 2) 0.0927( M54 -8.1453( 2) 0.0872( 1) -0.2298( 11 -4.8469( 1) 0.1453( 2) 0.2352( M55 8.1254( 1) -0.0062( 1) -0.0501( " 13.3342( 2) 0.0521( 2) 0.0957( M56 -8.6337( 2) 0.1013( 1) -0.2601( 11 -5.3495( 1) 0.1626( 2) 0.2603( M57 9.0185( 1) -0.0046( 1) -0.0595( " 14.2703( 2) 0.0536( 2) 0.0943( M58 -9.1473( 2) 0.1103( 1) -0.2729( 11 -5.8655( 1) 0.1711( 2) 0.2745( M59 9.8425( 1) -0.0027( 1) -0.0692( " 15.0871( 2) 0.0556( 2) 0.0945( M60 -9.6699( 2) 0.1201( 1) -0.2891( 11 -6.3868( 1) 0.1810( 2) 0.2901( M61 10.6786( 1) -0.0010( 1) -0.0786( " 15.9245( 2) 0.0572( 2) 0.0937( M62 -10.19( 2) 0.1299( 1) -0.3046( 11 -6.9083( 1) 0.1908( 2) 0.3059( M63 11.5088( 1) 0.0009( 1) -0.0888( " 16.7533( 2) 0.0592( 2) 0.0932( M64 -10.70( 2) 0.1394( 1) -0.3201( 11 -7.4195( 1) 0.2001( 2) 0.3204( M65 12.3667( 1) 0.0023( 1) -0.0977( " 17.6197( 2) 0.0604( 2) 0.0909( M66 -11.25( 2) 0.1510( 1) -0.33B0( 11 -7.9618( 1) 0.2124( 2) 0.3417( M67 13.0518( 1) 0.0049( 1) -0.1126( " 18.2507( 2) 0.0634( 2) 0.0914( M68 -11.68( 2) 0.1494( 1) -0.3360( 11 -8.4224( 1) 0.2067( 2) 0.3254( M69 14.0955( 1) 0.0042( 1) -0.1068( " 19.4249( 2) 0.0615( 2) 0.0875( P. 5l Nodal Displacements Node Load Case DX ft DY ft RZ dog N1 DL 0.0000 0.0000 -0.1530 " DL+LL 0.0000 0.0000 -0.2224 N2 DL -0.0001 -0.0106 -0.1484 " DL+LL -0.0002 -0.0154 -0.2164 N3 DL -0.0072 -0.0103 -0.1465 " DL+LL -0.0105 -0.0150 -0.2135 N4 Di, -0.0003 -0.0208 -0.1418 " DL+LL -0.0004 -0.0303 -0.2074 N5 DL -0.0071 -0.0205 -0.1425 " DL+LL -0.0104 -0.0299 -0.2084 N6 DL -0.0006 -0.0304 -0.1314 " DL+LL -0.0009 -0.0444 -0.1931 N7 DL -0.0069 -0.0301 -0.1315 " DL+LL -0.0101 -0.0440 -0.1932 N8 DL -0.0010 -0.0391 -0.1176 " DL+LL -0.0015 -0.0573 -0.1736 N9 DL -0.0066 -0.0389 -0.1179 " DL+LL -0.0096 -0.0569 -0.1740 N10 DL -0.0015 -0.0468 -0.1008 DL+LL -0.0022 -0.0687 -0.1498 N11 DL -0.0062 -0.0466 -0.1009 " DL+LL -0.0090 -0.0683 -0.1499 N12 DL -0.0021 -0.0532 -0.0802 " DL+LL -0.0030 -0.0782 -0.1198 N13 DL. -0.0057 -0.0530 -0.0809 " DL+LL -0.0083 -0.0778 -0.1209 N14 DL -0.0027 -0.0581 -0.0611 " DL+LL -0.0039 -O.OB56 -0.0932 N15 DLi -0.0051 -0.0579 -0.0602 " DL+LL -0.0075 -0.0853 -0.0912 N16 DL -0.0034 -0.0613 -0.0215 " DL+LL -0.0050 -0.0905 -0.0307 N17 DL -0.0045 -0.0611 -0.0220 " DL+LL -0.0066 -0.0900 -0.0315 N18 DL -0.0041 -0.0611 0.0180 " DL+LL -0.0060 -0.0899 0.0314 N19 DL -0.0038 -0.0610 0.0165 " DL+LL -0.0056 -0.0897 0.0289 N20 DL -0.0047 -0.0592 0.0377 DL+LL -0.0070 -0.0868 0.0590 N21 DL -0.0032 -0.0591 0.03B5 " DL+LL -0.0047 -0.0866 0.0603 N22 DL -0.0053 -0.0557 0.0605 " DL+LL -0.0079 -0.0814 0.0921 N23 DL -0.0027 -0.0556 0.0606 " DL+LL -0.0039 -0.0812 0.0921 N24 DL -0.0059 -0.0508 0.0802 " DL+LL -0.0087 -0.0740 0.1199 N25 DL -0.0022 -0.0506 0.0805 " DL+LL -0.0032 -0.0737 0.1203 N26 DL -0.0064 -0.0445 0.0978 " DL+LL -0.0094 -0.0647 0.1445 N27 DL -0.0017 -0.0443 0.0980 " DL+LL -0.0026 -0.0644 0.1448 N28 DL -0.0068 -0.0371 0.1128 " DL+LL -0.0100 -0.0538 0.1653 N29 DL -0.0014 -0.0369 0.1130 " DL+LL -0.0021 -0.0535 0.1656 1430 DL -0.0072 -0.0288 0.1251 " DL+LL -0.0105 -0.0416 0.1821 N31 DL -0.0011 -0.0285 0.1252 " DL+LL -0.0017 -0.0412 0.1821 N32 DL -0.0074 -0.0197 0.1344 P- " DL+LL -0.0109 -0.0283 0.1945 N33 DL -0.0009 -0.0194 0.1350 " DL+LL -0.0014 -0.0280 0.1954 N34 DL -0.0076 -0.0100 0.1404 " DL+LL -0.0111 -0.0144 0.2024 N35 DL -0.0008 -0.0097 0.1387 " DL+LL -0.0013 -0.0140 0.2000 N36 DL -0.0077 0.0000 0.1446 " DL+LL -0.0113 0.0000 0.2078 Nodal Reactions Node Load Case FX FY MZ K K K-ft Ni DL 0.0000 10.1233 -NA- " DL+LL 0.0000 14.2900 -NA- N36 DL -NA- 9.0122 -NA- " DL+LL -NA- 12.3455 -NA- Design Group Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL 2 2 DL+LL AISC-ASD Steel Design Group: Chords, Member Report Each member checked according to its own shape and span. SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: .Specified brace patterns Lateral at top (+y) = Continuous Lateral at bottom (-y) = Quarter Points Strong (parallel to y) = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. STEEL PARAMETERS: Fy = 50.00ksi Automatic bending coefficient, Cb, calculations. Using 1/3 stress increase per A5.2. FRAME INFORMATION: Sidesway frame for strong axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 Automatic calculation of Cm coefficient per Chapter H. Extreme Checks Only Axial Check: Member Section Name Name M1 WT7x54.5 M1 WT7x54.5 M10 WT7x54.5 M10 WT7x54.5 M11 WT7x54.5 Mll WT7x54.5 M12 WT7x54.5 M12 WT7x54.5 M13 WT7x54.5 &D Load Offset P fa KL/r Cc Fa Code Unity Case N ft K ksi ksi Ref. Check 1 0.00 -12.42 -0.78 28.53 107.00 27.33 E2-1 0.03 2 0.00 -17.59 -1.10 28.53 107.00 27.33 E2-1 0.04 1 0.00 -76.46 -4.78 28.53 107.00 27.33 E2-1 0.17 2 0.00 -113.78 -7.11 28.53 107.00 27.33 E2-1 0.26 1 0.00 -70.39 -4.40 28.53 107.00 27.33 E2-1 0.16 2 0.00 -103.41 -6.46 28.53 107.00 27.33 E2-1 0.24 1 0.00 -63.92 -3.99 29.53 107.00 27.33 E2-1 0.15 2 0.00 -92.83 -5.80 28.53 107.00 27.33 E2-1 0.21 1 0.00 -56.74 -3.55 28.53 107.00 27.33 E2-1 0.13 p! I M13 WT7x54.5 2 0.00 -81.51 -5.09 28.53 107.00 27.33 E2-1 0.19 M14 WT7x54.5 1 0.00 -48.90 -3.06 2B.53 107.00 27.33 E2-1 0.11 M14 WT7x54.5 2 0.00 -69.55 -4.35 28.53 107.00 27.33 E2-1 0.16 M15 WT7x54.5 1 0.00 -40.41 -2.53 28.53 107.00 27.33 E2-1 0.09 M15 WT7x54.5 2 0.00 -56.91 -3.56 28.53 107.00 27.33 E2-1 0.13 M16 WT7x54.5 1 0.00 -31.25 -1.95 28.53 107.00 27.33 E2-1 0.07 M16 WT7x54.5 2 0.00 -43,62 -2.73 28.53 107.00 27.33 E2-1 0.10 M17 WT7x54.5 1 0.00 -21.41 -1.34 28.53 107.00 27.33 E2-1 0.05 M17 WT7x54.5 2 0.00 -29.65 -1.85 28.53 107.00 27.33 E2-1 0.07 M18 WT7x54.5 1 0.00 -11.04 -0.69 28.53 107.00 27.33 E2-1 0.03 M18 WT7x54.5 2 0.00 -15.18 -0.95 28.53 107.00 27.33 E2-1 0.03 M19 WT7x54.5 1 0.00 12.59 0.79 28.53 0.00 30.00 D1, B1 0.03 M19 WT7x54.5 2 0.00 17.83 1.11 28.53 0.00 30.00 D1, B1 0.04 M2 WT7x54.5 1 0.00 -24.16 -1.51 28.53 107.00 27.33 E2-1 0.06 M2 WT7x54.5 2 0.00 -34.45 -2.15 28.53 107.00 27.33 E2-1 0.08 M20 WT7x54.5 1 0.00 24.33 1.52 28.53 0.00 30.00 D1, B1 0.05 M20 WT7x54.5 2 0.00 34.70 2.17 28.53 0.00 30.00 D1, B1 0.07 M21 WT7x54.5 1 0.00 35.54 2.22 28.53 0.00 30.00 D1, B1 0.07 M21 WT7x54.5 2 0.00 51.08 3.19 28.53 0.00 30.00 D1, B1 0.11 M22 WT7x54.5 1 0.00 46.06 2.88 28.53 0.00 30.00 D1, B1 0.10 M22 WT7x54.5 2 0.00 66.77 4.17 26.53 0.00 30.00 D1, B1 0.14 M23 WT7x54.5 1 0.00 55.93 3.50 28.53 0.00 30.00 D1, B1 0.12 M23 WT7x54.5 2 0.00 81.81 5.11 28.53 0.00 30.00 D1, B1 0.17 M24 WT7x54.5 1 0.00 65.09 4.07 28.53 0.00 30.00 D1, B1 0.14 M24 WT7x54.5 2 0.00 96.11 6.01 28.53 0.00 30.00 D1, B1 0.20 M25 WT7x54.5 1 0.00 73.86 4.62 28.53 0.00 30.00 D1, B1 0.15 M25 WT7x54.5 2 0.00 110.22 6.89 28.53 0.00 30.00 D1, B1 0.23 M26 WT7x54.5 1 0.00 76.56 4.79 28.53 0.00 30.00 D1, B1 0.16 M26 WT7x54.5 2 0.00 113.95 7.12 28.53 0.00 30.00 D1, B1 0.24 M27 WT7x54.5 1 0.00 70.48 4.40 28.53 0.00 30.00 D1, B1 0.15 M27 WT7x54.5 2 0.00 103.56 6.47 28.53 0.00 30.00 O1, B1 0.22 M28 WT7x54.5 1 0.00 64.02 4.00 28.53 0.00 30.00 D1, B1 0.13 M28 WT7x54.5 2 0.00 92.99 5.81 28.53 0.00 30.00 D1, B1 0.19 M29 WT7x54.5 1 0.00 56.85 3.55 28.53 0.00 30.00 D1, B1 0.12 M29 WT7x54.5 2 0.00 81.68 5.11 28.53 0.00 30.00 D1, B1 0.17 M3 WT7x54.5 1 0.00 -35.38 -2.21 28.53 107.00 27.33 E2-1 0.08 ,M3 WT7x54.5 2 0.00 -50.84 -3.16 28.53 107.00 27.33 E2-1 0.12 M30 WT7x54.5 1 0.00 49.03 3.06 28.53 0.00 30.00 D1, B1 0.10 M30 WT7x54.5 2 0.00 69.73 4.36 28.53 0.00 30.00 D1, B1 0.15 M31 WT7x54.5 1 0.00 40.54 2.53 28.53 0.00 30.00 D1, B1 0.08 M31 WT7x54.5 2 0.00 57.11 3.57 28.53 0.00 30.00 D1, B1 0.12 M32 WT7x54.5 1 0.00 31.39 1.96 28.53 0.00 30.00 D1, B1 0.07 M32 WT7x54.5 2 0.00 43.82 2.74 28.53 0.00 30.00 O1, 31 0.09 M33 WT7x54,5 1 0.00 21.56 1.35 28.53 0.00 30.00 D1, B1 0.04 M33 WT7x54.5 2 0.00 29.86 1.87 28.53 0.00 30.00 D1, B1 0.06 M34 WT7x54.5 1 0.00 11.19 0.70 28.53 0.00 30.00 D1, B1 0.02 M34 WT7x54.5 2 0.00 15.38 0.96 28.53 0.00 30.00 DI, B1 0.03 M4 WT7x54.5 1 0.00 -45.91 -2.87 28.53 107.00 27.33 E2-1 0.10 M4 WT7x54.5 2 0.00 -66.54 -4.16 28.53 107.00 27.33 E2-1 0.15 M5 WT7x54.5 1 0.00 -55.79 -3.49 28.53 107.00 27.33 E2-1 0.13 M5 WT7x54.5 2 0.00 -81.60 -5.10 28.53 107.00 27.33 E2-1 0.19 M6 WT7x54.5 1 0.00 -64.97 -4.06 28.53 107.00 27.33 E2-1 0.15 M6 WT7x54.5 2 0.00 -95.91 -5.99 28.53 107.00 27.33 E2-1 0,22 M7 WT7x54.5 1 0.00 -73.72 -4.61 28.53 107.00 27.33 E2-1 0.17 M7 WT7x54.5 2 0.00 -109.99 -6.87 28.53 107.00 27.33 E2-1 0.25 M8 WT7x54.5 1 0.00 -80.55 -5.03 28.53 107.00 27.33 E2-1 0.18 MB WT7x54.5 2 0.00 -121.19 -7.57 28.53 107.00 27.33 E2-1 0.28 M9 WT7x54.5 1 0.00 -80.57 -5.04 28.53 107.00 27.33 E2-1 0.18 M9 WT7x54.5 2 0.00 -121.22 -7.58 28.53 107.00 27.33 E2-1 0,28 Flexure Check (Strong Bending) Member Section Load Offset Mz fbz Lu Cb Fbz Code Unity Name Name Case # ft K-ft ksi ft ksi Ref. Check M1 WT7x54.5 1 3.60 0.29 0.46 0.00 1.00 33.00 Fl,web 0.01 M1 WT7x54.5 2 4.00 0.43 0.69 0.00 1.00 33.00 F1,web 0.02 M10 WT7x54.5 1 3.20 0.86 1.37 0.00 1.00 33.00 F1,web 0.04 M10 WT7x54.5 2 4.00 1.25 1.99 0.00 1.00 33.00 F1,web 0.06 M11 WT7x54.5 1 0.00 1.03 1.64 0.00 1.00 33.00 Fl,web 0.05 M11 WT7x54.5 2 0.00 1.58 2.50 0.00 1.00 33.00 F1,web 0,08 M12 WT7x54.5 1 0.80 0.87 1.37 0.00 1.00 33.00 Fl,web 0.04 M12 WT7x54.5 2 0.00 1.26 2.01 0.00 1.00 33.00 Fl,web 0.06 M13 WT7x54.5 1 0.40 0.80 1.27 0.00 1.00 33.00 Fl,web 0.04 M13 WT7x54.5 2 0.00 1.17 1.86 0.00 1.00 33.00 Fl,web 0.06 M14 WT7x54.5 1 0.40 0.71 1.12 0.00 1.00 33.00 F1,web 0.03 M14 WT7x54.5 2 0.00 1.03 1.63 0.00 1.00 33.00 Fl,web 0.05 M15 WT7x54.5 1 0.40 0.61 0.97 0.00 1.00 33.OD Fl,web 0.03 M15 WT7x54.5 2 0.00 0.88 1.39 0.00 1.00 33.00 Fl,web 0.04 M16 WT7x54.5 1 0.00 0.51 0.81 0.00 1.00 33.00 F1,web 0.02 M16 WT7x54.5 2 0.00 0.73 1.16 0.00 1.00 33.00 Fl, web 0.04 P! M17 WT7x54.5 1 0.00 0.38 0.61 0.00 1.00 33.00 Fl, web M17 WT7x54.5 2 0.00 0.55 0.87 0.00 1.00 33.00 Fl,web M18 WT7x54.5 1 0.40 0.26 0.41 0.00 1.00 33.00 Fl,web M18 WT7x54.5 2 0.00 0.37 0.58 0.00 1.00 33.00 Fl,web M19 WT7x54.5 1 4.00 0.53 0.84 0.00 1.00 33.00 Fl, web M19 WT7x54.5 2 4.00 0.76 1.21 0.00 1.00 33.00 Fl,web M2 WT7x54.5 1 4.00 0.44 0.70 0.00 1.00 33.00 Fl,web M2 WT7x54.5 2 4.00 0.64 1.02 0.00 1.00 33.00 Fl,web M20 WT7x54.5 1 4.00 0.57 0.91 0.00 1.00 33.00 Fl,web M20 WT7x54.5 2 4.00 0.83 1.32 0.00 1.00 33.00 Fl,web M21 WT7x54.5 1 4.00 0.71 1.12 0.00 1.00 33.00 Fl,web M21 WT7x54.5 2 4.00 1.04 1.64 0.00 1.00 33.00 Fl,web M22 WT7x54.5 1 4.00 0.81 1.29 0.00 1.00 33.00 Fl,web M22 WT7x54.5 2 4.00 1.20 1.91 0.00 1.00 33.00 Fl,web M23 WT7x54.5 1 4.00 0.93 1.48 0.00 1.00 33.00 Fl,web M23 WT7x54.5 2 4.00 1.40 2.22 0.00 1.00 33.00 Fl,web M24 WT7x54.5 1 2.80 0.87 1.39 0.00 1.00 33.00 Fl,web M24 WT7x54.5 2 3.20 1.24 1.98 0.00 1.00 33.00 Fl,web M25 WT7x54.5 1 4.00 2.34 3.71 0.00 1.00 33.00 Fl,web M25 WT7x54.5 2 4.00 3.84 6.09 D.00 1.00 33.00 Fl,web M26 WT7x54.5 1 0.00 2.29 3.63 0.00 1.00 33.00 Fl,web M26 WT7x54.5 2 0.00 3.77 5.99 0.00 1.00 33.00 Fl,web M27 WT7x54.5 1 1.60 0.91 1.45 0.00 1.00 33.00 Fl,web M27 WT7x54.5 2 1.60 1.29 2.05 0.00 1.00 33.00 Fl,web M28 WT7x54.5 1 0.80 0.96 1.53 0.00 1.00 33.00 Fl,web M28 WT7x54.5 2 0.00 1.43 2.27 0.00 1.00 33.00 Fl,web M29 WT7x54.5 1 0.40 0.68 1.39 0.00 1.00 33.00 Fl,web M29 WT7x54.5 2 0.00 1.28 2.04 0.00 1.00 33.00 Fl,web M3 WT7x54.5 1 4.00 0.58 0.92 0.00 1.00 33.00 Fl,web M3 WT7x54.5 2 4.00 0.86 1.36 0.00 1.00 33.00 Fl,web M30 WT7x54.5 1 0.40 0.80 1.27 0.00 1.00 33.00 Fl,web M30 WT7x54.5 2 0.00 1.15 1.63 0.00 1.00 33.00 Fl,web M31 WT7x54.5 1 0.40 0.71 1.13 0.00 1.00 33.00 Fl,web M31 WT7x54.5 2 0.00 1.02 1.62 0.00 1.00 33.00 Fl,web M32 WT7x54.5 1 0.00 0.62 0.98 0.00 1.00 33.00 Fl,web M32 WT7x54.5 2 0.00 0.88 1.40 0.00 1.00 33.00 Fl,web M33 WT7x54.5 1 0.40 0.51 0.80 0.00 1.00 33.00 Fl,web M33 WT7x54.5 2 0.00 0.71 1.13 0.00 1.00 33.00 Fl,web M34 WT7x54.5 1 0.00 0.47 0.74 0.00 1.00 33.00 Fl,web M34 WT7x54.5 2 0.00 0.65 1.04 0.00 1.00 33.00 Fl,web •M4 WT7x54.5 1 4.00 0.70 1.11 0.00 1.00 33.00 Fl,web ,M4 WT7x54.5 2 4.00 1.04 1.65 0.00 1.00 33.00 Fl,web M5 WT7x54.5 1 4.00 0.80 1.26 0.00 1.00 33.00 Fl,web M5 WT7x54.5 2 4.00 1.19 1.88 0.00 1.00 33.00 Fl,web "M6 WT7x54.5 1 4.00 1.00 1.58 0.00 1.00 33.00 Fl,web M6 WT7x54.5 2 4.00 1.52 2.42 0.00 1.00 33.00 Fl,web 147 WT7x54.5 1 1.60 0.80 1.27 0.00 1.00 33.00 Fl,web 'oM7 WT7x54.5 2 1.20 1.12 1.78 0.00 1.00 33.00 Fl,web M8 WT7x54.5 1 4.00 2.66 4.22 0.00 1.00 33.00 Fl,web MB WT7x54.5 2 4.00 4.42 7.01 0.00 1.00 33.00 Fl,web M9 WT7x54.5 1 0.00 2.63 4.18 0.00 1.00 33.00 Fl,web M9 WT7x54.5 2 0.00 4.38 6.95 0.00 1.00 33.00 Fl,web Shear Check (Strong Axis) Member Section Load Offset Vy fvy h/tw Fvy Code Unity Name Name Case it ft X ksi ksi Ref. Check M1 WT7x54.5 1 0.00 0.20 0.05 12.00 20.00 F4-1 0.00 M1 WT7x54.5 2 0.00 0.24 0.06 12.00 20.00 F4-1 0.00 M10 WT7x54.5 1 0.00 0.18 0.05 12.00 20.00 F4-1 0.00 M10 WT7x54.5 2 0.00 0.22 0.06 12.00 20.00 F4-1 0.00 M11 WT7x54.5 1 4.00 -0.21 -0.06 12.00 20.00 F4-1 0.00 M11 WT7x54.5 2 4.00 -0.28 -0.07 12.00 20.00 F4-1 0.00 M12 WT7x54.5 1 4.00 -0.16 -0.05 12.00 20.00 F4-1 0.00 M12 WT7x54.5 2 4.00 -0.22 -0.06 12.00 20.00 F4-1 0.00 M13 WT7x54.5 1 4.00 -0.19 -0.05 12.00 20.00 F4-1 0.00 M13 WT7x54.5 2 4.00 -0.24 -0.06 12.00 20.00 F4-1 0.00 M14 WT7x54.5 1 4.00 -0.20 -0.05 12.00 20.00 F4-1 D.00 M14 WT7x54.5 2 4.00 -0.25 -0.07 12.00 20.00 F4-1 0.00 M15 WT7x54.5 1 4.00 -0.20 -0.05 12.00 20.00 F4-1 0.00 M15 WT7x54.5 2 4.00 -0.25 -0.07 12.00 20.00 F4-1 0.00 M16 WT7x54.5 1 4.00 -0.21 -0.06 12.00 20.00 F4-1 0.00 M16 WT7x54.5 2 4.00 -0.26 -0.07 12.00 20.00 F4-1 0.00 M17 WT7x54.5 1 4.00 -0.22 -0.06 12.00 20.00 F4-1 0.00 M17 WT7x54.5 2 4.00 -0.26 -0.07 12.00 20.00 F4-1 0.00 M18 WT7x54.5 1 4.00 -0.19 -0.05 12.00 20.00 F4-1 0.00 M18 WT7x54.5 2 4.00 -0.22 -0.06 12.00 20.00 F4-1 0.00 M19 WT7x54.5 1 0.00 0.33 0.09 12.00 20.00 F4-1 0.00 M19 WT7x54.5 2 0.00 0.42 0.11 12.00 20.00 F4-1 0.01 P( �3 M2 WT7x54.5 1 0.00 0.23 0.06 12.00 20.00 F4-1 M2 WT7x54.5 2 0.00 0.29 0.08 12.00 20.00 F4-1 M20 WT7x54.5 1 0.00 0.21 0.06 12.00 20.00 F9-1 M20 WT7x54.5 2 0.00 0.26 0.07 12.00 20.00 F4-1 M21 WT7x54.5 1 0.00 0.23 0.06 12.00 20.00 F4-1 M21 WT7x54.5 2 0.00 0.28 0.07 12.00 20.00 F4-1 M22 WT7x54.5 1 0.00 0.21 0.06 12.00 20.00 F4-1 M22 WT7x54.5 2 0.00 0.27 0.07 12.00 20.00 F4-1 M23 WT7x54.5 1 0.00 0.21 0.06 12.00 20.00 F4-1 M23 WT7x54.5 2 0.00 0.27 0.07 12.00 20.00 F4-1 M24 WT7x54.5 1 0.00 0.15 0.04 12.00 20.00 F4-1 M24 WT7x54.5 2 0.00 0.16 0.04 12.00 20.00 F4-1 M25 WT7x54.5 1 0.00 0.55 0.15 12.00 20.00 F4-1 M25 WT7x54.5 2 0.00 0.87 0.23 12.00 20.00 F4-1 M26 WT7x54.5 1 4.00 -0.52 -0.14 12.00 20.00 F4-1 M26 WT7x54.5 2 4.00 -0.83 -0.22 12.00 20.00 F4-1 M27 WT7x54.5 1 4.00 -0.12 -0.03 12.00 20.00 F4-1 M27 WT7x54.5 2 4.00 -0.13 -0.03 12.00 20.00 F4-1 M28 WT7x54.5 1 4.00 -0.18 -0.05 12.00 20.00 F4-1 M28 WT7x54.5 2 4.00 -0.22 -0.06 12.00 20.00 F4-1 M29 WT7x54.5 1 4.00 -0.19 -0.05 12.00 20.00 F4-1 M29 WT7x54.5 2 4.00 -0.23 -0.06 12.00 20.00 F4-1 M3 WT7x54.5 1 0.00 0.23 0.06 12.00 20.00 F4-1 M3 WT7x54.5 2 0.00 0.29 0.08 12.00 20.00 F4-1 M30 WT7x54.5 1 4.00 -0.19 -0.05 12.00 20.00 F4-1 M30 WT7x54.5 2 4.00 -0.23 -0.06 12.00 20.00 F4-1 M31 WT7x54.5 1 4.00 -0.20 -0.05 12.00 20.00 F4-1 M31 WT7x54.5 2 4.00 -0.24 -0.06 12.00 20.00 F4-1 M32 WT7x54.5 1 4.00 -0.21 -0.06 12.00 20.00 F4-1 M32 WT7x54.5 2 4.00 -0.26 -0.07 12.00 20.00 F4-1 M33 WT7x54.5 1 4.00 -0.20 -0.05 12.00 20.00 F4-1 M33 WT7x54.5 2 4.00 -0.24 -0.06 12.00 20.00 F4-1 M34 WT7x54.5 1 4.00 -0.31 -0.08 12.00 20.00 F4-1 M34 WT7x54.5 2 4.00 -0.38 -0.10 12.00 20.00 F4-1 M4 WT7x54.5 1 0.00 0.22 0.06 12.00 20.00 F4-1 M4 WT7x54.5 2 0.00 0.28 0.07 12.00 20.00 F4-1 .M5 WT7x54.5 1 0.00 0.21 0.06 12.00 20.00 F4-1 �M5 WT7x54.5 2 0.00 0.26 0.07 12.00 20.00 F4-1 V6 WT7x54.5 1 0.00 0.23 0.06 12.00 20.00 F4-1 :M6 WT7x54.5 2 0.00 0.31 0.08 12.00 20.00 F4-1 M7 WT7x54.5 1 4.00 -0.13 -0.03 12.00 20.00 F4-1 -M7 WT7x54.5 2 4.00 -0.16 -0.04 12.00 20.00 F4-1 :Me WT7x54.5 1 0.00 0.68 0.18 12.00 20.00 F4-1 IM8 WT7x54.5 2 0.00 1.11 0.30 12.00 20.00 F4-1 'M9 WT7x59.5 1 4.00 -0.67 -0.18 12.00 20.00 F4-1 :M9 WT7x54.5 2 4.00 -1.10 -0.29 12.00 20.00 F4-1 Combined .Stresses Check: Member Section Load Offset Cmz Fez Code Unity Name Name Case $ ft ksi Ref. Check M1 WT7x54.5 1 3.60 0.85 183.50 H1-3 0.04 M1 WT7x54.5 2 4.00 0.85 183.50 H1-3 0.06 M10 WT7x54.5 1 3.20 0.85 183.50 H1-1 0.21 M10 WT7x54.5 2 4.00 0.85 183.50 H1-1 0.31 M11 WT7x59.5 1 0.00 0.85 183.50 H1-1 0.20 M11 WT7x54.5 2 0.00 0.85 183.50 H1-1 0.30 M12 WT7x54.5 1 0.80 0.65 183.50 H1-3 0.19 M12 WT7x54.5 2 0.00 0.85 183.50 H1-1 0.27 M13 WT7x54.5 1 0.40 0.85 183.50 H1-3 0.17 M13 WT7x54.5 2 0.00 0.85 183.50 H1-1 0.24 M14 WT7x54.5 1 0.40 0.85 183.50 H1-3 0.15 M14 WT7x54.5 2 0.00 0.85 183.50 H1-1 0.20 M15 WT7x54.5 1 0.40 0.85 183.50 H1-3 0.12 M15 WT7x54.5 2 0.00 0.85 183.50 H1-3 0.17 M16 WT7x54.5 1 0.00 0.85 183.50 H1-3 0.10 M16 WT7x54.5 2 0.00 0.65 163.50 H1-3 0.13 M17 WT7x54.5 1 0.00 0.85 183.50 H1-3 0.07 M17 WT7x54.5 2 0.00 0.85 183.50 H1-3 0.09 M18 WT7x54.5 1 0.40 0.85 183.50 H1-3 0.04 M18 WT7x54.5 2 0.00 0.85 183.50 H1-3 0.05 M19 WT7x54.5 1 4.00 0.85 163.50 H2-1 0.05 M19 WT7x54.5 2 4.00 0.85 183.50 H2-1 0.07 M2 WT7x54.5 1 4.00 0.65 183.50 HI-3 0.08 M2 WT7x54.5 2 4.00 0.85 193.50 H1-3 0.11 M20 WT7x54.5 1 4.00 0.85 183.50 H2-1 0.08 M20 WT7x54.5 2 4.00 0.85 183.50 H2-1 0.11 M21 WT7x54.5 1 4.00 0.85 183.50 H2-1 0.11 P 44 M21 WT7x54.5 2 4.00 0.85 183.50 H2-1 M22 WT7x54.5 1 4.00 0.85 183.50 H2-1 M22 WT7x54.5 2 4.00 0.85 183.50 H2-1 M23 WT7x54.5 1 4.00 0.85 183.50 H2-1 M23 WT7x54.5 2 4.00 0.85 183.50 H2-1 M24 WT7x54.5 1 2.80 0.85 183.50 H2-1 M24 WT7x54.5 2 3.20 0.85 183.50 H2-1 M25 WT7x54.5 1 4.00 0.85 183.50 H2-1 M25 WT7x54.5 2 4.00 0.85 183.50 H2-1 M26 WT7x54.5 1 0.00 0.85 183.50 H2-1 M26 WT7x54.5 2 0.00 0.85 183.50 H2-1 M27 WT7x54.5 1 1.60 0.85 163.50 H2-1 M27 WT7x54.5 2 1.60 0.85 183.50 H2-1 M28 WT7x54.5 1 0.80 0.85 183.50 H2-1 M28 WT7x54.5 2 0.00 0.85 183.50 H2-1 M29 WT7x54.5 1 0.40 0.85 183.50 H2-1 M29 WT7x54.5 2 0.00 0.85 183.50 H2-1 M3 WT7x54.5 1 4.00 0.85 183.50 H1-3 M3 WT7x54.5 2 4.00 0.85 183.50 H1-3 M30 WT7x54.5 1 0.40 0.85 183.50 112-1 M30 WT7x54.5 2 0.00 0.85 183.50 H2-1 M31 WT7x54.5 1 0.40 0.85 183.50 H2-1 M31 WT7x54.5 2 0.00 0.85 183.50 H2-1 M32 WT7x54.5 1 0.00 0.85 1B3.50 H2-1 M32 WT7x54.5 2 0.00 0.85 183.50 H2-1 M33 WT7x54.5 1 0.40 0.85 183.50 H2-1 M33 WT7x54.5 2 0.00 0.85 183.50 H2-1 M34 WT7x54.5 1 0.00 0.85 183.50 H2-1 M34 WT7x54.5 2 0.00 0.85 183.50 H2-1 M4 WT7x54.5 1 4.00 0.85 183.50 H1-3 M4 WT7x54.5 2 4.00 0.85 183.50 H1-1 M5 WT7x54.5 1 4.00 0.85 183.50 H1-3 M5 WT7x54.5 2 4.00 0.85 183.50 H1-1 M6 WT7x54.5 1 4.00 0.85 183.50 H1-3 M6 WT7x54.5 2 4.00 0.85 183.50 H1-1 M7 WT7x54.5 1 1.60 0.85 183.50 H1-1 .M7 WT7x54.5 2 1.20 0.85 183.50 H1-1 M8 WT7x54.5 1 4.00 0.85 183.50 H1-1 'MB WT7x54.5 2 4.00 0.85 183.50 H1-1 -M9 WT7x54.5 1 0.00 0.85 183.50 H1-1 M9 WT7x54.5 2 0.00 0.85 183.50 H1-1 (')Stress increased by 1/3 according to AISC-ASD A5.2. AISC-ASD Steel Design Group: Webs, Member Report Each member checked according to its own shape and span. SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Specified brace patterns Lateral at top (+y) = Unbraced Lateral at bottom (-y) = Unbraced Strong (parallel to y) = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. STEEL PARAMETERS: Fy = 46.00ksi Automatic bending coefficient, Cb, calculations. Using 1/3 stress increase per A5.2. FRAME INFORMATION: Sidesway frame for strong axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 Automatic calculation of Cm coefficient per Chapter H. Extreme Checks Only Axial Check: Member Section Load Offset P fa KL/r Cc Fa Code Unity Name Name Case M ft R ksi ksi Ref. Check M352L2.5x2.5x.375 1 0.00 15.90 4.58 81.58 0.00 27.60 D1, B1 0.17 M352L2.5x2.5x.375 2 0.00 22.51 6.49 81.58 0.00 27.60 D1, B1 0.24 PE 65 M362L2.5x2.5x.375 1 0.00 -9.53 -2.75 50.96 111.55 22.56 E2-1 M362L2.5x2.5x.375 2 0.00 -13.56 -3.91 50.96 111.55 22.56 E2-1 M372L2.5x2.5x.375 1 0.00 14.81 4.27 81.58 0.00 27.60 D1, B1 M372L2.5x2.5x.375 2 0.00 21.26 6.13 81.58 0.00 27.60 D1, B1 M382L2.5x2.5x.375 1 0.00 -9.08 -2. 62 50.96 111.55 22.56 E2-1 M382L2.5x2.5x.375 2 0.00 -13.15 -3.79 50.96 111.55 22.56 E2-1 M392L2.5x2.5x.375 1 0.00 14.14 4.08 81.58 0.00 27.60 D1, B1 M392L2.5x2.5x.375 2 0.00 20.66 5.95 81.58 0.00 27.60 D1, B1 M402L2.5x2.5x.375 1 0.00 -8.54 -2.46 50.96 111.55 22.56 E2-1 M402L2.5x2.5x.375 2 0.00 -12.59 -3.63 50.96 111.55 22.56 E2-1 M412L2.5x2.5x.375 1 0.00 13.28 3.83 81.58 0.00 27.60 D1, B1 M412L2.5x2.5x.375 2 0.00 19.79 5.70 81.58 0.00 27.60 D1, B1 M422L2.5x2.5x.375 1 0.00 -8.03 -2.31 50.96 111.55 22.56 E2-1 M422L2.5x2.5x.375 2 0.00 -12.08 -3.48 50.96 111.55 22.56 E2-1 M432L2.5x2.5x.375 1 0.00 12.46 3.59 81.58 0.00 27.60 D1, B1 M432L2.5x2.5x.375 2 0.00 18.98 5.47 81.58 0.00 27.60 D1, B1 M442L2.5x2.5x.375 1 0.00 -7.51 -2.16 50.96 111.55 22.56 E2-1 M442L2.5x2.5x.375 2 0.00 -11.56 -3.33 50.96 111.55 22.56 E2-1 M452L2.5x2.5x.375 1 0.00 11. 57 3.33 81.58 0.00 27.60 D1, B1 M452L2.5x2.5x.375 2 0.00 18.05 5.20 61.58 0.00 27.60 D1, 31 M462L2.5x2.5x.375 1 0.00 -7.01 -2.02 50.96 111.55 22.56 E2-1 M462L2.5x2.5x.375 2 0.00 -11.09 -3.19 50.96 111.55 22.56 E2-1 M472L2.5x2.5x.375 1 0.00 11.05 3.18 81.58 0.00 27.60 D1, B1 M472L2.5x2.5x.375 2 0.00 17.76 5.12 81.58 0.00 27.60 D1, B1 M482L2.5x2.5x.375 1 0.00 -6.22 -1.79 50.96 111.55 22.56 E2-1 M482L2.5x2.5x.375 2 0.00 -10.09 -2.91 50.96 111.55 22.56 E2-1 M492L2.5x2.5x.375 1 0.00 8.57 2.47 81.58 0.00 27.60 D1, 31 M492L2.5x2.5x.375 2 0.00 14.05 4.05 81.58 0.00 27.60 D1, B1 M502L2.5x2.5x.375 1 0.00 -9.11 -2.63 50.96 111.55 22.56 E2-1 M502L2.5x2.5x.375 2 0.00 -15.76 -4.54 50.96 111.55 22.56 E2-1 M512L2.5x2.5x.375 1 5.12 5.14 1.48 81.58 0.00 27.60 D1, B1 M512L2.5x2.5x.375 2 5.12 9.31 2.68 81.58 0.00 27.60 D1, B1 M522L2.5x2.5x.375 1 3.20 -4.12 -1.19 50.96 111.55 22.56 E2-1 M522L2.5x2.5x.375 2 3.20 -7.19 -2.07 50.96 111.55 22.56 E2-1 M532L2.5x2.5x.375 1 5.12 7.67 2.21 81.58 0.00 27.60 D1, 31 M532L2.5x2.5x.375 2 5.12 13.08 3.77 81.58 0.00 27.60 D1, B1 M542L2.5x2.5x.375 1 3.20 -4.88 -1.41 50.96 111.55 22.56 E2-1 M542L2.5x2.5x.375 2 3.20 -8.15 -2.35 50.96 111.55 22.56 E2-1 M552L2.5x2.5x.375 1 5.12 8.16 2.35 81.58 0.00 27.60 D1, B1 M552L2.5x2.5x.375 2 5.12 13.33 3.84 81.58 0.00 27.60 D1, B1 M562L2.5x2.5x.375 1 3.20 -5.39 -1.55 50.96 111.55 22.56 E2-1 M562L2.5x2.5x.375 2 3.20 -8.63 -2.49 50.96 111.55 22.56 E2-1 M572L2.5x2.5x.375 1 5.12 9.06 2.61 81.58 0.00 27.60 D1, B1 M572L2.5x2.5x.375 2 5.12 14.27 4.11 81.58 0.00 27.60 D1, B1 M582L2.5x2.5x.375 1 3.20 -5.90 -1.70 50.96 111.55 22.56 E2-1 M582L2.5x2.5x.375 2 3.20 -9.15 -2.64 50.96 111.55 22.56 E2-1 M592L2.5x2.5x.375 1 5.12 9.88 2.85 81.58 0.00 27.60 D1, B1 M592L2.5x2.5x.375 2 5.12 15.09 4.35 81.58 0.00 27.60 D1, B1 M602L2.5x2.5x.375 1 3.20 -6.42 -1.85 50.96 111.55 22.56 E2-1 M602L2.5x2.5x.375 2 3.20 -9.67 -2.79 50.96 111.55 22.56 E2-1 M612L2.5x2.5x.375 1 5.12 10.72 3.09 81.58 0.00 27.60 D1, B1 M612L2.5x2.5x.375 2 5.12 15.92 4.59 81.58 0.00 27.60 D1, B1 M622L2.5x2.5x.375 1 3.20 -6.95 -2.00 50.96 111.55 22.56 E2-1 M622L2.5x2.5x.375 2 3.20 -10.19 -2.94 50.96 111.55 22.56 E2-1 M632L2.5x2.5x.375 1 5.12 11.55 3.33 81.58 0.00 27.60 D1, B1 M632L2.5x2.5x.375 2 5.12 16.75 4.83 81.58 0.00 27.60 D1, B1 M642L2.5x2.5x.375 1 3.20 -7.46 -2.15 50.96 111.55 22.56 E2-1 M642L2.5x2.5x.375 2 3.20 -10.70 -3.08 50.96 111.55 22.56 E2-1 M652L2.5x2.5x.375 1 5.12 12.40 3.57 81.58 0.00 27.60 D1, Bl M652L2.5x2.5x.375 2 5.12 17.62 5.08 81.58 0.00 27.60 D1, el M662L2.5x2.5x.375 1 3.20 -8.00 -2.31 50.96 111.55 22.56 E2-1 M662L2.5x2.5x.375 2 3.20 -11.25 -3.24 50.96 111.55 22.56 E2-1 M672L2.5x2.5x.375 1 5.12 13.09 3.77 81.58 0.00 27.60 D1, Bl M672L2.5x2.5x.375 2 5.12 18.25 5.26 81.58 0.00 27.60 D1, B1 M682L2.5x2.5x.375 1 3.20 -8.46 -2.44 50.96 111.55 22.56 E2-1 M682L2.5x2.5x.375 2 3.20 -11.68 -3.37 50.96 111.55 22.56 E2-1 M692L2.5x2.5x.375 1 5.12 14.13 4.07 81.58 0.00 27.60 D1, B1 M692L2.5x2.5x.375 2 5.12 19.42 5.60 81.58 0.00 27.60 D1, B1 Flexure Check (Strong Sending) Member Section Load Offset Mz fbz Lu Cb Fbz Code Unity Name Name Case A ft K-ft ksi ft ksi Ref. Check M352L2.5x2.5x.375 1 5.12 -0.09 0.97 5.12 2.30 27.60 Fl,web 0.04 M352L2.5x2.5x.375 2 5.12 -0.12 1.28 5.12 2.30 27.60 F1,web 0.05 M362L2.5x2.5x.375 1 3.20 -0.27 2.91 3.20 2.30 27.60 Fl,web 0.11 M362L2.5x2.5x.375 2 3.20 -0.39 4.15 3.20 2.30 27.60 F1,web 0.15 M372L2.5x2.5x.375 1 5.12 -0.09 1.01 5.12 2.30 27.60 Fl,web 0.04 M372L2.5x2.5x.375 2 5.12 -0.13 1.36 5.12 2.30 27.60 Fl,web 0.05 M382L2.5x2.5x.375 1 3.20 -0.27 2.90 3.20 2.30 27.60 F1,web 0.10 M382L2.5x2.5x.375 2 3.20 -0.40 4.20 3.20 2.30 27.60 Fl,web 0.15 P� M392L2.5x2.5x.375 1 5.12 -0.08 0.87 5.12 2.30 27.60 Fl,web M392L2.5x2.5x.375 2 5.12 -0.11 1.18 5.12 2.30 27.60 Fl,web M402L2.5x2.5x.375 1 3.20 -0.26 2.71 3.20 2.30 27.60 Fl,web M402L2.5x2.5x.375 2 3.20 -0.38 4.00 3.20 2.30 27.60 Fl,web M412L2.5x2.5x.375 1 5.12 -0.07 0.79 5.12 2.30 27.60 Fl,web M412L2.5x2.5x.375 2 0.00 0.11 1.20 5.12 2.30 30.36 Fl,web M422L2.5x2.5x.375 1 3.20 -0.24 2.54 3.20 2.30 27.60 Fl,web M422L2.5x2.5x.375 2 3.20 -0.36 3.83 3.20 2.30 27.60 Fl,web M432L2.5x2.5x.375 1 5.12 -0.06 0.69 5.12 2.30 27.60 Fl,web M432L2.5x2.5x.375 2 0.00 0.11 1.21 5.12 2.30 30.36 Fl,web M442L2.5x2.5x.375 1 3.20 -0.23 2.39 3.20 2.30 27.60 Fl,web M442L2.5x2.5x.375 2 3.20 -0.35 3.69 3.20 2.30 27.60 Fl,web M452L2.5x2.5x.375 1 0.00 0.07 0.74 5.12 2.30 30.36 Fl,web M452L2.5x2.5x.375 2 0.00 0.12 1.24 5.12 2.30 30.36 Fl,web M462L2.5x2.5x.375 1 3.20 -0.20 2.15 3.20 2.30 27.60 Fl,web M462L2.5x2.5x.375 2 3.20 -0.32 3.39 3.20 2.30 27.60 Fl,web M472L2.5x2.5x.375 1 0.00 0.07 0.72 5.12 2.30 30.36 Fl,web M472L2.5x2.5x.375 2 0.00 0.12 1.24 5.12 2.30 30.36 Fl,web M482L2.5x2.5x.375 1 3.20 -0.23 2.40 3.20 2.30 27.60 Fl,web M482L2.5x2.5x.375 2 3.20 -0.37 3.96 3.20 2.30 27.60 Fl,web M492L2.5x2.5x.375 1 1.54 0.07 0.74 5.12 1.00 30.36 Fl,web M492L2.5x2.5x.375 2 0.51 0.11 1.17 5.12 1.00 30.36 Fl,web M502L2.5x2.5x.375 1 3.20 -0.03 0.29 3.20 2.30 27.60 Fl,web M502L2.5x2.5x.375 2 3.20 -0.04 0.40 3.20 2.30 27.60 Fl,web M512L2.5x2.5x.375 1 3.07 0.07 0.69 5.12 1.00 30.36 Fl,web M512L2.5x2.5x.375 2 3.59 0.10 1.05 5.12 1.00 30.36 Fl,web M522L2.5x2.5x.375 1 0.00 -0.17 1.77 3.20 2.30 27.60 Fl,web M522L2.5x2.5x.375 2 0.00 -0.29 3.08 3.20 2.30 27.60 Fl,web M532L2.5x2.5x.375 1 4.10 0.05 0.56 5.12 1.00 30.36 Fl,web M532L2.5x2.5x.375 2 5.12 0.09 0.98- 5.12 2.30 30.36 Fl,web M542L2.5x2.5x.375 1 0.00 -0.14 1.46 3.20 2.30 27.60 Fl,web M542L2.5x2.5x.375 2 0.00 -0.23 2.44 3.20 2.30 27.60 Fl,web M552L2.5x2.5x.375 1 4.61 0.06 0.60 5.12 1.00 30.36 Fl,web M552L2.5x2.5x.375 2 5.12 0.10 1.02 5.12 2.30 30.36 Fl,web M562L2.5x2.5x.375 1 0.00 -0.16 1.72 3.20 2.30 27.60 Fl,web M562L2.5x2.5x.375 2 0.00 -0.26 2.76 3.20 2.30 27.60 Fl,web M572L2.5x2.5x.375 1 4.61 0.06 0.60 5.12 1.00 30.36 Fl,web M572L2.5x2.5x.375 2 5.12 0.09 1.00 5.12 2.30 30.36 Fl,web M582L2.5x2.5x.375 1 0.00 -0.18 1.87 3.20 2.30 27.60 Fl,web M582L2.5x2.5x.375 2 0.00 -0.27 2.90 3.20 2.30 27.60 Fl,web M592L2.5x2.5x.375 1 4.61 0.06 0.60 5.12 1.00 30.36 Fl,web M592L2.5x2.5x.375 2 5.12 0.09 1.00 5.12 2.30 30.36 Fl,web M602L2.5x2.5x.375 1 0.00 -0.19 2.04 3.20 2.30 27.60 Fl,web M602L2.5x2.5x.375 2 0.00 -0.29 3.07 3.20 2.30 27.60 Fl,web M612L2.5x2.5x.375 1 0.00 -0.06 0.62 5.12 2.30 27.60 Fl,web M612L2.5x2.5x.375 2 5.12 0.09 0.99 5.12 2.30 30.36 Fl,web M622L2.5x2.5x.375 1 0.00 -0.21 2.20 3.20 2.30 27.60 Fl,web M622L2.5x2.5x.375 2 0.00 -0.30 3.24 3.20 2.30 27.60 Fl,web M632L2.5x2.5x.375 1 0.00 -0.07 0.71 5.12 2.30 27.60 Fl,web M632L2.5x2.5x.375 2 0.00 -0.09 0.94 5.12 2.30 27.60 Fl,web M642L2.5x2.5x.375 1 0.00 -0.22 2.37 3.20 2.30 27.60 Fl,web M642L2.5x2.5x.375 2 0.00 -0.32 3.40 3.20 2.30 27.60 Fl,web M652L2.5x2.5x.375 1 0.00 -0.07 0.79 5.12 2.30 27.60 Fl,web M652L2.5x2.5x.375 2 0.00 -0.10 1.04 5.12 2.30 27.60 Fl,web M662L2.5x2.5x.375 1 0.00 -0.24 2.55 3.20 2.30 27.60 Fl,web M662L2.5x2.5x.375 2 0.00 -0.34 3.59 3.20 2.30 27.60 Fl,web M672L2.5x2.5x.375 1 0.00 -0.09 0.91 5.12 2.30 27.60 Fl,web M672L2.5x2.5x.375 2 0.00 -0.11 1.20 5.12 2.30 27.60 Fl,web M682L2.5x2.5x.375 1 0.00 -0.24 2.58 3.20 2.30 27.60 Fl,web M6B2L2.5x2.5x.375 2 0.00 -0.34 3.57 3.20 2.30 27.60 Fl,web M692L2.5x2.5x.375 1 0.00 -0.08 0.89 5.12 2.30 27.60 Fl,web M692L2.Sx2.5x.375 2 0.00 -0.11 1.13 5.12 2.30 27.60 Fl,web Shear Check (Strong Axis) Member Section Load Offset Vy fvy h/tw Fvy Code Unity Name Name Case A ft X ksi ksi Ref. Check M352L2.Sx2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 0.00 M352L2.5x2.5x.375 2 5.12 -0.07 -0.04 5.67 18.40 F4-1 0.00 M362L2.5x2.5x.375 1 0.00 -0.13 -0.09 5.67 18.40 F4-1 0.00 M362L2.5x2.5x.375 2 0.00 -0.24 -0.13 5.67 18.40 F4-1 0.01 M372L2.5x2.5x.375 1 5.12 -0.06 -0.03 5.67 18.40 F4-1 0.00 M372L2.5x2.5x.375 2 5.12 -0.07 -0.04 5.67 18.40 F4-1 0.00 M382L2.5x2.5x.375 1 0.00 -0.17 -0.09 5.67 18.40 F4-1 0.00 M302L2.5x2.5x.375 2 0.00 -0.25 -0.13. 5.67 18.40 F4-1 0.01 M392L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 0.00 M392L2.5x2.5x.375 2 5.12 -0.07 -0.04 5.67 18.40 F4-1 0.00 M402L2.5x2.5x.375 1 0.00 -0.16 -0.09 5.67 18.40 F4-1 0.00 M402L2.5x2.5x.375 2 0.00 -0.24 -0.13 5.67 18.40 F4-1 0.01 M412L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 0.00 p1( G� M412L2.5x2.5x.375 2 5.12 -0.07 -0.04 5.67 18.40 F4-1 M422L2.5x2.5x.375 1 0.00 -0.15 -0.08 5.67 18.40 F4-1 M422L2.5x2.5x.375 2 0.00 -0.23 -0.12 5.67 18.40 F4-1 M432L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 M432L2.5x2.5x.375 2 5.12 -0.06 -0.03 5.67 18.40 F4-1 M442L2.5x2.5x.375 1 0.00 -0.14 -0.08 5.67 18.40 F4-1 M442L2.5x2.5x.375 2 0.00 -0.22 -0.12 5.67 18.40 F4-1 M452L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 M452L2.5x2.5x.375 2 5.12 -0.06 -0.03 5.67 18.40 F4-1 M462L2.5x2.5x.375 1 0.00 -0.13 -0.07 5.67 18.40 F4-1 M462L2.5x2.5x.375 2 0.00 -0.20 -0.11 5.67 18.40 F4-1 M472L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 M472L2.5x2.5x.375 2 5.12 -0.06 -0.03 5.67 18.40 F4-1 M482L2.5x2.5x.375 1 0.00 -0.14 -0.07 5.67 18.40 F4-1 M4B2L2.5x2.5x.375 2 0.00 -0.23 -0.12 5.67 18.40 F4-1 M492L2.5x2.5x.375 1 5.12 -0.03 -0.02 5.67 16.40 F4-1 M492L2.5x2.5x.375 2 5.12 -0.04 -0.02 5.67 18.40 F4-1 M502L2.5x2.5x.375 2 0.00 -0.02 -0.01 5.67 18.40 F4-1 M512L2.5x2.5x.375 1 0.00 0.03 0.02 5.67 18.40 F4-1 M512L2.5x2.5x.375 2 0.00 0.03 0.02 5.67 18.40 F4-1 M522L2.5x2.5x.375 1 0.00 0.10 0.05 5.67 18.40 F4-1 M522L2.5x2.5x.375 2 0.00 0.18 0.09 5.67 18.40 F4-1 M532L2.5x2.5x.375 1 0.00 0.04 0.02 5.67 18.40 F4-1 M532L2.5x2.5x.375 2 0.00 0.05 0.03 5.67 18.40 F4-1 M542L2.5x2.5x.375 1 0.00 0.09 0.05 5.67 18.40 F4-1 M542L2.5x2.5x.375 2 0.00 0.15 0.08 5.67 18.40 F4-1 M552L2.5x2.5x.375 1 0.00 0.04 0.02 5.67 18.40 F4-1 M552L2.5x2.5x.375 2 0.00 0.05 0.03 5.67 18.40 F4-1 M562L2.5x2.5x.375 1 0.00 0.10 0.05 5.67 18.40 F4-1 M562L2.5x2.5x.375 2 0.00 0.16 0.09 5.67 18.40 F4-1 M572L2.5x2.5x.375 1 0.00 0.04 0.02 5.67 18.40 F4-1 M572L2.5x2.5x.375 2 0.00 0.05 0.03 5.67 18.40 F4-1 M582L2.5x2.5x.375 1 0.00 0.11 0.06 5.67 18.40 F4-1 M582L2.5x2.5x.375 2 0.00 0.17 0.09 5.67 18.40 F4-1 M592L2.5x2.5x.375 1 0.00 0.04 0.02 5.67 18.40 F4-1 M592L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 M602L2.5x2.5x.375 1 0.00 0.12 0.06 5.67 18.40 F4-1 M602L2.5x2.5x.375 2 0.00 0.18 0.10 5.67 18.40 F4-1 M612L2.5x2.5x.375 1 0.00 0.05 0.02 5.67 18.40 F4-1 M612L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 M622L2.5x2.5x.375 1 0.00 0.13 0.07 5.67 18.40 F4-1 M622L2.5x2.5x.375 2 0.00 0.19 0.10 5.67 18.40 F4-1 M632t2.5x2.5x.375 1 0.00 0.05 0.03 5.67 18.40 F4-1 M632L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 M642L2.5x2.5x.375 1 0.00 0.14 0.07 5.67 18.40 F4-1 M642L2.5x2.5x.375 2 0.00 0.20 0.11 5.67 18.40 F4-1 M652L2.5x2.5x.375 1 0.00 0.05 0.03 5.67 18.40 F4-1 M652L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 M662L2.5x2.5x.375 1 0.00 0.15 0.08 5.67 18.40 F4-1 M662L2.5x2.5x.375 2 0.00 0.21 0.11 5.67 16.40 F4-1 M672L2.5x2.5x.375 1 0.00 0.05 0.03 5.67 18.40 F4-1 M672L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 M682L2.5x2.5x.375 1 0.00 0.15 0.08 5.67 18.40 F4-1 M682L2.5x2.5x.375 2 0.00 0.21 0.11 5.67 18.40 F4-1 M692L2.5x2.5x.375 1 0.00 0.05 0.03 5.67 18.40 F4-1 M692L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 Combined Stresses Check: Member Section Name Name M352L2.5x2.5x.375 M352L2.5x2.5x.375 M362L2.5x2.5x.375 M362L2.5x2.5x.375 M372L2.5x2.5x.375 M372L2.5x2.5x.375 M382L2.5x2.5x.375 M382L2.5x2.5x.375 M392L2.5x2.5x.375 M392L2.5x2.5x.375 M402L2.5x2.5x.375 M402L2.5x2.5x.375 M412L2.5x2.5x.375 M412L2.5x2.5x.375 M422L2.5x2.5x.375 M422L2.5x2.5x.375 M432L2.5x2.5x.375 M432L2.5x2.5x.375 Load Offset Cmz Case # ft 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 5.12 5.12 3.20 3.20 5.12 5.12 3.20 3.20 5.12 5.12 3.20 3.20 5.12 0.00 3.20 3.20 5.12 0.00 85 85 85 85 85 85 85 85 85 85 85 85 85 85 B5 B5 85 85 pl] Fez ksi 22. 22. 57. 57. 22. 22. 57. 57. 22. 22. 57. 57. 22. 22. 57. 57. 22. 22. 44 44 49 49 44 44 49 49 44 44 49 49 44 44 49 49 44 44 Code Ref. H2-1 H2-1 H1-3 H1-1 H2-1 H2-1 H1-3 H1-1 H2-1 H2-1 H1-3 H1-1 H2-1 H2-1 H1-3 H1-1 H2-1 H2-1 Unity Check 0.20 0.28 0.23 0.31 0.19 0.27 0.22 0.31 0.18 0.26 0.21 0.29 0.17 0.25 0.19 0.28 0.15 0.24 M442L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 M442L2.5x2.5x.375 2 3.20 0.85 57.49 HI-3 M452L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 M452L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 M462L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 M462L2.5x2.5x.375 2 3.20 0.85 57.49 H1-3 M472L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 M472L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 M482L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 M482L2.5x2.5x.375 2 3.20 0.85 57.49 H1-3 M492L2.5x2.5x.375 1 1.54 0.85 22.44 H2-1 M492L2.5x2.5x.375 2 0.51 0.85 22.44 H2-1 M502L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 M502L2.5x2.5x.375 2 0.00 0.85 57.49 H1-1 M512L2.5x2.5x.375 1 3.07 0.85 22.44 H2-1 M512L2.5x2.5x.375 2 3.59 0.85 22.44 H2-1 M522L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 M522L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 M532L2.5x2.5x.375 1 4.61 0.85 22.44 H2-1 M532L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 M542L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 M542L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 M552L2.5x2.5x.375 1 4.61 0.85 22.44 H2-1 M552L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 M562L2.5x2.5x.375 1 0.00 0.85 57.49 HI-3 M562L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 M572L2.5x2.5x.375 1 4.61 0.85 22.44 H2-1 M572L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 M562L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 M582L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 M592L2.5x2.5x.375 1 4.61 0.85 22.44 H2-1 M592L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 M602L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 M602L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 M612L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 M612L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 M622L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 M622L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 M632L2.5x2.5x.375 1 O.DD 0.85 22.44 H2-1 M632L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 M642L2.5x2.5x.375 1 0.00 0.85 57.49 HI-3 M642L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 M652L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 M652L2.5x2.5x.375 2 0.00- 0.85 22.44 H2-1 M662L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 M662L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 M672L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 M672L2.5x2.5x.375 2 0.00 0.65 22.44 H2-1 M682L2.5x2.5x.375 .1 0.00 0.85 57.49 H1-3 M682L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 M692L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 M692L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 (`)Stress increased by 1/3 according to AISC-ASD A5.2. p1: 0 VisualAnalysis 3.12.c Report September 1, 2007 4:59 PM Project: New Life Christian-hvy bball loading File: R:\2007\New Life Christian Fellowship 072042\ENG\SC083007JW VA truss with hvy BBall.VAP Engineer: JW Default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Nodal Results Node Load Case DX ft DY ft RZ deg FX K FY K MZ K-ft N1 DL 0.0000 0.0000 -0.1872 0.0000 13.2691 -NA- " DL+LL 0.0000 0.0000 -0.2566 0.0000 17.4358 -NA- N2 DL -0.0001 -0.0129 -0.1806 -NA- -NA- -NA- " DL+LL -0.0002 -0.0137 -0.2486 -NA- -NA- -NA- N3 DL -0.0087 -0.0125 -0.1796 -NA- -NA- -NA- " DL+LL -0.0120 -0.0172 -0.2466 -NA- -NA- -NA- N4 DL -0.0004 -0.0254 -0.1764 -NA- -NA- -NA- DL+LL -0.0005 -0.0349 -0.2421 -NA- -NA- -NA- N5 DL -0.0085 -0.0250 -0.1724 -NA- -NA- -NA- " DL+LL -0.0118 -0.0344 -0.2383 -NA- -NA- -NA- N6 DL -0.0008 -0.0368 -0.1515 -NA- -NA- -NA- " DL+LL -0.0011 -0.0508 -0.2132 -NA- -NA- -NA- N7 DL -0.0082 -0.0365 -0.1552 -NA- -NA- -NA- " DL+LL -0.0114 -0.0504 -0.2168 -NA- -NA- -NA- N8 DL -0.0013 -0.0470 -0.1380 -NA- -NA- -NA- " DL+LL -0.0017 -0.0652 -0.1941 -NA- -NA- -NA- N9 DL -0.0079 -0.0468 -0.1376 -NA- -NA- -NA- " DL+LL -0.0109 -0.0648 -0.1938 -NA- -NA- -NA- _N10 DL -0.0019 -0.0560 -0.1173 -NA- -NA- -NA- " DL+LL -0.0025 -0.0779 -0.1663 -NA- -NA- -NA- Nil DL -0.0074 -0.0558 -0.1175 -NA- -NA- -NA- ." DL+LL -0.0102 -0.0775 -0.1665 -NA- -NA- -NA- N12 DL -0.0025 -0.0634 -0.0932 -NA- -NA- -NA- " DL+LL -0.0035 -0.0884 -0.1329 -NA- -NA- -NA- NI 3 DL -0.0068 -0.0632 -0.0939 -NA- -NA- .-NA- "' DL+LL -0.0094 -0.0881 -0.1340 -NA- -NA- -NA- •N14 DL -0.0033 -0.0691 -0.0705 -NA- -NA- -NA- " DL+LL -0.0045 -0.0966 -0.1026 -NA- -NA- -NA- N15 DL -0.0061 -0.0689 -0.0696 -NA- -NA- -NA- " DL+LL -0.0085 -0.0963 -0.1007 -NA- -NA- -NA- N16 DL -0.0041 -0.0729 -0.0261 -NA- -NA- -NA- " DL+LL -0.0057 -0.1020 -0.0353 -NA- -NA- -NA- N17 DL -0.0054 -0.0726 -0.0266 -NA- -NA- -NA- " DL+LL -0.0075 -0.1015 -0.0361 -NA- -NA- -NA- N18 DL -0.0049 -0.0728 0.0191 -NA- -NA- -NA- " DL+LL -0.0068 -0.1016 0.0325 -NA- -NA- -NA- N19 DL -0.0046 -0.0726 0.0177 -NA- -NA- -NA- " DL+LL -0.0064 -0.1013 0.0300 -NA- -NA- -NA- N20 DL -0.0057 -0.0706 0.0434 -NA- -NA- -NA- " DL+LL -0.0079 -0.0982 0.0647 -NA- -NA- -NA- N21 DL -0.0039 -0.0705 0.0442 -NA- -NA- -NA- " DL+LL -0.0054 -0.0979 0.0660 -NA- -NA- -NA- N22 DL -0.0064 -0.0666 0.0699 -NA- -NA- -NA- " DL+LL -0.0089 -0.0923 0.1015 -NA- -NA- -NA- N23 DL -0.0032 -0.0664 0.0701 -NA- -NA- -NA- " DL+LL -0.0045 -0.0920 0.1016 -NA- -NA- -NA- N24 DL -0.0070 -0.0609 0.0932 -NA- -NA- -NA- " DL+LL -0.0098 -0.0841 0.1329 -NA- -NA- -NA- N25 DL -0.0026 -0.0607 0.0935 -NA- -NA- -NA- " DL+LL -0.0037 -0.0837 0.1333 -NA- -NA- -NA- N26 DL -0.0076 -0.0536 0.1140 -NA- -NA- -NA- " DL+LL -0.0106 -0.0737 0.1608 -NA- -NA- -NA- N27 DL -0.0021 -0.0534 0.1144 -NA- -NA- -NA- " DL+LL -0.0030 -0.0734 0.1612 -NA- -NA- -NA- N28 DL -0.0081 -0.0449 0.1329 -NA- -NA- -NA- " DL+LL -0.0113 -0.0616 0.1854 -NA- -NA- -NA- PJ FM N29 DL -0.0017 -0. 0447 0. 1325 -NA- -NA- -NA- " DL+LL -0.0024 -0.0612 0.1850 -NA- -NA- -NA- N30 DL -0.0086 -0.0351 0.1447 -NA- -NA- -NA- " DL+LL -0.0119 -0.0479 0.2017 -NA- -NA- -NA- N31 DL -0. 0014 -0. 0348 0. 1484 -NA- -NA- -NA- " DL+LL -0.0019 -0. 0475 0.2054 -NA- -NA- -NA- N32 DL -0.0089 -0.0242 0.1686 -NA- -NA- -NA- " DL+LL -0.0124 -0.0329 0.2287 -NA- -NA- -NA- N33 DL -0.0011 -0.0239 0.1644 -NA- -NA- -NA- " DL+LL -0.0016 -0.0324 0.2248 -NA- -NA- -NA- N34 DL -0.0092 -0.0123 0.1721 -NA- -NA- -NA- " DL+LL -0.0127 -0.0167 0.2341 -NA- -NA- -NA- N35 DL -0.0010 -0.0119 0.1713 -NA- -NA- -NA- " DL+LL -0.0014 -0.0162 0.2326 -NA- -NA- -NA- N36 DL -0.0093 0.0000 0.1783 -NA- 12.0914 -NA- " DL+LL -0.0128 0.0000 0.2415 -NA- 15.4247 -NA- P• 72 N29 DL -0.0016 -0.0420 0.1289 " DL+LL -0.0022 -0.0585 0.1815 N30 DL -0.0081 -0.0327 0.1425 " DL+LL -0.0115 -0.0455 0.1995 N31 DL -0.0013 -0.0324 0.1426 " DL+LL -0.0018 -0.0451 0.1995 N32 DL -0.0084 -0.0223 0.1528 " DL+LL -0.0119 -0.0310 0.2130 N33 DL -0.0010 -0.0220 0.1535 " DL+LL -0.0015 -0.0306 0.2139 N34 DL -0.0086 -0.0113 0.1595 " DL+LL -0.0121 -0.0157 0.2215 N35 DL -0.0009 -0.0110 0.1575 " DL+LL -0.0014 -0.0153 0.2188 N36 DL -0.0087 0.0000 0.1640 " DL+LL -0.0123 0.0000 0.2272 Nodal Reactions Node Load Case FX FY MZ K K K-ft N1 DL 0.0000 11.2233 -NA- " DL+LL 0.0000 15.3900 -NA- N36 DL -NA- 10.1122 -NA- " DL+LL -NA- 13.4455 -NA- P, 7`t N29 DL -0.0016 -0.0422 0.1258 " DL+LL -0.0023 -0.0588 0.1783 1,30 DL -0.0081 -0.0331 0.1377 " DL+LL -0.0115 -0.0459 0.1947 N31 DL -0.0013 -0.0329 0. 1407 " DL+LL -0.0019 -0.0456 0.1977 N32 DL -0.0084 -0.0228 0.1585 I. DL+LL -0.0119 -0.0315 0.2186 N33 DL -0.0011 -0.0225 0.1553 " DL+LL -0.0016 -0.0311 0.2156 N34 DL -0.0087 -0.0116 0.1624 " DL+LL -0.0122 -0.0160 0.2244 N35 DL -0.0009 -0.0113 0.2615 " DL+LL -0.0014 -0.0156 0.2227 N36 DL -0.0088 0.0000 0.1682 " DL+LL -0.0123 0.0000 0.2313 Nodal Reactions Node Load Case FX FY MZ X K K-ft N1 DL 0.0000 12.4566 -NA- " DL+LL 0.0000 16.6233 -NA- N36 DL -NA- 11.2789 -NA- " DL+LL -NA- 14.6122 -NA- P! 441 College Avenue Title: Job # Santa Rosa, CA 95401 Dsgnr: Date: 6:20PM, 2 SEP 07 (707) 578-8185 Description P�AN\1(707)578-7153 Fax Scope: _ www.mkmassociates.com 75 Ra,r: S wuf User: xW-005908, Ver 5. 8. 0,15-Jun-2007 Steel Beam Design Page 1 (c)1983-2007 ENERCALC Engineering Software beam design 050307.ecw:CaWaiion Description Beam over stage General Information Code Ref: AISC 9th ASD, 1997 UBC, 20031BC, 2003 NFPA 5000 Steel Section : W33X141 Fy 50.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 45.00 It Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 It LL 8 ST Act Together Right Cant 0.00 It Lu : Unbraced Length 22.50 It Distributed Loads Note! Short Tenn Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.100 Pitt LL k/fl ST k/ft Start Location ft End Location ft Point Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load 34.708 k Live Load 17.034 k Short Term k Location 22.500 ft Summary Beam OK Static Load Case Governs Stress Using: W33X141 section, Span = 45.00ft, Fy = 50.Oksi End Fixity = Pinned -Pinned, Lu = 22.50ft, LDF = 1.000 Actual Allowable Moment 643.177 k-ft 722.881 k-ft Max. Deflection -0.889 in to : Bending Stress 17.228 ksi 19.363 ksi Length/DL Deb 857.1 :1 fb / Fb 0.890 : 1 Length/(DL+LL Defl) 607.6 : 1 Shear 31.300 k 402.930 k fv : Shear Stress 1.554 ksi 20.000 ksi tv I Fv 0.078 : 1 Force & Stress Summary «-- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only R Center GD Center Cants Cants Max. M + 643.18 k-ft 451.54 643.18 k-ft Max. M- k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 31.30 k 22.78 31.30 k Shear @ Right 31.30 k 22.78 31.30 k Center Defl. -0.889 in -0.630 -0.889 -0.889 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 31.30 22.78 31.30 31.30 k Reaction @ Rt 31.30 22.78 31.30 31.30 k Fa calcd per Eq. E2-2, K1/r> Cc I Beam, Major Axis, (102,000' Cb / Fy)A.5 <= L/rT <= (510,000' Cb / Fy)A.5 , Fb per Eq. F1.6 441 College Avenue Title: Job # Santa Rosa, CA 95401 Dsgnr: Date: 6:23PM, 2 SEP 07 Ns"sociat (707) 578-8185 Description (707) 578-7153 Fax Scope mmmmmmcr-zmm.uwww.mkmassociates.com Rev 580010 User: M4)605908, Ver 5.8.0, 15-Jun-2007 Page 1 (c1199}200l ENERCALC Engineering Software Steel Column _ _ beam Design 050307.ecw: Calculation Description Stage columns General information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section TS6X6X3/8 Fy 36.00 ksi X-X Sidesway : Restrained Duration Factor 1.000 Y-Y Sidesway : Restrained Column Height 20.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X-X Unbraced 20.000 it Kxx 1.000 Live & Short Term Loads Combined Y-Y Unbraced 20.000 ft Kyy 1.000 Loads Axial Load... Dead Load 9.00 k Ecc. for X-X Axis Moments 0.000 in Live Load 3.30 k Ecc. for Y-Y Axis Moments 0.000 in Short Term Load k Applied Moments X-X Axis Moments DL LL ST - At TOP k ft Height Between Ends 10.40 3.90 k-ft 18.500 ft At BOTTOM k-ft u rnr,...a* y Column Design OK Section : TS6X6X3/8, Height = 20.00ft, Axial Loads: DL = 9.00, LL = 3.30, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X-X = 20.00ft, Y-Y = 20.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H7 - 3 0.4735 0.1768 0.6503 0.6503 XX Axis : Fa calc'd per Eq. E2.1, K*Llr < Cc YY Axis • Fa calc'd per Ea E2-1 K•Llr < Cc Stresses Allowable B Actual Stresses Dead Live DL+LL DL+Short Fa: Allowable 12.23 ksi 12.23 ksi 12.23 ksi 12.23 ksi fa : Actual 1.11 ksi 0.41 ksi 1.52 ksi 1.52 ksi Fb:xx: Allow [F1-61 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi Fb:xx : Allow [F7-7] & [177-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi fb : xx Actual 8.26 ksi 3.10 ksi 11.36 ksi 11.36 ksi Fb:yy : Allow [F7-6] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi Fb:yy: Allow [F1-7] & [F7-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex: DL+LL 13,348 psi Cm:x DL+LL 1.00 Cb:x DL+LL 1.00 F'ey : DL+LL 13,348 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 F'ex : DL+LL+ST 13,348 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 Fey: DL+LL+ST 13,348 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 Max X-X Axis Deflection -0.512 in at 11.467 it Max Y-Y Axis Deflection 0.000 in at 0.000 It 441 College Avenue Title: Job # Santa Rosa, CA 95401 Dsgnr: Date: 6:12PM, 2 SEP 07 Nwciat (707) 578-8185 Description (707)578-7153 Fax Scope: y www.mkmassociates.com Rev58000] User xw-0605908. Ver 5. 80. 15-Jun-2007 Steel Beam Design Page 1 (c)198120W ENERGALC Engineering Somware beam design 050307. em.Galwlalion Description beam over AV room General Information Code Ref: RISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W1757 Fy 50.00ksi Pinned -Pinned Load Duration Factor 1.25 Center Span 19.00 It am Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 It LL 8 ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 19.00 It Point Loads Note! Short Term Loads Are WIND Loatls. #1 #2 #3 #4 #5 #6 #7 Dead Load 10.123 10.123 k Live Load 4.167 4.167 k Short Term k Location 8.000 11.000 It Summary Beam OK Static Load Case Governs Stress Using: W 16X57 section, Span = 19.00ft, Fy = 50.Oksi End Fixity = Pinned -Pinned, Lu = 19.00ft, OF = 1.250 Actual Allowable Moment 116.895 k-ft 125.298 k-ft Max. Deflection -0.317 in fb: Bending Stress 15.214 ksi 16.308 ksi LengthL DeDell1,718.:1 f a I Fb 0.933 : 1 Length/( DL+LL DeFl) 18.6 : 1 Shear 14.832 k 141.298 k tv : Shear Stress 2.099 ksi 20.000 ksi tv / Fv 0.105 : 1 Force & Stress <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only 0 Center GD Center Cants A Cants Max. M + 116.89 k-ft 83.56 116.89 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 14.83 k 10.67 14.83 k Shear @ Right 14.83 k 10.67 14.83 k Center Dell. -0.317 in -0.227 -0.317 -0.317 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query DeFl @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 14.83 10.67 14.83 14.83 k Reaction @ Rl 14.83 10.67 14.83 14.83 k Fa calc'd per Eq. E2-2, K'L/r> Cc I Beam, Major Axis, L/rT > (510,000' Cb / Fy)4.5 , Fb per Eq. Ft-7 I Beam, Major Axis, Fb per Eq. Ft-8, Fb = 12,000 Cb All / (I' d) 441 College Avenue Title: Santa Rosa, CA 95401 Dsgnr: (707) 578-8185 Description (707)578-7153 Fax Scope: www.mkmassociates.com 07.._,_ Steel Column Description AV Job # Date: 623PM, 2 SEP 07 Page 1 050307. e� CaWations General Information Code Ref: AISC 9lh ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section TS5X5X1/4 Fy 36.00 ksi X-X Sidesway : Restrained Duration Factor 1.000 Y-Y Sidesway : Restrained Column Height 12.500 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X-X Unbraced 12.500 ft Kxx 1.000 Live & Short Tenn Loads Combined Y-Y Unbraced 12.500 ft Kyy 1.000 Loads Axial Load... Dead Load 10.67 k Ecc. for X-X Axis Moments 0.000 in Live Load 4.16 k Ecc. for Y-Y Axis Moments 0.000 in Short Term Load k Applied Moments X-X Axis Moments DL LL ST At TOP k-ft Height Between Ends 4.44 1.73 k-ft 8.000 ft At BOTTOM k-ft Column Design OK Section: TS5X5X7/4, Height = 12.50ft, Axial Loads: DL = 10.67, LL = 4.16. ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X-X = 12.50ft. Y-Y = 12.50ft Combined Stress Ratios Dead Live DL + LL OL + ST + (LL if Chosenl AISC Formula H1 - 1 0.5805 0.5805 AISC Formula H1 -2 0.4731 0.4731 'AISC Formula H1 - 3 0.3823 0.1490 XX Axis : Fa calc'd per Ea. E2-1, K'Llr < Cc Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa : Allowable 15.56 ksi 15.56 ksi 15.56 ksi 15.56 ksi fa : Actual 2.32 ksi 0.91 ksi 3.23 ksi 3.23 ksi Fb:xx : Allow [F1b] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi Fb:xx : Allow (F1-7] & [Fl-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi fb : xx Actual 5.03 ksi 1.96 ksi 6.99 ksi 6.99 ksi Fb:yy : Allow [F7-6] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi Fb:yy : Allow [F1-7] & [Fl-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi lb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values Fax: DL+LL 24,437 psi Cm:x DL+LL 1.00 Cb:x DL+LL 1.00 Fey : DL+LL 24,437 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 F'ex: DL+LL+ST 24,437 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 Fey: DL+LL+ST 24,437 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 Max X-X Axis Deflection -0.106 in at 5.667 It Max Y-Y Axis Deflection 0.000 in at 0.000 ft 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 1:49PM, 11 SEP 07 PAwcNiat (707) 578-8185 Description (707)578-7153 Fax Scope: G - _ - _ vrwvtr.mkmassociates.com � ] Rev: 580007 User: KW-0605908, Ver 5.8.0, 15-Jun 2007 Steel Beam Design SC090907JW-ALL STEEL DESIGNS.ECW Bagkeloal11F (c)1983-2007 ENERCALC Engineering Sof re Description center hoop main support beams General Information Code Ref: AISC 91h ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section: TS6X6X1/4 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 8.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraoed Length 0.00 It Point Loads Note! Short Term Loads Are WIND Loads. 91 #2 #3 #4 45 #6 #7 Dead Load 2.500 k Live Load 0.300 k Short Term k- Location 4.000 It auutrnary I Beam OK Static Load Case Governs Stress Using: TS6%6%1/4 section, Span = 8.00ft, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 5.752 k-ft 19.998 k-ft Max. Deflection -0.061 in fb : Bending Stress 6.834 ksi 23.760 ksi LengthlDL Defl 1,763.7 : 1 fib / Fb 0.288 : t Length/(DL+LL Defl) 1,580.9 : 1 Shear 1.476 k 43.200 k fv : Shear Stress 0.492 ksi 14.400 ksi fv I Fv 0.034 : 1 Force & Stress Summary These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only (5) Center (M Center C& Cants 0 Cants Max. M + 5.75 k-ft 5.15 5.75 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 1.48 k 1.33 1.48 k Shear @ Right 1.48 k 1.33 1.48 k Center Defl. -0.061 in -0.054 -0.061 -0.061 0.000 0.000 in Left Cant DO 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query DO @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.48 1.33 1.48 1.48 k Reaction @ Rt 1.48 1.33 1.48 1.48 k Fa caldd per Eq. E2-1, K'Ur < Cc Section Properties TS6X6X1/4 Depth 6.000 in Weight 18.99 #/ft Thickness 0.250 in In 30.300 in4 Width 6.000 in lyy 30.300 in4 Sxx 10.100 in3 Area 5.59 m2 Syy 10.100 in3 Rt 3.000 in R-xx 2.330 in Values for LRFD Design.... R-yy 2.330 in J 48.500 in4 Zx 11.900 in3 Zy 11.900 in3 441 College Avenue Title: New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 1:49PM, 11 SEP 07 (707) 578-8185 Description (707)578-7153 Fax Scope: www.mkmassociates.comb 007 Steel Beam Design Page Itwarw SCnqun79W.AI I RTFFI nFSICNS FCW: ensketb' Description transfer beam at center hoop -interior wall side General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W8X1O Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 14.00 it Bm Wt. Added to Loads Elastic Modulus 29.000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 14.00 ft Point Loads Notel Short Term Loads Are WIND Loads. #1 #2 93 #4 #5 #6 #7 Dead Load 1.297 k Live Load 0.150 k Short Tenn k Location 1.500 It Summary Beam OK Static Load Case Governs Stress Using: W8X10 section, Span = 14.00ft, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = 14.00ft, LDF = 1.000 Actual Allowable Moment 2.031 k-ft 4.759 k-ft Max. Deflection -0.061 in fb : Bending Stress 3.121 ksi 7.312 ksi Length/DL Defl 2,998.4 : 1 fb I Fb 0.427 : 1 Length/(DL+LL Defl) 2,736.0 : 1 Shear 1.362 k 19.315 k fv : Shear Stress 1.016 ksi 14.400 ksi fv / Fv 0.071 : t Force & Stress Summary <<- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum Only Center CED Center Cants Cants Max. M+ 2.03 k-ft 1.83 2.03 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 1.36 k 1.23 1.36 k Shear @ Right 0.23 k 0.21 0.23 k Center Defl. -0.061 in -0.056 -0.061 -0.061 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.36 1.23 1.36 1.36 k Reaction @ Rt 0.23 0.21 0.23 0.23 k Fa caled per Eq. E2-2, K Ur> Cc I Beam, Major Axis, L/rT > (510,000' Cb / Fy)A.5 , Fb per Eq. F1-7 1 Beam, Major Axis, Fb per Eq. F1-8, Fb = 12,000 Cb Af / (I' d) 441 College Avenue Title : New Life Christian Santa Rosa, CA 95401 Dsgnr: JW (707) 578-8185 Description 1 WX7c s (707) 578-7153 Fax Scope: www.m kmassociates.com Rev: 580007 user M4605908. Ver 5. B 0. 15-Jun-2007 Steel Beam Design (c) 19832007 ENERCAC Engineenng Soft rm Description transfer beam at center hoop -exterior wall side Job # 072042 Date: 1:49PM, 11 SEP 07 Page 1 Basketball General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000' Steel Section : W8X18 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 21.50 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL 6 ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 21.50 ft Point Loads Note! Short Term Loads Are WIND Loads. Dead Load 1.297 Live Load 0.150 Short Tenn Location 11.000 Using. W8X18 section, Span = 21.50ft, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = 21.50ft, LDF = 1.000 Actual Moment 8.799 k-ft fb : Bending Stress 6.947 ksi no / Flo 0.702 : 1 Shear 0.932 k fv : Shear Stress 0.498 ksi tv / Fv 0.035 : 1 Force & Stress S DL Maximum Only Allowable 12.539 k-ft 9.899 ksi 26.960 k 14.400 ksi <<- Thes LL n. Center 8.80 Max. M + 8.80 k-ft 7.99 Max. M - Max. M @ Left Max. M @ Right Shear @ Left 0.90 k 0.83 0.90 Shear @ Right 0.93 k 0.86 0.93 Center Del. -0.336 in -0.306 -0.336 Left Cant Den 0.000 in 0.000 0.000 Right Cant Del 0.000 in 0.000 0.000 ...Query Del @ 0.000 ft 0.000 0.000 Reaction @ Left 0.90 0.83 0.90 Reaction @ Rt 0.93 0.86 0.93 Fa calc'd per Eq. E2-2. K*Ur > Cc I Beam, Maior Axis, UrT > (510,000Cb I Fy)^.5 , Fb per Eq. F1-7 I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12,000 Cb At / (I' d) k k k III Beam OK Static Load Case Governs Stress Max. Deflection -0.336 in Length/DL Deft 842.7 : 1 Length/(DL+LL Del) 767.8 : 1 columns are Dead + Live Load placed as noted ->> LL+ST LL LL+ST CED Center CED Cants a Cants k-ft k-ft k-ft k-ft k k -0.336 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in 0.90 k 0.93 k 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 1:49PM, 11 SEP 07 (707) 578-8185 Description (707)578-7153 Fax Scope: www.mkmassociates.com 0a7 Steel Beam Design Page 1 flwara SCng04n7JW-AII STFFI nF%1GN5 FCWAackmha11I Description side basketball hoop offset from truss retracted General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : TS6X6X114 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 3.00 It Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 4.00 ft Lu : Unbraced Length 0.00 It Point Loads Note! Short Term Loads Are WIND Loads. It #2 #3 #4 #5 #6 #7 Dead Load 2.500 k Live Load k Short Term k Location 1.500 It iummary Beam OK Static Load Case Governs Stress Using: TS6X6X1/4 section, Span = 3.00ft, Fy = 36.Oksi, Left Cant. = O.00ft, Right Cant. = 4.00ft End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 1.820 k-ft 19.998 k-ft Max. Deflection 0.009 in fb : Bending Stress 2.163 ksi 23.760 ksi Length/DL Defl 10.939.7 :1 fb / Fb 0.091 : 1 Length/(DL+LL Defl) 10,939.7 :1 Shear 1.329 k 43.200 k fv : Shear Stress 0.443 ksi 14.400 ksi fv / Fv 0.031 : 1 Force & Stress Summary «-- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only P Center Center Cants Cants Max. M + 1.82 k-ft 1.82 k-ft Max. M - -0.15 k-ft Max. M @ Left k-ft Max. M @ Right -0.15 k-ft Shear @ Left 1.23 k 1.23 k Shear @ Right 1.33 k 1.33 - k Center Deft. -0.003 in -0.003 0.000 -0.003 0.000 -0.003 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.009 in 0.009 0.000 0.009 0.000 0.009 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.23 Reaction @ Rt 1.41 Fa calc'd per Eq. E2-1, K'L/r < Cc 1.23 1.41 1.23 1.23 k 1.41 1.41 k Section Properties TS6X6X114 Depth 6.000 in Weight 18.99 #/ft Thickness 0.250 in Ixx 30.300 in4 Width 6.000 in lyy 30.300 in4 Sxx 10.100 in3 Area 5.59 in2 Syy 10.100 in3 Rt 3.000 in R-xx 2.330 in Values for LRFD Design.... R-yy 2.330 in J 48.500 in4 Zx 11.900 in3 Zy 11.900 in3 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 1:49PM, 11 SEP 07 Description : (707)578-8185 ll� (707) 578-7153 Fax Scope www.mkmassociates.com �3 15-Jun-2007 Steel Beam Design n Page 1 Ineerina Sol re SC090407JW-ALL STEEL DESIGNS. ECW. BeskelDellF side basketball hoops centered under truss while retracted General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 r Steel Section : TS6X6X1/4 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 3.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 it LL & ST Act Together Right Cant 7.00 it Lu : Unbraced Length 3.00 it Point Loads Note! Short Term Loads Are WIND Loads #1 #2 #3 #4 #5 #6 #7 Dead Load 2.000 k Live Load k Short Term k Location 10.000 It '>ummary Beam OK Static Load Case Governs Stress Using: TS6X6X1/4 section, Span = 3.00ft, Fy = 36.Oksi, Left Cant. = O.00ft, Right Cant. = 7.00ft End Fixity = Pinned -Pinned, Lu = 3.00ft, LDF = 1.000 Actual Allowable Moment 14.465 k-ft 19.998 k-ft Max. Deflection 0.658 in Po : Bending Stress 17.186 ksi 23.760 ksi Length/DL Dell 255.2 : 1 fb I Fb 0.723 : 1 Length/(DL+LL DeFl) 255.2 :1 Shear 4.850 k 43.200 k tv : Shear Stress 1.617 ksi 14.400 ksi tv I Fv 0.112 : 1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only a- Center A Center Cants Cants Max. M + 14.47 k-ft k-ft Max. M - -14.47 k-ft Max. M @ Left k-ft Max. M @ Right -14.47 k-ft Shear @ Left 4.79 k 4.79 k Shear @ Right 4.85 k 4.85 k Center DeFl. 0.016 in 0.016 0.000 0.016 0.000 0.016 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.658 in -0.658 0.000 -0.658 0.000 -0.658 in ...Query Defl @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 4.79 Reaction @ Rt 6.98 Fa calc'd per Eq. E2-1, K'L/r < Cc -4.79 6.98 -4.79 4.79 k 6.98 6.98 k Section Properties TS6X6X1/4 Depth 6.000 in Weight 18.99 #/ft Thidkness 0.250 in Ixx 30.300 in4 Width 6.000 in lyy 30.300 in4 Sxx 10.100 in3 Area 5.59 in2 Syy 10.100 in3 Rt 3.000 in R-xx 2.330 in Values for LRFD Design.... R-yy 2.330 in J 48.500 in4 Zx 11.900 in3 Zy 11.900 in3 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 1:49PM, 11 SEP 07 Ns"sMl (707)578-8185 Description(707) 578-7153 Fax Scope _ _ www.mkmassociates.com 8 Rev: 580007 User KW-005900, Ver 5. a 0,15-Jun-2007 Steel Beam Design n Page 1 (c)198Y2007 ENERCALC Engineering Sonxere SC0g0407JW-ALL STEEL DESIGNS ECW: Basketball Description side basketball hoops offset General Information Code Ref: AISC 9lh ASD, 1997 UBC, 20031BC, 2003 NFPA 5000 Steel Section : TS6X6X1/4 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 3.00 It Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 It LL 8 ST Act Together Right Cant 4.00 ft Lu : Unbraced Length 3.00 ft Point Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load 2.500 it Live Load k Short Term it Location 7.000 ft Summary Beam OK Static Load Case Governs Stress Using: TS6X6X1 /4 section, Span = 3.00ft, Fy = 36.Oksi, Left Cant. = O.00ft, Right Cant. = 4.00ft End Fixity = Pinned -Pinned, Lu = 3.0011, LDF = 1.000 Actual Allowable Moment 10.152 k-ft 19.998 k-ft Max. Deflection 0.186 in fib : Bending Stress 12.062 ksi 23.760 ksi Length/DL Defl 517.0 : 1 fb / Fb 0.508 : 1 Length/(DL+LL Defl) 517.0 : 1 Shear 3.412 it 43.200 k tv : Shear Stress 1.137 ksi 14.400 ksi fv / Fv 0.079 : 1 Force & Stress Summary «-- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum OnIV A Center (rD Center 0 Cants 0 Cants Max. M + 10.15 k-ft k-ft Max. M - -10.15 k-ft Max. M @ Left k-ft Max. M @ Right -10.15 k-ft Shear @ Left 3.36 k 3.36 k Shear @ Right 3.41 k 3.41 k Center Defl. 0.011 in 0.011 0.000 0.011 0.000 0.011 in Left Cant Defl O.DOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.186 in -0.186 0.000 -0.186 0.000 -0.186 in ...Query Defl @ 0.000 it 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left -3.36 -3.36 -3.36 -3.36 k Reaction @ Rt 5.99 5.99 5.99 5.99 k Fa caldd per Eq. E2-1, K*Ur < Cc Section Properties TS6X6X1/4 Depth 6.000 in Weight 18.99 #/it Thickness 0.250 in Ixx 30.300 in4 Width 6.000 in lyy 30.300 in4 Sxx 10.100 in3 Area 5.59 in2 Syy 10.100 in3 Rt 3.000 in R-xx 2.330 in Values for LRFD Design.... R-yy 2.330 in J 48.500 in4 Zx 11.900 in3 Zy 11.900 in3 MKM441 College Avenue Title: New Life Christian Santa Rosa, CA 95401 Dsgnr: JW A ,,�,^ (707) 578-8185 Description L-1�1dates(707)578-7153 Fax Scope: www.m kmassociates.com Rev: 580007 User. KW-0605906,Ver5.80, 1&Jun-2007 Steel Beam Design !cp 983-2007 ENERCALC Engineenng ScM re Description pully support beam Job # 072042 Date: 1:49PM. 11 SEP 07 Page 1 -.Basketball F General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000' Steel Section : TS4X4X3/16 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 9.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 It Point Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load 2.500 k Live Load k Short Term k Location 2.000 it Summary Beam OK Static Load Case Governs Stress Using: TS4X4X3/16 section, Span = 9.00ft, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 3.946 k-ft 6.534 k-ft Max. Deflection -0.225 in fb : Bending Stress 14.350 ksi 23.760 ksi Length/DL Dell 480.3 : 1 fb / Fb 0.604 : 1 Length/(DL+LL Defl) 480.3 : 1 Shear 1.987 k 21.600 k fv : Shear Stress 1.325 ksi 14.400 ksi tv / Fv 0.092 : 1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum Only Center (M Center Cants A Cants Max. M + 3.95 k-ft 3.95 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 1.99 k 1.99 k Shear @ Right 0.60 k 0.60 k Center Defl. -0.225 in -0.225 0.000 -0.225 0.000 0.000 in Left Cant Defl 0.000111 0.000 0.000 0.000 0.000 0.000 in Right Cant DO O.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query DO @ 0.000 it 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.99 1.99 1.99 k Reaction @ Rt 0.60 0.60 0.60 k Fa calc'd per E0. E2-1, K'L/r < Cc Section Properties TS4X4X3/16 Depth 4.000 in Weight 9.41 #/ft Thickness 0.188 in Ixx 6.590 in4 Width 4.000 in lyy 6.590 in4 Sxx 3.300 in3 Area 2.77 in2 Syy 3.300 in3 Rt 2.000 in R-xx 1.540 in Values for LRFD Design.... R-yy 1.540 in J 10.600 i0 Zx 3.910 in3 Zy 3.910 in3 r3o�o,I�i M � • t.s U t 9w v--?Zb I' Tho gri , LIN AskI4141 rof Job# Date PE 1 //y I of (1,13X1.3x12.3)(11�,=18 f�sf e 161=ZfrA.14 Milt t�ck W;: elF u4 3%x 14 x 1i;y. 7tP s f - fi' wta�Qoa �-- 12�00*t f1= 414,4 #,F- F— Izz 79D r 1-1 = ?, s # } �7 = P� S9z(6)5z ux �4ho x 441 College Avenue Title : New Life Christian Santa Rosa, CA 95401 Dsgnr: JW Nwciat (707) 578-8185 Description (707) 578-7153 Fax Scope _ www.mkmassociates.com R. 580 7 User KW-06p5906,Vw 5 a6. 15.Wn20W Steel Beam Design wa (c)1993-2W7 ENERCALC Engineering Sonre si Description mech screen post Job # 072042 Date: 10:54AM, 8 SEP 07 Page 1 nech saaens General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 r Steel Section : ' L3X3X1/4 Center Span 3.40 It Left Cant. 0.00 It Right Cant 2.50 It Lu : Unbraced Length 0.00 It Pinned -Pinned Load Duration Factor 1.33 Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi LL & ST Act Together Point Loads Note! Short Term Loads Are WIND Loads. r Dead Load Live Load Short Term 0.170 0.245 Location 5.900 0.500 k k 0.375 k 3.400 It summary I Beam OK t-� Short Term Load Case Governs Stress Using: L3X3X1/4 section, Span = 3.40ft, Fy = 36.Oksi. Left Cant. = 0.0011, Right Cant. = 2.50ft End Fn.ity = Pinned -Pinned, Lu = O.00ft, LDF = 1.330 Actual Allowable Moment 0.456 k-ft 2.070 k-ft Max. Deflection 0.052 in fb : Bending Stress 4.754 ksi 21.600 ksi Length/L Defl 26,.: 1 fb I Fb 0.220 : 1 Length/(DL+LL Defl) 1,146146.1 : 1 Shear 0.217 k 14.364 k tv : Shear Stress 0.578 ksi 19.152 ksi tv / Fv 0.030 : 1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only Center (Ea Center Cants I& Cants Max. M + 0.46 k-ft 0.00 0.11 k-ft Max. M - -0.03 -0.03 -0.46 k-ft Max. M @ Left k-ft Max. M @ Right .0.03 -0.03 -0.46 k-ft Shear @ Left 0.22 k 0.01 0.22 0.12 k Shear @ Right 0.19 k 0.03 0.06 0.19 k Center Defl. aoot; in 0.000 0.000 -0.002 0.000 0.008 in Left Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.052 in -0.002 0.000 0.002 0.000 -0.052 in ...Query Defl @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.22 0.01 0.22 -0.12 k Reaction @ Rt 0.72 0.05 0.46 0.72 k Section Properties L3X3X1/4 Depth 3.000 in Weight 9.78 #/ft Thickness 0.250 in Ixx 2.490 in4 Width 3.000 in Iyy 4.572 in4 Sxx 1.150 in3 Area 2.88 in2 Syy 1.524 in3 Angle Spacing 0.000 in R-xx 0.930 in Values for LRFD Design.... R-yy 1.260 in Description 441 College Avenue Santa Rosa, CA 954011 (707)578-8185 (707)578-7153 Fax screen brace Title : New Life Christian Dsgnr: JW Description Scope: Steel Column Job # 072042 Date: 10:54AM, B SEP 07 Page 1 General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section .L3X3X1/4 Fy 36.00 ksi X-X Sidesway : Restrained Duration Factor 1.330 Y-Y Sidesway : Restrained Column Height 4.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X-X Unbraced 4.000 ft Kxx 1.000 Live 8 Short Tenn Loads Combined Y-Y Unbraced 4.000 ft Kyy 1.000 Loads Axial Load... Dead Load k Ecc. for X-X Axis Moments 0.000 in Live Load k Ecc. for Y-Y Axis Moments 0.000 in Short Term Load 0.72 k Section L3X3X1/4, Height= 4.001t, Axial Loads: DL= Unbraced Lengths: X-X = 4.00ft, Y-Y = 4.00ft Combined Stress Ratios Dead AISC Formula Hl - 1 ` AISC Formula H1 - 2 AISC Formula HI - 3 Stresses Column Design OK 0.00, LL = 0.00, ST = 0.72k, Ecc. = 0.000in Live DL+LL OL+ST+ILL. if Chosen) 0.0087 Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa : Allowable 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi fa : Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.25 ksi Fb:xx : Allow [FI-6] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi Fb:xx : Allow [F1-7] 8 [Fl-8] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi lb : xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Fb:yy : Allow [F1-6] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi Fb:yy : Allow [Ft-7] 8 [F1-8] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi fib : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Fax: DL+LL 56,037 psi Cm DL+LL 0.60 Cb:x DL+LL 1.00 Fey: DL+LL 102,899 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 Fex: DL+LL+ST 74.529 psi Cm:x DL+LL+ST 0.60 Cb:x DL+LL+ST 1.00 Fey: DL+LL+ST 136,855 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 Max X-X Axis Deflection 0.000 in at 0.000 it Max Y-Y Axis Deflection 0.000 in at 0.000 it Section Properties L3X3X1/4 Depth 3.000 in Weight 9.78 #/ft Values for LRFD Design.... Thickness 0.250 in Ixx 2.490 in4 J Width 3.000 in lyy 4.572 in4 0.00 Sxx 1 150in3 Zx Area 2.88 in2 Syy 1.524 in3 Zy Angle Spacing 0.000 in Rxx 0.930 in 0.000 Ryy 1.260 in 441 College Avenue Title: New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 11:32AM, 8 SEP 07 (707) 578-8185 Description (707) 578-7153 Fax Scope : Qr www.mkmassociates.com (J 07 Timber Beam & Joist Page 1 .aware SC090AO7JW-ALL STEEL DESIGNS. ECW:mech caeeo Description Wood memeber supporting Mech Screen Timber Member Information ;ode Ref: 199712001 NDS, 2000120031BC, 2003 NFPA 5000. Base allowables are user defined (E) 4.6-mr t case Timber Section 4x6 Beam Width in 3.500 Beam Depth in 5.500 Le: Unbraced Length ft 0.00 Timber Grade DougtasFlr- Laith, No.2 Fb - Basic Allow psi 900.0 Fv - Basic Allow psi 180.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.330 Member Type Sawn Repetitive Status No Center Span Data Span ft 8.00 Dead Load #/ft 28.00 Live Load #/ft 40.00 Point#1 DL Ibs LL Ibs -720.00 @ X It 1.200 Point #2 DL Ibs LL lbs 720.00 @ X ftj 4.050 Results Ratio = 0.6789 Mmax @ Center in-k 18.64 @ X = ft 4.06 fb : Actual psi 1,056.4 Flo Allowable psi 1.556.1 Bending ON fv : Actual psi 38.8 Fv : Allowable psi 239.4 Shear ON Reactions @ Left End OL Ibs 112.00 LL Ibs -96.50 Max. DL+LL Ihs 15.50 @ Right End DL Ibs 112.00 LL Ibs 416.50 Le/-G ej�l Ff-. Loco Max. DL+LL Ibs 528.50 �` Deflections Ratio OK Center DL Den in -0.033 L/Deft Ratio 2,886.6 Center LL Deft in -0.144 tJDefl Ratio 664.6 Center Total DO in -0.178 Location fl 4.192 1JDefl Ratio 540.6 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 3:02PM, 8 SEP 07 PA �(707) 578-8185 Description V"W (707) 578-7153 Fax Scope : 90 www.mkmassociates.com Rev: 580006 Use16059De Ver5.8.0, 15-Jun-2007 Timber Beam & Joist Page 1 r KW{ (c11963-2007 ENERCALC Enoineenno SolMare SCO90407JW-ALL STEEL DESIGNS. ECW:MDoI, Unii S Description Mech Unit Support Members Timber Member Information ;ode Ref: 1997/2001 NDS, 2000120031BC, 2003 NFPA 5000. Base allowables are user defined Bt B2{E7 member 113-large unit 0 B4-large unitastorg S&P Timber Section Prllm: 3.5x9.5 4m14 PrIlm: 3.50 1.875 Prllm. 3.5x11.675 Beam Width in 3.500 3.500 3.500 3.500 Beam Depth in 9.500 13.250 11.875 11.875 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Timber Grade SCL, 3.5" m 7" Douglas Rr - SCL, 3.5" to 7" SCL, 3.5" W 7" Thick SCL Larch, No.2 Thick SCL Thick SCL Fb - Basic Allow psi 2,800.0 900.0 2,800.0 2,800.0 Fv - Basic Allow psi 285.0 180.0 285.0 285.0 Elastic Modulus ksi 2,000.0 1,600.0 2,000.0 2,000.0 Load Duration Factor 1.000 1.250 1.000 1.000 Member Type Manuf/Pine Sawn Manuf/Pine Manuf/Pine Repetitive Status No No No No Center Span Data Span ft 8.00 8.00 23.00 25.00 Dead Load #/ft 135.00 245.00 Live Load #/ft 320.00 Dead Load #/ft 105.00 105.00 Live Load #/ft Start ft 11.000 18.000 End ft 23.000 25.000 Results Ratio = 0.0879 0.4708 0.2152 0.0991 Mmax @ Center in-k 12.96 54.24 49.56 22.83 @ X = ft 4.00 4.00 14.17 19.00 fb : Actual psi 246.2 529.6 602.5 277.6 Fb: Allowable psi 2,800.0 1,125.0 2,800.0 2,800.0 Banding OK Bending OK Bending OK Bantling OK fv : Actual psi 19.7 53.2 30.1 19.4 Fv, : Allowable psi 285.0 225.0 285.0 285.0 Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL Ibs 540.00 980.00 328.70 102.90 LL Ibs 0.00 1,280.00 0.00 0.00 Max. DL+LL Ibs 540.00 2,260.00 328.70 102.90 @ Right End DL Ibs 540.00 980.00 931.30 632.10 LL Ibs 0.00 1,280.00 0.00 0.00 Max. DL+LL Ibs 540.00 2,260.00 931.30 632.10 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.025 -0.021 -0.364 -0.172 UDefl Ratio 3,859.2 4,615.6 757.4 1,746.0 Center LL Dell in 0.000 -0.027 0.000 0.000 LIDO Ratio 0.0 3,533.8 0.D 0.0 Center Total Dell in -0.025 -0.048 -0.364 -0.172 Location ft 4.000 4.000 12.328 14.100 UDefl Ratio 3,859.2 2,001.5 757.4 1,746.0 In; ; )_ 00 , 0.9 / {�},{, §\\ aee �)Ul ! § ) § } \\// \ 6\ ƒ$$ 11 11 It co��\� it it it 11 �U)co CO \ 91 New Life Christian Fellowship suite16 Electrical Engineering t, l Phase September —B11ding Improvements provements project #2007541 nIECOHI c 16010 — BASIC ELECTRICAL PART I —GENERAL 1.01 WORK INCLUDED SEP 13 2007 A. Furnish materials, labor, equipment, fabrication, installation, tests and appurtenances a complete and operational installation of the electrical Work, whether or not they are specified on the Drawings or herein. 1.02 RELATED WORK A. The General Conditions, Supplementary Conditions and General Requirements (as part of Division 1) of the Contract Documents apply to the work specified in Division 16. Review especially the following Sections and/or Divisions for requirements related to the work of this Section. 1. Section 01045: Cutting and Patching 2. Section 01300: Submittals 3. Section 01500: Temporary Facilities and Controls 4. Section 01630: Substitutions 5. Section 01650: Starting of Systems 6. Section 01710: Site and Area Cleanup 7. Section 01730: Operation and Maintenance Data 8. Section 02221: Trench Backfilling and Compaction 9. Section 03310: Miscellaneous Concrete B. Work specified in Division 16: 1. Section 16050: Basic Electrical Materials and Methods 2. Section 16400: Service and Distribution 1.03 CODES AND STANDARDS NOV 0 9 2007 EmoM Dill. A. Equipment, materials and installation shall conform to the codes, standards, tests, guidance or recommended methods of trade effective as of the date of the Contract Documents as published by the following bodies: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Americans with Disabilities Act (ADA) These plans have been reviewed and are Authority Having Jurisdiction (AHJ) found to be in general conformance with American National Standards Institute (ANSI) the uniform codes and ordinances as adopted by the jurisdiction. American Society of Testing and Materials (ASTM) APPROVAL RECo ED California Energy Commission erland dA cia ,Inc. Certified Ballast Manufacturers (CBM) �� California Code of Regulations, Titles 8, 19, and 24 (CC California Building Code (CBC) "Principal Plan Reviewer Date California Electrical Code (CEC) California State Fire Marshal (CSFM) Electrical Testing Laboratories (ETL) Electric Utility Service Equipment Requirements Committee (EUSERC) Insulated Cable Engineers Association (ICEA) Institute of Electrical and Electronics Engineers (IEEE) National Electrical Manufacturer's Association (NEMA) SECTION 16010 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 16. International Electrical Testing Association (NETA) 17. National Fire Protection Association (NFPA) 18. Occupational Safety and Health Act (OSHA) 19. Underwriter's Laboratories (UL) 20. Local Building Department, where applicable. 21. Local Fire Department, where applicable. 22. Local power, telephone and cable television utilities, where applicable. B. The Contract Documents shall govern where they exceed the applicable Codes and Standards. Where governing Codes and Standards vary or conflict, the more restrictive provision shall apply. C. The Contract Documents shall not be construed to contain permission to violate legal requirements. Immediately notify the Architect should such conflicts arise. D. Provide official documentation from the California State Licensing Board (CSLB) to the General Contractor and Owner showing state certification of all electricians working on the project site in conformance with CSLB regulations (see www.cslb.org and http://www.dir.ca.gov/DAS/ElectricalTrade.htm). Electricians who are not certified are not allowed on the project site. 1.04 QUALITY ASSURANCE A. Provide materials and equipment, new and free from defect, from manufacturers regularly engaged in those products' manufacture. B. When available, items of a given type shall be products of the same manufacturer. 1.05 CONTRACT DOCUMENTS A. ELECTRICAL DRAWINGS 1. The electrical drawings are generally diagrammatic for purposes of legibility and clarity. Although the size and location of equipment is drawn to scale wherever possible, the drawings may be distorted for clarity and for fit. Make use of all data in the Contract Documents and verify at the project site. 2. The electrical drawings do not show all offsets, bends, special fittings, junction and pull boxes that may be necessary in conduit runs. Install equipment, outlets, junction and pullboxes in accessible locations and in a manner to conform to structure, avoid obstruction, preserve headroom and keep passageways and openings clear. 3. The architectural drawings take precedence over the electrical drawings. Review the architectural floorplans, reflected ceiling plans and elevations to determine the exact location of electrical devices and equipment. 4. Outlets, fixtures or equipment located on the drawings by dimension shall be installed as shown. Where dimensions are not indicated, these items shall be installed symmetrical with architectural elements and as close to the location shown as practical. Notify the Architect should any discrepancies arise. SECTION 16010 BASIC ELECTRICAL REQUIREMENTS PAGE 2 OF 11 New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 5. Make reasonable changes to locations of outlets, fixtures or equipment as directed by the Architect prior to rough in at no additional cost to the Owner. 6. Provide conduit sizes as specified on the drawings. Where conduit sizes are not specified, size conduit to satisfy code -minimum requirements for conduit fill. B. ELECTRICAL SPECIFICATIONS The electrical specifications (Division 16000), in general, establish quality and character of materials and equipment. 2. The electrical specifications may omit words or phrases such as "the Contractor shall", "furnish", "provide", "all", and "shall be" to be more brief. 1.06 SITE CONDITIONS A. Prior to submitting a bid, visit the project site and become familiar with discernible conditions which may be pertinent to or affect the electrical Work. Include in the bid a sum which is sufficient to cover the cost of the electrical work in consideration of site conditions. 1.07 MATERIALS AND EQUIPMENT SUBMITTALS AND SHOP DRAWINGS A. TIMING Within 7 days of the Owner's Notice to Proceed, submit a complete schedule of submittal dates for materials, equipment and shop drawing submittals. 2. Furnish submittals and shop drawings promptly in accordance to the submitted schedule and in the proper sequence as not to cause delay in the work of this or other Divisions. When possible, furnish all submittals at the same time. Submittals should in no case be furnished more than 30 days after the Owner's Notice to Proceed. B. CONTENT 1. Submit at least seven copies of the submittals and/or shop drawings. The Electrical Engineer, the Architect, the Inspector, and the Owner will retain individual copies of the submittals. Additional copies are for the Contractor's use for vendors and manufacturers. 2. Shop drawing submittals shall include at least one reproducible copy. The reproducible copy will be returned with any applicable review comments. 3. Provide cover sheet(s) which identify the submittal and include the following information: a. Project name. b. Submittal number. C. Applicable Division and Section of submittal. d. Date of submission. e. Referenced addendum or change -order number as applicable. f. Names of Contractor, supplier and manufacturer. SECTION 16010 PAGE 3 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 g. Stamp and signature by the Contractor certifying that the Contractor has reviewed the submittal and it is in compliance with the Contract Documents. h. Complete index of submittal, including schedule of electrical equipment, lighting fixtures, accessories, etc. i. Approximately a half -sheet of space on the front cover sheet for Engineer review stamp and submittal comments. 4. Submittals shall include those items listed in each Section of these Specifications and any items specifically requested by the Architect and/or Engineer. Submittals and shop drawings shall be complete and shall include cut sheets of all system components (i.e., circuit breakers in switchboards, ballasts and lamps, etc.) as well as any certificates of compliance that may be required by the Contract Documents. If cut sheets indicate more than one model number or type of product, the submitted model number or product must be marked. Incomplete or unmarked submittals will be rejected. 6. Equipment cut sheet submittals shall be bound in a binder or notebook as opposed to loose sheets. Identify the submitted product on each sheet. Submittals for main switchboards, precast utility transformer pads, utility vaults and pullboxes shall bear the favorable review stamp and/or signature by the local utility representative. C. REVIEW 1. Submittals will be reviewed by the Engineer and will be returned with review comments. Comments made to the submittals during this review do not relieve the Contractor of his responsibility to comply with the requirements of the Drawings and Specifications. Contractor is responsible for dimensions to be confirmed and correlated at the project site, and quantity of items to be furnished. This review is only to check for general conformance with the design concept of the project and general compliance with the Contract Documents. 2. Explanations of the applicable review comments are listed below; note that one submittal may receive multiple review comments. a. NO EXCEPTIONS TAKEN: The Engineer takes no exceptions to the submitted items. b. MAKE CHANGES NOTED: Make changes to the submitted items as noted; a resubmittal is not required unless noted. C. REJE : The submitted items are rejected based non-equivalence to the specified items, or the submittal is incomplete. Submit the noted items as specified. d. REVISE AND RESUBMIT: Revise the submitted items as noted by the review comments and resubmit. Resubmit only those items specifically requested. SECTION 16010 BASIC ELECTRICAL REQUIREMENTS PAGE 4 OF 11 New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 e. SUBMIT SPECIFIED ITEM: Cut sheet and/or information for an item was not included in the submittal. Submit either under separate cover or bound with resubmittal if required. 3. Resubmit items for review until no exceptions are taken or a resubmission is not required. Clearly indicate all changes that have been made since the previous submittal. 4. Should more than one resubmittal by the Contractor be required for any equipment or materials, that additional Engineer review time will be charged to the Contractor. 1.08 SUBSTITUTIONS A. SUBMITTAL OF SUBSTITUTION REQUEST 1. Submit substitution requests to the Architect for each proposed substitution no later than twenty-one (21) days prior to bid time. Substitution requests which do not include the following items or which are submitted after the time specified above will be rejected: a. Bound cut sheets and/or shop drawings as applicable of both the specified item and proposed substitution with all applicable data substantiating equivalency to the specified item, compliance with the Contract Documents, and any dissimilarities between the specified item and proposed substitution. b. Impacts of proposed substitution to the bid sum, to construction schedule and to work in this or other Sections, Divisions or related contracts. C. Extent of redesign or revision of work in any Division required by this substitution. Substitutions will not be considered if substantial revision of Contract Documents is required unless such costs are borne by the Contractor. B. SUBSTITUTION REVIEW AND APPROVAL 1. Proposed substitutions submitted in accordance with the above requirements will be reviewed in a timely manner. 2. Furnish product samples of both the specified item and proposed substitution when requested by the Architect at no additional cost to the Owner. 3. Proposed substitutions will be reviewed with respect to their compliance with the Contract Documents, potential impact to the project and equivalency to the specified item. Equivalency includes but is not limited to quality, character, performance, features, dimensions and appearance of product, and quality, stability, service and support of the manufacturer. 4. The burden of proof of a proposed substitution's equivalence is the responsibility of the Contractor. SECTION 16010 PAGE 5 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 5. The Architect has the sole discretion to determine acceptability of each proposed substitution and reserves the right to reject any such substitution. 6. Approval of substitutions shall not relieve the Contractor from full compliance with requirements of Contract Documents. C. INSTALLATION 1. Substituted equipment or materials shall not be ordered or installed prior to approval by the Architect. Prior to installation, notify the other trades in writing of any impacts due to the substitution. 3. Any additional costs to work in this or other Sections, Divisions or related contracts due to Contractor substitutions, whether immediately known or subsequently discovered, shall be borne by the Contractor. 4. The Contractor shall replace substituted materials or equipment found to be non- equivalent to the specified items subsequent to installation at no additional cost to the Owner. 1.09 SCHEDULE OF WORK A. Arrange work, order equipment and schedule deliveries to conform to the established construction schedule. Additional charges from manufacturers for special expediting and/or handling of equipment not ordered in a timely manner shall be borne by the Contractor. B. Schedule working hours with the Owner and/or with requirements stated elsewhere in the Contract Documents. C. Schedule temporary power and signal system shutdowns with the Owner no less than 48 hours in advance; submit such requests as early as possible for favorable review by the Owner. 1.10 COORDINATION OF WORK A. Coordinate the electrical work with the other trades to avoid conflicts, delays and omissions. No additional cost will be considered for work that must be relocated due to conflicts with the work of other trades. B. Verify that sufficient space is available for materials and equipment installation throughout the course of construction. C. The maximum height of circuit breaker handles, disconnect or selector switches, pushbuttons, and similar devices is 6'-6" above finished floor or finished grade. D. Coordinate with the representatives of the local utility companies to obtain utility requirements, arrange inspections, schedule service installations, and finalize the service arrangements. 1.11 DEMOLITION AND RELOCATION OF EXISTING WORK SECTION 16010 PAGE 6 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 A. Disconnect, remove or relocate materials and/or equipment as noted on the Drawings. Provide new material and equipment required for relocating such equipment. B. Where equipment and/or devices are to be removed, remove, reroute or leave in place conductors and raceways as required to leave other equipment and devices to remain energized in a safe and workmanlike manner. C. Remove unused conductors from raceways unless otherwise noted. Where conductors are to be abandoned, tape conductor ends and label. D. Cut and cap unused raceways. Raceways in slabs to be abandoned shall be cut Flush and grouted. E. Advise the Architect immediately if unexpected asbestos or other hazardous materials are discovered while working in existing areas. 1.12 DELIVERY, STORAGE AND HANDLING A. Protect electrical materials and equipment in original packages during transit, storage, handling and installation to prevent damage, soiling and deterioration. Replace such damaged equipment at no cost to the Owner. B. It is the Contractor's responsibility to check materials and equipment for compliance with the Contract Documents and/or for damage as they are delivered to the project site. C. Verify access routes and dimensions at the site that equipment must pass through to be installed. Ship equipment in crated sections, or dismantle, reassemble and retest equipment too large to pass through access routes to final locations in one piece. 1.13 CONNECTIONS TO EQUIPMENT A. Make final connections to equipment furnished under this Division, other Divisions or by the Owner. Verify the electrical requirements of the equipment nameplates with the information specified on the applicable drawings or submittal, and the designed electrical connection. 1.14 CUTTING AND PATCHING A. Provide core drilling, cutting and patching of existing surfaces for the installation of electrical work. Repair the surfaces to match the surrounding conditions. 1.15 EXCAVATION AND BACKFILL A. Provide excavation for underground electrical utilities and substructures. Backfill and patch excavated areas to the original condition and as shown on the Drawings. B. Locate all existing underground utilities prior to trenching. Hand -dig in locations of known utilities. Damage caused to utilities by the Contractor shall be repaired at the Contractor's expense. 1.16 SUPPORT SYSTEMS SECTION 16010 BASIC ELECTRICAL REQUIREMENTS PAGE 7 OF 11 New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 t A. Provide support systems and seismic restraints to structure for electrical materials and equipment per applicable code and as per detailed on the drawings. B. Do not support conduit, wiring or equipment from piping, existing piping racks, ceiling or fixture wires or other similar elements unless specifically allowable by Code or the Authority Having Jurisdiction (AHJ). 1.17 WATERPROOFING A. Provide roof jacks and/or Flashing wherever raceways pass through roof or outer wall structures. Assembly shall be constructed in a waterproof, permanent, neat and workmanlike manner and shall be subject to the approval of the Architect. B. Electrical devices and equipment located outdoors, in semi -exposed areas, or interior damp areas shall be weatherproof and NEMA-rated as noted. 1.18 PAINTING A. Provide cleaning, prep, priming and painting of exposed work as directed by the Architect. Mask manufacturer nameplates prior to painting and remove masking after paint is dry. 1.19 IDENTIFICATION A. Provide nameplates of 1/16" black phenolic and 1/2" high white lettering attached with steel rivets or machine screws and nuts on all electrical equipment including: 1. Main switchboards. 2. Distribution panelboards. 3. Motor control centers, control panels and combination controllers. 4. All feeder breakers and motor controllers in main switchboards, distribution panelboards and motor control centers and panels (indicate load served). 5. Panelboards. 6. Transformers; include also the following on transformer nameplates: "De - energize prior to removing cover." 7. Disconnect switches, enclosed breakers, manual motor starters, and combination motor controllers (indicate load served). 8. Control panels. 9. Main and intermediate distribution frames. 10. Telephone terminal boards. 11. Signal terminal cabinets. 12. Fire alarm control panels, extender panels and annunciators. B. Label all junction and pullboxes with the upstream panel or equipment name and circuit numbers as applicable. Labeling shall be made neatly and legibly with a permanent marker using different colors for different electrical systems. C. Conductors in conduit shall be labeled at every junction and termination point. Install tags made of pressure -sensitive plastic or engraved phenol with plastic tie -wrap on the following items: SECTION 16010 PAGE 8 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 Feeder sizes #8 and larger to electrical equipment (panels, transformers, etc.) and other equipment (HVAC, pumps, etc.). Indicate upstream panel, circuit(s), phase(s) and equipment name. b. Signal distribution cables (optical fiber, telephone multipair, etc.). Indicate function and locations of upstream and downstream terminations. C. Pullropes in spare conduits. Indicate system and location of other end. 2. Install adhesive strips with the circuit number(s) on all branch -circuit wiring. D. Provide typewritten or computer -generated panel directory in each new or modified panelboard's cardholder frame under plastic cover. Directory shall include circuit number and description of each load. E. Provide permanent self-adhesive labels on each receptacle faceplate, below the lower receptacle, indicating the panel and circuit number (i.e., for circuit 11 from panel B, label shall read B-11). Labels shall be 3/16" high black text on clear background. In open areas and/or where light switches are ganged together, provide a permanent engraved or silk-screened label at each light switch of the load served. Obtain approvals of labels from the Architect. 1.20 PRELIMINARY OPERATION A. Place into operation any portion of the system or equipment at the request of the Owner prior to the final completion and acceptance of the work. Any preliminary operation shall not be construed as acceptance of any part of the electrical work. 1.21 CLEANING A. Throughout the course of the work, keep the project site clean and free of debris and rubbish. Remove project spoils from the site. B. Clean equipment and materials prior to cleaning, painting and acceptance. Remove debris from inside and outside of material and equipment with brushing or vacuuming tools. Remove unnecessary manufacturers' labels and tags from exposed conduit, boxes and similar work. 1.22 PERMITS AND REVIEW OF CONSTRUCTION A. Pay for and obtain all required fees, permits and licenses. B. Representatives of the Architect may review the work at any time C. Advise the Architect when the work is ready for review prior to backfilling of buried work or concealment of work in Floors, walls and ceilings. Work shall not be concealed without Architect's consent. D. Arrange for inspections by the project Inspector of Record, local utility representatives and local building officials as applicable. SECTION 16010 PAGE 9 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 L E. Advise the Architect when all requirements of the Contract Documents have been completed to arrange for the Engineer's final walkthrough and punch list. 1.23 TESTING AND ADJUSTMENT A. Test the entire electrical installation under full loads, and make required adjustments and correct any defects. B. Test wiring for continuity, short circuits, and improper grounds. Insulation resistance shall meet or exceed applicable electrical code requirements. C. Verify correct functional performance of installed devices and equipment with the device ratings, operating sequence and code requirements. D. Verify proper operation and correct rotation of all motors. Measure and record the full - load amperage of all installed motors. E. Balance the phase loading of branch -circuits and feeders in all panelboards. Repair or replace defective work or equipment at no cost to the Owner. 1.24 RECORD DOCUMENTS A. Maintain Record Documents which clearly and accurately indicate actual installed locations of equipment, devices, underground and otherwise concealed conduit and wiring routing, modifications to panel schedule circuits, installation details, and other items that vary from the Contract Documents, including change orders and addenda. B. Submit one reproducible set of Record Documents to the Architect for review prior to project closeout. The Record Documents shall contain neat and legible markings of the variances from the Contract Documents as described above. Make changes or clarifications to the Record Documents as requested by the Architect and/or Engineer, and submit a final reproducible copy to the Owner. 1.25 OPERATING INSTRUCTIONS A. Provide and post operating instructions at the electrical equipment as directed in other Sections of these specifications. Instructions shall be typewritten or computer -generated and shall include wiring diagrams as noted. Install under UV -rated laminated plastic or in weatherproof enclosure. 1.26 OPERATIONS AND MAINTENANCE MANUALS A. Prior to requesting acceptance of work, submit one bound copy of the operations and maintenance manual of major electrical equipment to the Architect for review. Manual shall include the following: 1. Manufacturer's name, model number, service manual, spare -parts list, and descriptive literature for all components. 2. Maintenance instructions. 3. Instruction for starting, operation and programming. 4. Detailed one -line and/or wiring diagrams. 5. Field test report. SECTION 16010 PAGE 10 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 6. Contact information of contractors, equipment suppliers and service agencies. B. Incorporate review comments by the Architect and Engineer into two (2) final copies. Manuals shall be assembled in order by specification section in three-ring binders clearly titled on the spine and front cover, and shall be submitted to the Owner prior to project completion. 1.27 GUARANTEE A. Guarantee all electrical work to be free from defects of materials and workmanship for a period of one (1) year from the date of the final acceptance. Materials and equipment having longer manufacturer warrantee periods shall be guaranteed for those time periods. Should any materials and/or workmanship be found to be defective during this term, replace and/or repair such defective work and any other work damaged by such defects at no cost to the Owner. Such replacement or repairs shall be guaranteed for a period of one (1) year from the date of the replacement or repairs. PART II — PRODUCTS (NOT USED) PART III — EXECUTION (NOT USED) END OF SECTION Ole and path: H:\Projects\2007U007541 New Ufe Chrls0an Fell Church\() a\specs\16010 BASIC ELECTRICAL REQUIREMENTS.Ca prlrtt date: Septenoer 11, 7007 SECTION 16010 PAGE 11 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 16050 — BASIC ELECTRICAL MATERIALS AND METHODS PART I — GENERAL 1.01 WORK INCLUDED A. Raceways, fittings, junction and outlet boxes B. Pullboxes and terminal cabinets C. Conductors, splices and connectors D. Wiring devices and coverplates 1.02 RELATED WORK A. Section 16010: Basic Electrical Requirements 1.03 SUBMITTALS A. Provide submittals for the following materials and equipment in accordance with Section 16010: Basic Electrical Requirements. 1. Wiring devices and coverplates 2. Pullboxes and terminal cabinets B. Submittals for conduit, fittings, junction, outlet boxes and similar materials that are not requested are not required and will be returned unreviewed. Provide these items as specified. PART II — PRODUCTS 2.01 RACEWAYS, FITTINGS AND BOXES A. METALLIC CONDUIT 1. Exterior conduit and exposed risers: Hot -dipped galvanized rigid steel (GRS) conduit with watertight galvanized threaded fittings. 2. Underground conduit less than 18" below grade, and conduit risers through grade or concrete slabs/assemblies: Hot -dipped galvanized rigid steel (GRS) conduit with watertight galvanized threaded fittings. To prevent contact between conduit and soil or concrete, wrap with half -lapped 3M Scotch #50 protection tape to 4" above grade. 3. Conduit across concrete expansion joints: Hot -dipped galvanized rigid steel (GRS) conduit with watertight galvanized threaded fittings with expansion couplings, bonding jumpers and corrosion protection as specified above. 4. Interior concealed conduit, exposed conduit in interior unfinished spaces, and exposed conduit in other interior spaces where approved: electrical metallic tubing (EMT) with steel compression fittings in damp areas and steel set -screw fittings in dry areas. SECTION 16050 PAGE 1 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 5. Interior concealed connections for lay -in lighting fixtures in ceiling grids: Galvanized Flexible steel conduit not exceeding six-foot lengths with approved grounding bushings. 6. Flexible connections below raised Floors, in damp areas, kitchens, exterior areas, to transformers, motors and other vibrating equipment, and connections across seismic or expansion joints: Liquid -tight Flexible galvanized steel conduit not exceeding six-foot lengths with approved grounding bushings. 7. Provide plastic conduit bushings except where metallic grounding bushings are required. 8. Conduit bodies shall be OZ Gedney type EW or equivalent, unless otherwise noted. 9. Provide materials as manufactured by Allied, Thomas & Betts or equivalent. B. NON-METALLIC CONDUIT Underground, underslab, in slab, and in concrete and CMU walls: Schedule 40 PVC with cemented schedule 80 PVC fittings. Conduit shall be listed for direct burial and use with 90-degree Celsius wiring. Restrictions: see metallic conduit requirements above for risers and conduit less than 18" below grade. 2. Provide non-metallic underground conduit for utility cables that comply with the requirements of the respective utility. 3. Provide materials as manufactured by Carlon or equivalent. C. JUNCTION AND OUTLET BOXES Provide galvanized steel boxes with tapped ears approved for the purpose and location of each installation. Boxes shall be Flush -mounted unless they are located in unfinished areas. Where boxes are approved by the Architect to be surface -mounted in finished areas, provide surface -mounted boxes as specified in this or other Sections. 2. Surface -mounted junction and outlet boxes in damp or wet locations shall be Crouse -Hinds cast aluminum type FS or FD with proper quantity and size hubs, device plates, covers, adapters and accessories. 3. Underground junction boxes for landscape or exterior lighting with maximum quantity of four #10 conductors shall be gasketed cast iron, equivalent to Hubbell #1414. Completely seal with silicone caulking. 4. Metallic boxes shall be Code -sized at not less than 4" square by 2-1/8" deep. Provide proper galvanized trim rings for Flush boxes and Flat steel coverplates for surface boxes, color to match neighboring coverplates. The trim ring shall provide a minimum 1/4" clearance between any device and the back of the box. All boxes shall have connectors with integral insulated throats. 5. Boxes shall be rigidly supported with prefabricated brackets and/or blocking. SECTION 16050 PAGE 2 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 6. Provide materials as manufactured by Raco or equivalent, unless otherwise noted. 2.02 PULLBOXES AND TERMINAL CABINETS A. CONCRETE UNDERGROUND PULLBOXES Provide Christy, Brooks or Quikset precast concrete underground pullboxes for power and signal systems in sizes and quantities as shown on the Drawings and as required by Code. In areas not subject to vehicular traffic, provide Christy N-series boxes with extensions as required and concrete lids. b. In areas subject to vehicular traffic, provide Christy B-series boxes with extensions as required and bolt -down galvanized steel checkered lids. C. Lids shall be properly labeled with the following acceptable captions for the separate systems: "POWER" or "ELECTRICAL", "TELCOM" or "SIGNAL" or "COMMUNICATIONS", and "FIRE ALARM", or as specially noted on the Drawings. Provide precast utility pullboxes and vaults for utility systems that comply with the requirements of the respective utility. B. ABOVE -GRADE PULLBOXES AND TERMINAL CABINETS 1. Provide pullboxes and terminal cabinets as shown on the Drawings and where required. Boxes shall be 14 gauge galvanized steel (exterior) or 16 gauge (interior) steel and shall have continuous welded seams and stainless steel hardware (hinges, screws, etc.). Boxes shall be UL labeled, finished with an ANSI 61 light gray or equivalent powder coat finish, shall be approved for the purpose and location of each installation and shall be equivalent to Square D, B-Line or Hoffman. 2. Pullboxes shall have non -hinged covers attached with machine screws; terminal cabinets shall have hinged padlockable covers with stainless -steel hinge pin. 3. Weatherproof boxes shall be fully gasketed. Penetrations into weatherproof boxes shall be made with Square D interchangeable hubs, gaskets and adapter nuts. 2.03 600 VOLT CONDUCTORS, SPLICES AND CONNECTORS A. Conductors shall be copper with THHN/THWN insulation, and shall have clear markings on the jacket of UL listing, gauge, voltage, insulation type, insulation temperature rating, trade name and manufacturer. #10 AWG conductors and smaller shall have color -coded insulation and shall be stranded with compression spade connectors at all device terminations, or may be solid without compression connectors. Conductors #8 AWG and larger shall be stranded. Provide materials as manufactured by General Wire and Cable or equivalent. SECTION 16050 PAGE 3 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 B. Prefabricated wiring and raceway assemblies, including types NM (non-metallic sheathed "Romex'J, AC (armored cable), MC (metal -clad cable), are not permitted. C. Branch -circuit conductor connectors for #10 AWG and smaller: 3M Scotchlok connectors or equivalent. D. Conductor connectors for #8 AWG and larger: T & B Lock -rite connectors or equivalent. E. Feeder splices above -grade in dry locations: Lug connectors with half -lapped Scotch #23 rubber tape covered with an equal number of turns of half -lapped Scotch #50 PVC tape, or equivalent. Below -grade feeder splices: Butt splice with heat -shrink sleeve covering, 3M or equivalent. G. Below grade branch -circuit conductor splices: Totally encapsulated insulated splices in 3M #3570 resin "Sealing Packs" or equivalent. 2.04 WIRING DEVICES AND COVERPLATES A. Provide wiring devices equivalent to the Hubbell Specification Grade devices and Lutron dimming devices as specified below, colors as directed by the Architect: Light switches, 20A 120V1277V: a. SPST: Hubbell #HBL1221 b. DPST: Hubbell #HBL1222 C. Three-way: Hubbell #HBL1223 d. Four-way: Hubbell #HBL1224 e. Locking switches: Hubbell #HBLx)=L f. Weatherproof "press -switch" with pilot light: Hubbell #HBL128x series with #HBL1795 clear bubble plate, silicone rubber cover (fits FS/FD style boxes only). 2. Wall dimmers — Lutron Nova T-Star series: a. Incandescent with preset: #NT-)=P; 600W, 1000W, 1500W or 2000W b. Electronic low voltage: #NTELV-450, 450W C. Magnetic low voltage with preset: #NTLV-xxx; 450W, 800W, 1200W or 1600W d. Fluorescent ("Hi-Lume') with preset: #NTF-103P-xxx; 960W at 120V, 1600W at 277V. e. 3-way and 4-way switches for use with preset dimmers: #NT-xPS f. Install ganged dimmers in oversized outlet boxes so that removal of dimmer heat sinks and dimmer derating are not required. 3. Coverplates: a. Flush -mounted devices in interior locations: Brushed stainless steel. b. Surface -mounted devices in interior locations: Galvanized steel. C. GFI receptacles In damp or exterior locations: Wet location while -in -use clear cover, Leviton 5977-DCL or equivalent. SECTION 16050 PAGE 4 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 PART III - EXECUTION 3.01 RACEWAYS, FITTINGS AND BOXES A. GENERAL 1. Thoroughly clean, de -burr and mandrel conduit prior to installation of conductors. 2. Install a'/a" polyethylene pullrope in all empty conduits and identify per Section 16010: Basic Electrical Requirements. 3. Seal all conduit penetrations through non -rated assemblies with clear silicone caulking. Provide chrome escutcheon plates over seals at exposed conduit penetrations in interior finished locations. 4. Use UL-approved pulling lubricants as recommended by the cable manufacturer when installing conductors into conduit. Do not exceed Code conduit fill requirements. 5. Conduit bends and offsets shall not exceed 270 degrees for power and control wiring and 180 degrees for telcom wiring between pull points. Provide junction or pullboxes to maintain these maximum bends sum total. 6. Maintain 6" minimum separation between power/control and telcom conduit runs. Intersections between power/control and telcom conduits should be at a 90-degree angle. B. ABOVE -GRADE CONDUIT 1. Install conduit concealed within building structure wherever possible. Exposed conduit shall be installed to follow structural elements. 2. Group conduit runs wherever possible on steel channel attached to structure with anchors, beam clamps, lag bolts or threaded rod as appropriate. Install individual conduit runs with steel one -hole straps. Supports shall be no more than 10 feet on center and within 3 feet of each junction box or termination point. 3. Grouped conduit runs shall be neat, properly spaced and aligned parallel. 4. Make conduit bends without reducing the cross -sectional area of the conduit. 5. Securely fasten conduit fittings to ensure good electrical continuity along entire conduit path. 6. Provide fire stopping of conduit through fire -rated assemblies with UL listed materials methods per California Building Code Section 709.6. C. UNDERGROUND CONDUIT SECTION 16050 PAGE 5 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship Phase 1— Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 1. Install conduit runs a minimum of 24" below grade with sand bedding as detailed on the Drawings. Backfill and compact trenches to 90% density and remove trench soils from the project site. 2. Slope underground conduit to facilitate drainage to exterior locations. 3. Do not install conduit near or through grade beams, building footings or pads without approval from the Architect. Install underslab conduit beneath the slab's sand and gravel base. 4. Horizontal bending radii for underground conduit shall be 24" for conduit sizes up to 21/2" and 48" for larger conduit sizes. Vertical bending radii shall not be less than six times the conduit diameter. 5. Clean and seal conduit joints with approved compounds to be watertight. D. JUNCTION AND OUTLET BOXES Provide UL listed fire stopping materials and methods for installation of boxes greater than 16 square inches, or multiple boxes installed in more than 100 square feet of fire -rated assemblies. 2. Do not install back-to-back flush junction and outlet boxes in the same stud cavity. Where this is not practical, provide UL listed fire stopping materials and methods for fire -rated assemblies and sound -proofing outlet box pads for non fire -rated assemblies. E. 600 VOLT CONDUCTORS, SPLICES AND CONNECTORS Pull conductors using only approved grips, maximum pulling tensions and bending radii as recommended by the cable and conduit manufacturer. Use nylon or equivalent pulling grips in non-metallic conduit. 2. Make connections such that all conductor strands are contained within the splice or connection and such that no strain is put on the conductors. Provide color -coding of phase, neutral and ground conductors with conductor insulation color or colored Scotch #35 vinyl tape at each termination and junction point per the following table: 480V 3PH 3W 480Y/277V 3PH 4W 240/120V 1PH 3W 20BY/120V 3PH 4W 208V 3PH 3W 240/120V 3PH 4W * stinger leg Phase A brown black black Phase B oran a red orange* Phase c yellow blue blue Neutral white or gray Ground green Isolated Ground green with yellow stripes 4. Neatly train and arrange wiring in panels, switchboards and terminal cabinets with approved tie -wraps. SECTION 16050 PAGE 6 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 WIRING DEVICES Terminate conductors onto device screw -terminals; do not "back -wire" devices. 2. Install all duplex receptacles with the ground terminal "down", in order to match industry preferences and pre -manufactured angled plugs. 3.02 INSTALLATION OF RACEWAY AND CONDUCTORS A. GENERAL The electrical drawings indicate locations and quantities of lighting fixtures, electrical distribution equipment, wiring devices, mechanical and other special equipment, signal and telecommunications equipment and devices. The electrical drawings do not indicate all sizes, quantities and routing of raceways and conductors. Prior to installation, sizes and routings shall be carefully planned and coordinated with other trades according to the Drawings, the California Electrical Code and the following criteria: a. POWER SYSTEM CONDUCTORS All power conductors shall be fully enclosed in raceways as described in this Section and separated from all signal and telecommunications wiring. ii. Power feeders consisting of conductors #8 and larger shall be installed in their own dedicated conduit raceway. iii. Branch -circuits originating from the same panelboard consisting of #12 and/or #10 conductors may be installed together in common raceways. Up to four circuits from a single panelboard with Code -sized ground and neutral conductors may be installed in the same Code -sized raceway. b. LOW -VOLTAGE CONDUCTORS AND CABLING All low -voltage cabling shall be installed in raceways as described in this Section and separated from all power wiring. Fire alarm conductors shall be installed in complete, continuous raceways entirely separate from all power and other low -voltage conductors. iii. All low -voltage cabling other than fire alarm may be installed together in common conduit raceways that terminate in a single outlet box (i.e., data and telephone, data/telephone and TV). C. RACEWAYS Raceways shall be completely concealed in new finished areas (i.e., classrooms, offices, restrooms). SECTION 16050 PAGE 7 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 Conduit raceways for cables transitioning to cable tray shall be stubbed to within 6" laterally of the tray, and within 6" of the top of the tray. Install plastic bushings at all conduit stubouts. iii. Surface -mounted non-metallic raceways shall be used for branch -circuit conductors only where devices are to be installed on existing structures to remain. Minimize the length of these surface raceways. Surface raceways should normally only consist of vertical drops from the accessible ceiling space down to the outlet; horizontal runs shall only be used where adjacent outlets are located within 96" of a vertical drop. Vertical raceways should be located to minimize their aesthetic impact (i.e., close to corners, away from markerboards, etc.). iv. Surface -mounted raceways shall be permanently anchored to wall assemblies and routed to follow architectural elements. Provide blocking for raceways to provide clean transition over moldings and other similar uneven transitions. 3. As -built drawings of the project required in other Sections of these Specifications shall include all installed conduit and conductor sizes, quantities and routings. END OF SECTION Pie and path: NAPrpJeasU007U007541 New We Ordsdan Fell Church\DpcsVqpeo\I6050 &SIC ELECTRICAL MATERIALSS MD METIODS.dtx print date: Seplwter 11, 7007 SECTION 16050 PAGE 8 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 16500 — LIGHTING PART I —GENERAL 1.01 WORK INCLUDED A. Lighting fixtures, lamps and ballasts B. Supports, bases and suspension systems C. Automatic lighting controls D. Low -voltage relay lighting control system E. Dimming lighting control systems 1.02 RELATED WORK A. Section 16050: Basic Electrical Materials and Methods 1.03 SUBMITTALS A. Provide submittals for the following materials and equipment in accordance with Section 16010: Basic Electrical Requirements. 1. Lighting fixtures, lamps and ballasts 2. Low -voltage relay system: Provide shop drawings including riser diagrams, schedules and cut sheets. 3. Dimming control systems: Provide shop drawings including riser diagrams, schedules and cut sheets. PART II — PRODUCTS 2.01 LIGHTING FIXTURES A. Provide fully installed and lamped fixtures and accessories as scheduled on the Drawings. Where colors and finishes are not clearly noted on the Fixture Schedule, verify these items with the Architect and provide color or finish samples if requested. B. Wet location fixtures shall be weatherproof and installed per manufacturer's instructions to maintain weatherproof seal. Provide additional clear silicone caulking between fixture backing and structure and at threaded hubs. C. Fixture diffusers shall be manufactured to comply with fire and smoke rating requirements of CBC 5209. 2.02 LAMPS A. Verify the proper lamp type for each fixture with the manufacturer. B. Lamps shall be equivalent to Osram, General Electric or Philips. C. Provide lamps from the same manufacturer for any one type of lamp in the Project unless otherwise noted. D. INCANDESCENT LAMPS SECTION 16500 PAGE 1 OF 7 LIGHTING New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 1. Provide 130-volt extended life lamps equivalent as scheduled on the Drawings. Type'A' lamps shall be inside -frosted unless otherwise noted. E. LOW VOLTAGE LAMPS 1. Provide low -voltage lamps in size and beam spread as scheduled on the Drawings. F. LINEAR FLUORESCENT LAMPS 1. Provide fluorescent lamps in lengths, lamp color, and color rendering (CRI) as scheduled on the Drawings, and with the proper pin configuration to match the light fixtures. Four foot lamps shall have minimum 3100 lumens. Acceptable lamp manufacturers and models: a. GE Starcoat HL 3100 lumens low mercury b. Sylvania Octron XPS Ecologic 3100 lumens low mercury C. Phillips Alto Advantage 3100 lumens low mercury 2. Linear fluorescent lamps shall be designed to pass FEDERAL TCLP tests and comply with EPACT disposal requirements. 3. Linear fluorescent lamps used in dimmed circuits shall be manufactured by Osram or General Electric only. 4. Provide clear plastic slip -over lamp guards for open bottom fixtures in electrical rooms, mechanical rooms, janitor rooms, etc. G. COMPACT FLUORESCENT LAMPS Provide compact fluorescent lamps in lamp color as scheduled on the Drawings, and with the proper pin configuration to match the light fixtures. HIGH INTENSITY DISCHARGE (HID) LAMPS 1. HID lamps shall be from the same manufacturer and batch to provide color similarity. Lamps with dissimilar operating color shall be replaced at no cost to the Owner. 2. Metal Halide (MH) and High -Pressure Sodium (HPS) lamps shall be clear, unless otherwise noted. 3. HID lamps in open fixtures shall be self -extinguishing upon failure of the lamp enclosure. 2.03 BALLASTS A. Ballasts shall be equivalent to Magnetek, Universal or Advance unless otherwise noted. B. Provide ballasts from the same manufacturer for any one type of fixture in the Project unless otherwise noted. SECTION 16500 PAGE 2 OF 7 LIGHTING New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 C. Ballasts shall be UL-listed, shall not contain PCB's, shall carry a five-year warranty, and shall be listed with the California Energy Commission where applicable. D. LINEAR FLUORESCENT BALLASTS 1. GE Ultra Max L which has a ballast factor of 0.77 a. 1 Lamp — Product Code: 49706 Description: GE-132-MAX-L/Ultra 25w b. 2 Lamp — Product Code:49707 Description:GE-232-MAX-L/Ultra 48w c. 3 Lamp — Product Code:49708 Description:GE-332-MAX-L/Ultra 72w d. 4 Lamp — Product Code:49709 Description:GE-432-MAX-L/Ultra 96w 2. Advance Optanium " LW" which has a Ballast factor of 0.78 a. 2 Lamp — Catalog #: Volt-2P32-LW-SC Volt: ROP-120v VOP-277v 48w b. 3 Lamp — Catalog #: Volt-3P32-LW-SC Volt: ROP-120v VOP-277v 73w c. 4 Lamp — Catalog #: Volt-4P32-LW-SC Volt: ROP-120v VOP-277v 96w 3. Sylvania Octron "Xtreme" which has a Ballast factor of 0.74 a. 1 Lamp — Ordering Abbreviation: QTP1X32T8/UNVPSX 25w b. 2 Lamp — Ordering Abbreviation: QTP2X32T8/UNVPSX 49w c. 3 Lamp — Ordering Abbreviation: QTP3X32T8/UNVPSX 72w d. 4 Lamp — Ordering Abbreviation: QTP4X32T8/UNVPSX 94w 4. Universal Triad "EL" which has a Ballast factor of 0.78 a. 2 Lamp — Model #: B2321yyyEL Voltage yyy — 120 or 270 48w b. 3 Lamp — Model #: B3321yyyEL Voltage yyy — 120 or 270 71w c. 4 Lamp — Model #: B4321yyyEL Voltage yyy — 120 or 270 95w E. COMPACT FLUORESCENT BALLASTS 1. Provide energy -saving rapid -start ballasts for compact fluorescent fixtures with the following minimum characteristics: a. Total harmonic distortion (THD): s20% b. Ballast factor: z0.88 C. CBM-certified sound rating — "A" 2. Provide electronic dimming ballasts for fluorescent fixtures as scheduled on the Drawings. Ballasts shall be Lutron "Hi-Lume" FDB series with the following minimum dimming ranges: a. Linear fluorescent: 100% - 1% b. Compact fluorescent: 100% - 5% HID BALLASTS 1. HID ballasts shall be high power factor with constant -wattage autotransformer. 2. HID ballasts shall be provided by the fixture manufacturer and shall be listed for the fixture type and location as applicable. SECTION 16500 PAGE 3 OF 7 LIGHTING New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 3. Provide HID ballasts with one or more of the following special features where specified on the Drawings: a. Remote ballast — provide ballast enclosure b. Potted core and coil for quiet operation C. Two -level dimming d. Pulse starting 2.04 BATTERY -BACKED EMERGENCY LIGHTING A. EXIT SIGNS AND EMERGENCY LIGHTING UNITS All exit signs and emergency lighting units shall have factory -installed and sealed nickel -cadmium batteries which power the units at a minimum of 90% of full wattage for no less than 90 minutes. Battery packs shall be warranted for a minimum of 3 years. 2. Provide protective cages for exit signs and emergency lights that are installed in damaged prone areas including gymnasiums, locker rooms and multi -purpose rooms as manufactured by STI or equivalent, telephone 800-888-4784. Cage shall be sized appropriately for the specified exit and emergency light. Oversized cages are not acceptable. B. EMERGENCY BALLASTS 1. Provide emergency ballasts equivalent to Bodine with integral nickel -cadmium batteries that provide the fixture no less than 90 minutes of operation at reduced lumen output: a. F32T8 and 4-pin T5 lamps: #B33 b. F17T8, F25TB and 4-pin compact fluorescent lamps: #B30 C. 2-pin compact fluorescent lamps: #B426 2. Emergency ballasts shall have a life expectancy of 7-10 years and shall be fully warranted (not pro-rata) for five years (#B33 and #B30) or 2 years (#B426) as applicable. 2.05 LIGHTING CONTROL SYSTEMS A. LOW -VOLTAGE RELAY LIGHTING CONTROL SYSTEM Provide a microprocessor -based, fully programmable low voltage switching system, consisting of an intelligent relay panel, integral astronomical time clock, programmable system switches, low voltage switches, photoelectric switches and associated wiring and accessories. Provide a system as manufactured by Wattstopper (as specified herein and/or on the Drawings) or equivalent. 2. The system shall consist of timer control of building areas noted and local over- ride switches. Exterior lighting, where noted, shall be controlled via automatic input from photoelectric switch and/or integral time clock. Interior lighting, where noted, shall be controlled via local switches and automatic input from integral time clock. SECTION 16500 PAGE 4 OF 7 LIGHTING New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 L•� The relay control system shall be completely factory -preprogrammed and factory -tested. Systems specified with a modem shall be provided with free lifetime factory dial -up programming. 4. Lighting Control Relay Panels: as scheduled on the Drawings. a. Panels shall be ETL listed to UL Standard 916 and shall include steel barriers for high and low voltage and/or normal and emergency power. b. Incandescent fixtures shall be controlled by "Soft -Start" relays as noted. C. The relay control panel shall provide positive indication and manual control of each relay. Relay control cards shall use permanent non- volatile memory. d. The master relay panel shall include a 32-channel 365-day astronomical time clock with Flick warning, after-hours timer bypass and related programming features, and a real-time RS-232 interface. e. The numbered relays in the panel shall be wired and programmed to control the power to each load as indicated on the low voltage relay schedules included on the Drawings. f. All power wiring shall be identified with the number of the relay controlling it at the load. 5. Switches and other accessories: as scheduled on the Drawings. a. All devices shall be on the relay system RS-485 network bus. b. Switches may be assigned to control any relay(s) in any panel(s) on the system. Switches shall be permanently addressed rather than be programmable via DIP -switches. Switch electronics shall be completely sealed in damp, wet or other unconditioned environments as noted. Switches shall be engraved with the name of the load controlled as specified on the Drawings. C. Photoelectric switches on the system shall provide 14 trip points and be programmable from the relay panel rather than be programmable via set -screws on the photocell. DIMMING LIGHTING CONTROL SYSTEMS 1. Provide microprocessor -based, fully programmable dimming systems, consisting of dimming system panels (DSx), low -voltage scene preset switches (DPx), power boosting interfaces and associated required wiring and accessories. Provide Grafik-Eye 3000-series systems as manufactured by Lutron as specified on the Drawings. 2. The system shall be completely factory -tested, field -programmed, and shall include engraved or silkscreened labeling on all controls per the Architect's direction. SECTION 16500 PAGE 5 OF 7 LIGHTING New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 PART III — EXECUTION 3.01 LIGHTING FIXTURES A. Verify the exact fixture locations with the architectural reflected ceiling plans, elevations and floorplans. B. Verify the exact ceiling types and conditions in the field and provide fixtures with the appropriate frames, flanges, fittings and accessories for proper installation. C. Install fixtures with supports and suspension systems per Code requirements, as recommended by the manufacturer and as detailed on the Drawings. Do not support fixtures from suspended ceiling grids, ductwork, piping, etc. D. Maintain required fire and plenum ratings of ceilings and assemblies with approved fire - rated fixture enclosures and/or approved materials. E. Fixtures shall be installed plumb and level with structure and with each other without distortion and light leaks. Clean fixture housings prior to Project Closeout. F. Install lighting fixtures in electrical rooms, mechanical rooms and similar areas to avoid conflicts with exposed conduit, ductwork, piping, etc., and to provide reasonably uniform lighting in these work areas. G. Suspended fixtures shall be installed to allow 45 degrees swing movement free of obstruction. H. Provide touch-up painting to repair small scratches or marring of fixtures. Obtain paint from fixture manufacturer. I. Fixtures that are damaged prior to project closeout and wet location fixtures that are penetrated by water in the warranty period shall be replaced at no cost to the Owner. 3.02 LAMPS A. Prior to project closeout, provide a lamp burn -in for all fluorescent lamps for 100 consecutive hours, and all other lamp types for 48 consecutive hours. Replace any lamps that do not burn properly. B. Provide spare lamps in a quantity equal to 10% (minimum 1 lamp) of the installed quantity of each lamp type. Provide these lamps in their original protective storage carton in a location designated by the Owner. 3.03 BALLASTS A. Replace objectionably noisy ballasts at no cost to the Owner. B. Verify proper operation of emergency ballasts and replace those that do not operate at the specified output. SECTION 16500 PAGE 6 OF 7 LIGHTING New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 3.04 LIGHTING SYSTEMS A. Obtain the services of factory -authorized technicians to supervise the installation of the systems and to make final controls connections at the panels. Provide technician - conducted testing of the system components and operation and initial programming, testing and user training. User training shall consist of four hours of on -site training of Owner -designated personnel. B. Provide necessary cabling, connections and programming for a complete and functioning lighting automation system. All relays, switches and sensors shall be tested after installation to confirm proper operation and the loads recorded on the directory card in each panel. C. Provide three copies of an operations and maintenance manual for the Owner's use. END OF SECTION Me and path: H:\P,0Jects\3007\2007541 New We Gnris0an Fell Church\D=%SWM\16500 LIGFMNG.dm print date: September 11, 3007 SECTION 16500 PAGE 7 OF 7 LIGHTING o o_ 3 N v LL J (C! O J O o C O O y E N N O J W W y � � LL X X M M U U' 0 0 0 0 0 0 Mo �O rw rw '-gym —raJ WQZ XQZ CL Qpw �02 �w �02 E J UQ.J UQ.J Lo U) U U 5 3 a07 LL LL a Er 0 UW �w a g g W E Z r r J J J O m of W 3, ca cD 2 U a C M N � a a m Z D E �. .... J N SiN3W3AOHdW1 JNimin8 - 4 3SHHd dIHSMO-M=l NVUSNHO 3AI-I M3N C_ � Q j Z Q c m _a Z w c o 0 k ACi M w Q Ci I O E + N w J N O Z Q C— a Q 0 0 fn o LL o Z O Z N o tM O 0- _ a m �U am 0(n NQ 0 Ight Fimure Schedule.As LIGHT FIXTURE SCHEDULE LAMPS WATTS / TYPE MANUFACTURER AND MODEL DESCRIPTION TYPE CITY VOLTAGE FIXTURE Al OMEGA B"DU X 17 1/4-H, SURFACE MOUNT INCANDESCENT CYLINDER OM8250PAR38SC-CSSFF BK DOWNLIGHT WITH CLEAR SEMI SPECULAR REFLECTOR, BLACK 250PAR38 l 120 250 ALUMINUM HOUSING BI OMEGA 6" DIA X 11 318" D, RECESSED INCANDESCENT DOWNLIGHT WTRI S6PAR3D T6CSS SEMI SPECULAR REFLECTOR, WHITE TRIM RING, VERTICALLY 75PAR30 t 120 75 MOUNTED REFLECTOR LAMP, NON I.C. RATED LONG NECK Cl TO BE DETERMINED AND SELECTED BY WALL MOUNTED, INCANDESCENT DECORATIVE FDRORE 120 60 ARCHITECT/ OWNER DI TO BE DETERMINED AND SELECTED BY TRACK LIGHT 120 180 ARCHITECT( OWNER FAI SIMPER 36"DIA X 42' OVERALL SUSPENSION FROM CEILING, 499-36-CFU6/4012OV FINISH-QPB 42 DECORATIVE COMPACT fl UORESCENT PENDANT WITH CF1.40 6 12D 204 LUMINOUS ACRYLIC BOWL SUSPENDED FROM FOUR RADIALLY MOUNTED STEMS FA2 SHAPER 6' 6' OVERALL DIA X 42' OVERALL SUSPENSION FROM CEILING, 499 20 CFL/4/32-I20V-FINISH TS548 42 DECORATIVE COMPACT FLUORESCENT PENDANT WITH FOUR CFL32 16 120 608 LUMINOUS ACRYLIC BOWLS SUSPENDED FROM FOUR RADIALLY MOUNTED CABLES AND THREE CENTER STEMS FBI OMEGA 8' DLA X 6 3/4- 0, RECESSED COMPACT FLUORESCENT S811132PLTU TBIIICSS DOWNUGHT WITH CLEAR SEMI 5PECULAR REFLECTOR, WIIRE 32PLT 1 120 35 TRIM RING, HORIZONTAL MOUNTED LAMP, NON I.C. RAT E❑ F112 OMEGA 8" DIA X 6 3/4" D, RECESSED COMPACT FI tIORFSCENT SBIH32PLTU-T8tHCSDCPL DOWNLIGITT, WET LOCATION TRIM WIRH TEMPERED GLASS 32PLT 1 120 35 LENS AND CLEAR SPECULAR DEEP CONE REFLECTOR, WHITE TRIM RING, HORIZONTAL MOUNTED LAMP, NON I.C. RATED FB3 NOT USED F84 OMEGA 8- DIA X 6 3/4' D, RECESSED COMPACT FLUORESCENT 582H32PLTU T0211PLTWWCSS WALLWASH WITH CLEAR SEMI SPECULAR REFLECTOR, WHITE 32PLT 2 120 69 TRIM RING, HORIZONTAL MOUNTED LAMPS, NON I.C. RATED FES OMEGA 8" DIA X 6 3/4- D, RECESSED COMPACT FLUORESCENT 582H32PLTU4B2HPLTCSS DOWNUGHT WITH CLEAR SEMI SPECULAR REFLECTOR, WHITE 32PLT 2 120 69 TRIM RING, HORIZONTAL MOUNTED LAMPS, NON I.C. RATED FC7 DAY BRTTE 4O-L X 4 112`W X 5'D, SURFACE MOUNT FLUORESECENT HDSl28-120 EB CG 4 STRIPLIGHT, MULTI STAGE PI IOSPHATE TREATED HOUSING, F28T5 1 120 34 PROTECTED TOMBSTONES, WHITE POWDER COAT, I CAMP CROSS SECTION, WHITE WIREGAURO FC2 NOT USED FC3 WILLIAMS 8' 0%X 6 1/8"W X 3 1/4"D, SUSPENDED FLUORESCENT #84 8 428155 UL-WGI I E9212-120 MOD INDUSTRIAL STRIPLIGIR, WRIT SYMETRICAL REFLECTORS, F28T5 4 120 124 WHITE FINISHES PAINTED AFTER FABRICATION, 2 LAMP CROSS SECTION, UPLIGHT COMPONENT, WIRE WIREGIIARD PROVIDE DUAL SWITCHING BALLASTS, LAMPS TO BE SWITCHED IN ROWS FC4 WILLIAMS 4' 0%X 6 118-W X 3 1/4"D, SUSPENDED FLUORESCENT K84-4-22BTSS UL-WGII-EB2 120 INDUSTRIAL STRIPLIGIR, WITH SYMETRICAL REFLECTORS, F28T5 2 120 62 WARE FINISHES PAINTED AFTER FABRICATION, 2 LAMP CROSS SECTION, UPLIGHT COMPONENT, WHITE WIREGUARD BRUTE 4'-O"L X 4 112"W X 5'D, SURFACE MOUNT FLUORESECENT 28120-1/2 EB CG-4 STRIPLIGHT,MULTI STAGE PHOSPHATE TREATED HOUSING, F28T5 2 120 62 PROTECTED TOMBSTONES, WHITE POWDER COAT, 2 LAMP CROSS SECTION, WHITE WIREGAURD JFDIWILLILAMS 2' 0"L X 2'0"W X 4 1/2"D, FLUORESCENT TROFFER WITH A X12 22-214TSS FA12125-EBZ-120 PRISMATIC DIFFUSER IN AN EXTRUDED FLAT WHITE F14T5 2 120 32 ALUMINUM GASXETED DOOR FRAME, PAINTED AFTER FABRICATION, 2 CAMP CROSS SECTION FD2 WILLIAMS 4' O"L X 2' 0"W X 4 1/2-D, FLUORESCENT TROFFER WITH A K12 SOG-S24 228T55-FAI2125-EB2-120 PRISMATIC DIFFUSER IN AN EXTRUDED FLAT WHITE F28T5 2 120 62 ALUMINUM GASKETED DOOR FRAME, PAINTED AFTER FABRICATION, 2 LAMP CROSS SECTION FD3 WILLIAMS 4' 0"L X 2' D"W X 4 1/2"D, FLUORESCENTTROFFER WRII A Ill SOG S24 328T55 FA12125-EB2/1-120 PRISMATIC DIFFUSER IN AN EXTRUDED FLAT WHITE F28T5 3 120 93 ALUMINUM GASKETED DOOR FRAME, PAINTED AFTER FABRICATION, 3 LAMP CROSS SECTION FEI WILLIAMS 4' D-L X 8 112"W X 3.0, SURFACE MOUNT FLUORESCENT WRAP ASMS 4-I28TSS A-EBI-120 WITH RIBBED ACRYLIC DIFFUSER, ALUMINUM HOUSING, F281S 1 120 34 DIECAST END CAPS, 1 LAMP CROSS SECTION FE2 WILLIAMS 8' 0"L X 8 1/2-W X 3-0, SURFACE MOUNT FLUORESCENT WRAP ASMS 8 428T5S A-EB4 120 WITH RIBBED ACRYLIC DIFFUSER, ALUMINUM HOUSING, F28TS 4 120 124 DIECSI END CAPS, 2 LAMP CROSS SECTION FE3 WILLIAMS 8'-01 X B 1/2'W X 3'D, SURFACE MOUNT FLUORESCENT WRAP ASMS 8-22MS A EBZ-120 WITH RIBBED ACRYLIC DIFFUSER, ALUMINUM HOUSING, F28T5 2 120 62 DIECAST END CAPS, 1 CAMP CROSS SECTION FFI IUMINAIRE 8.75"1X27.74"Wv4"D VANDAL RESISTANT WALL PACK, POLY- FITrB 2 120 33 DLVB24.60E-217-ELECT-120 CP X WET CARBONATE LENS, HORIZONTAL RANDS, SILICONE AND NEOPRENE GASKETED, WET LOCATION RATED, COLOR TO BE SELECTED BY ARCH TIER MHI DAY BRITE 28' DIA X 23"H, METAL. HALIDE BOX MOUNT DOWNLIGIR' LBN400MMT WGBRA/CRA WITH DIE CAST ALUMINUM HOUSING, CAGED DIRER LIGHTING, 4DOW 1 120 461 WHITE POLYESTER POWDER COATED ALUMINUM REFLECTOR, METAL WHITE FINISH HALIDE MHz GARDCO 22"LONG X 13 1/2" WIDE SLEEK PROFILE POIE MOUNTED 175W 1 220 210 GULLWING SINGLE FIXTURE WRIT ONE PIECE DIECASI ALUMINUM METAL •G 13-13KL-175MH 120-XXX HOUSING, SHARP TYPE 3 CUTOFF OPTICS, COLOR BY HALIDE POLE 9 ARCHITECT, WITH 20' POLE MH3 GAROCO 22"1ONG X 13 1/2' WIDE SLEEK PROFILE POLE MOUNTED 175W 2 120 420 GULLWING TWIN FUTURE WITH ONE-PIECE DIECAST ALUMINUM METAL KG 13-2-3XL-I25MIF 120-)CO( HOUSING, SHARP TYPE 3 CUTOFF OPTICS, COLOR BY HALIDE POLE X ARCHITECT, WITH 20' POLE EMI MCPHILBEN 13 1/4%X 6 3/8'W X 5 1/2"D, UNIVERSAL MOUNT HALOGEN CAXR6L24W6 EMERGENCY LIGHT FDOURE WTIH DUAL HEADS, HIGH IMPACT MR16 2 120 THERMOPUSRC HOUSING, WHITE FINISHES, W/ BATT PACK F1.3 EXI MCPHILBEN 12 5/8"W X B 3/40H X 1 5/8`D, SELF CONTAINED UNVERSALLY CXXL 3-G-W MOUNTED (KIT SIGN WITH SELF TESTING 90 MINUTE HICd LED N/A 120 2 BATTIERY, ABS THERMOPLASTIC WHITE HOUSING, GREEN LETTERING, DOUBLE FACED EX2 MCPHILBEN 13 3/4'W X 12'H X 2"D, UNIVERSAL MOUNT COMBINATION mix -is JGW LED/MRII LAMP EXIT/ EMERGENCY LIGHT WRIT SINGLE FACE, LED/MRII 2 120 12 HIGH IMPACT ABS FUME RETARDANT THERMOPLASTIC HOUSING WITH WHITE FRAME, WITH BATT PACK NOTE: CONTRACTOR TO DETERMINE MOUNTING BARS ON RECESSED DOWNLIGHTS ITS IFB5.BN TO MOUNT TO SUSPENDED CEILING OR NEW CONSTRUCTION FRAME WORK Pa9R I HAPloiacts\2007t200754l New LIIR Chdslia0 Fall Ohluch\Oata\LI9hl Fhturo Schedule. HY /} RC-VE-:LA AT IOI-I REV. 06/04 ` O M 8 2 0 0 A 2 3 P C SPEC SHEET N RV7-48 8" Incandescent Cylinder CAT NO: TYPE: PROJECT: a," PRODUCT INFORMATION Applications SURFACE WAIL PENDANT A low brightness small profile cylinder for use will, PAR lamps. Provides broad uniform light distribution with high efficiency for general illumination of areas such as lobbies, reception areas, schools, restaurants, hotels and offices. Specifications 1. Housing - Aluminum cylinder with cost aluminum by and bottom ring on pendant and wall units. 2. Installation - Top plate assembly mounts directly to outlet box (by others). Anchor holes are provided. Socket is mounted to op plate and is accessible far servicing by removal of screws secured to housing. Junction box with 3/81PS stud required. 3. Reflectors - Precision spun .050 aluminum one pine reflector, self flanged with clear spear - lot low iridescent finish. The reflector is Screw mounted for positie attachment to the socket cssaobly. Polished flange matches reflector finish. 4. Baffle - Precision machined .051 aluminum with deep grooves to eliminate aperture glans, anodized mare black or mains white finish. Standard Range is painted black. 5. Aligning Canopy - Die Cast aluminum free mwirg and self aligning outlet box cover. Attaches to 3 1 /4' or 4' octagon outlet box (by others). Allows for up o 45" adjusobiliy for use with sloped Ceilings or seismic requirements. Add AC2 for two aligning Canopies -one mounted to outlet box, and one mounted to b- ore. 6. U.I- Listed - For use in damp locations and approved for Through Branch Circuit Wiring. I.B.E.W. union made. } Canadian Specifications may wry from these shown, Consult C .no dinn DMsicm I 91• 1577mm1 T— IAI/d• Id7Bmg1 I —min, RI/A' p3S.A 59/16- Ild7mml R Islmml CATALOG SYSTEM AND OPTIONS EXAMPLE OF COMPLETE CATALOG NUMBER: OM620OA23PC-CSFF OMEGA Lamp Product Reflector Reflector Frame Aptr (by others) Family Option Finish' Option OMB 200 A23 SC Surface Cylinder BB CSFF Clear Specula, AC2 ISO A21 WC Wall Cylinder Black Baffle CSSFF Clear Semi -Specula, 2 Aligning 30D PS25 PC Pendant Cylinder" HZFF Haze Canopies 250 PAR38 GSFF Champogne Gold Speculor PWFF Pewter Finish FIVE YFAJ2 Wa1TalCY 'Consult factory for other finishes. "Stem length is 22". Consult factory for other lengths. 0 m E 9 ) OMEGA LIGHTING: CANADIAN DIVISION: T26 Savor Grwn St.. Tupla, MS 388U 189 B01.k Dri.e, Markham, Oniorm. Conado OF 1 W4 amcgallghring.cem S I C H T I N c Phone "2.642.7212 FAX 662.841.5501 Phaa. 905.294.9570 FAX 800.268.0003 REV. 06/04 SPEC SHEET P RV7-48 REVS-LAT101',1 OM8200A23-CS DISTRIBUTION CURVE COEFFICIENTS" Photometric Data ZONAL CAVITY METHOD Elect- Fes, ri.,,, ReRenanru 0.20 DEW" .1P- Ai w' o sEas RC e0 70 50 Clear Specular Reflector LIGHTING 90 0 0 RW 50 30 50 30 50 30 Report Number: 20837 DATA 8$ 0 D D 0 86 86 BA Bd 81 81 Lamp: 111 200W A23 Inside Frost rrPERFORMANCE mU,,. ee111,r Prl wrna:aF. «I 75 2 2 70 170 1 2 01 79 75 71 79 78 73 70 77 75 71 69 65 9 7 Total lumens: 3800 8 78.0 7 5 55 18 16 267 3 69 66 68 66 67 6A Fixture Efficiency: 73.3% 10 d1.9 10-2 45 192 212 2571 4 65 60 65 60 63 59 IES File: F20837.IE5 11 26.1 1110 35 1044 1093 5 6 60 56 56 53 59 56 56 53 58 56 56 52 S/MH Ratio = I.1, 1.1 14 ve 15-7 1. 25 1976 1969 7 54 dB 53 48 52 dB Beam Angle 68.23 15 2620 2928 8 51 46 50 46 AS d6 g I6 11.9 18-A 5 2325 2917 9 d7 42 A6 42 46 d2 0 2358 2358 10 1 AS 40 I 45 40 I 44 AD OM820OA23BB-CS Photometric Data DISTRIBUTION CURVE COEFFFFICIIE CT VOF UTITYEIHOTION ¢taus eP'EO- Ara 11n7 E6 .. Fkxv e,.;h ee kee .0.20 '45as RC 80 70 so Clear Specular Reflector LIGHTING „ ei 90 0 0 RW 50 30 50 30 50 30 with Black Baffle PERFORMANCE DATA 65 0 0 0 0 75 75 73 73 69 69 caw w ,erAn wPw s-..ne, 75 7 A 655 1 69 68 68 67 66 65 Report Number 20845 1n.1 ,00,wolo ula"I 65 27 21 1788 2 65 61 6d 60 61 59 Lamp: (1) 20OW A23 Inside Frost 8 72.3 68 55 38 36 1989 3 59 56 59 56 5d 52 Total Lumens: 3800 10 38.9 92 d5 Id8 125 5953 A 56 53 56 53 5A 52 35 762 B74 5 53 AS 52 AS 51 47 Fixture Efficiency: = 63.2% 12 2d.7 77-7 6 50 46 48 A6 47 A5 IES File: F20845.IES Id 16.5 ]AD 25 1661 I5d7 7 46 42 46 42 46 d1 rr IS 2555 2727 B u do Ad d0 A2 40 S/MH Ratio = 1.0, 1.0 16 12.0 16-5 _-- 5 2255 2425 9 Al 38 40 38 d0 38 Beam Angle: 62.71 8 r-... 0 2186 2186 10 1 39 35 1 39 35 1 39 34 OM8250PAR38-CS DISTRIBUTION CURVE COEFFICIENTS UTILIZATION Photometric Data AL CAVITYMETHOD eAFaxw ERec6w F6., Caeih Wee.-0.20 VWB nio Ai ee w. S RC 80 70 50 Clear Specular Reflector - LIGHTING 90 0 0 RW 50 30 50 30 50 30 Spat PERFORMANCE DATA 85 0 0 0 0 105 105 102 102 97 97 rtn" ale- 75 0 0 0 1 98 97 96 95 93 93 Report Number: 21655 In' fOO1.I 65 0 0 0 2 94 92 93 97 90 89 Lamp: (11 250W PAR38/SP 8 609.1 1-7 55 3 3 d7 3 91 86 89 86 86 84 Total Lumens: 3370 10 327.6 2-2 45 21 16 235 4 86 83 BS 82 83 81 35 181 190 5 83 00 82 80 61 79 Fixture Efficiency: = 88% 12 204.1 210 6 81 n 80 77 79 76 IES File: F21655.IES IA 139.3 3.5 2s 1482 1222 7 78 75 78 73 77 73 ,r 15 5536 54BA 8 76 71 75 71 75 70 S/MH Ratio = 0.3, 0.3 16 101.1 3-12 5 1391012AII 9 72 69 72 69 71 68 Beam Angle: 16.75 -r. 0 18,12518,125 10 1 70 68 1 70 68 1 69 67 OM8250PAR38-CS Photometric Data DISTRIBUTION CURVE COEFFF UTILIZATION VFICIENTSSOYMETHOD c" 'A Hlec..e nee, Ca+h Fiction- 0.20 IZ4412 To .rw urrxels RC so 70 So Clear Specular Reflector - LIGHTING 90 0 0 RW 50 30 50 30 sD 30 Flood PERFORMANCE DATA 85 0 0 0 0 I2 112 I11 I I I 106 106 'e c wa" 'ml 7s o 0 0 o71os 1os103 105103 Report Number: 21654 'ear., Pr«i 65 0 0 0 2 10096 98 95 95 93 Lamp: (1) 250W PAR38/FL 8 2226 4.7 55 B 5 102 3 94 91 89 64 86 82 Total Lumens: 3370 10 119.7 6-3 45 58 d) 630 A 90 BA 89 84 86 82 35 378E 5 84 et 8d 80 82 79 Fixture Efficiency: 95.3% 12 7A.7-12 d 81 76 81 76 79 75 IES File: F21654.IE5 7e 50.9 98 " 25 1E6 9 2189 7 77 72 77 71 76 71 15 SOBS A794 8 73 6 72 6 71 68 S/MH Ratio = 0.8, 0.7 16 369 ll-d _ 5 6300 6098 9 70 666 69 666 68 65 Beam Angle: 45.51 en.e.e --1 0 673A 6734 10 1 68 63 67 63 67 61 'Readings at corking plane, 2'6" above floor. Beam Angle and Diameter Cutoff at 50% of man. To convert volues for oplionol reReclor colors, mulliply by: Candlepower Coefficients used at effective reflectances of. 70%Ceiling, 50% Wolh, 20% Fleor Gold .90 Bronze .82 Perot,, 67 Additional photometric test files are available @ omegalighling.com a OMEGA LIGHTING: O m EE CANADIAN DIVISION: 9 776 Sauth Green St., Iupe1P, MS ]BBOa 189 eullaek Drive. Markham, Oneario, Canada QP IW4 11 G H 7 1 N G Phone 662.942.7212 FAX 662.841.5501 Phan. 905.294.9570 FAX R00.268.0003 r 61 S6PAR30/38 >�iWMNO-V R 3i 4"� TYPE: PROJECT: F6righ� T INFORMATION s en open reflector downhght for use with PAR30 or PAR38 amps. hwidm broad, uniform GgM disvibutian wish high geoeml illumination of areas such as lobbies, reception areas, ,rants, hotels and offices. Specifications 1. Mwmfing pan Precision diestompcd 20 gouge galvanized steel mounting - pan and yoke assembly Accommodates ceiling materials up to 3/6" Ihick, 2. Installation - Mounting pan has pre -installed universal mounting brackets with vertical adjustment. Junction box and mounting brackets are accessible from below ceilin�g9. For 30"C -channel hanger ban, specify o1030 accessory, ordered seporaMy. Far 27" Bat bar hangers. specify 01031 occessory, ordered separately. 3. ReBedon Precision spun .051 aluminum reflector, self flanged with clear speculor Alzak' finish. ReRector is screw mounted for positive attachment to socket assembly. Standard flat flange is painted white. Optional polished Range matching reflector finish available, add FF ro catalog number. A. Baffle - Precision machined .051 aluminum with deep grooves to eliminate aperture glare, anodized matte block or matte white finish. Stan- dord Rat Range is pointed white. Optional black flange available, add FF to catalog number. 5. Socket enclosure - Die cast aluminum heat sink, medium base 250V ,i porcelain socket with nickel -plated copper screw shell and 2000C wire positions lomp at apticol focal plane of reflector for maximum performance. 6. Junction boa - Large 32-cu6ic inch 16 gouge galvanized steel with snap an covers. Approved for through wiring with up to 8 #12 AWG conductors. 7. Therrrsal protection A thermal protection device which meek all U.L. and NEC requiremenh is standard. B. ILI listed For use in damp locations and approved for Through Branch Circuit Wiring. I.B.E.. union made. Canadian Spechwhons may vary from three shown, consult Canadian Division. t e' �— (152mm1 II' as/s• 41e-oinc -- B6Ema1 -- w.vsxxn 7.3/F' (187mm1 — CATALOG SYSTEM AND OPTIONS EXAMPLE OF COMPLETE CATALOG NUMBER. S6PAR30/38-T6CS SP. Lomp Reflector Reflector Reflectar .0 Aperture Size (by others) Series/Size Options Finish 56 PAR30 - T6 75W BB -Black Baffle CS - Clear Specular (low IR) PAR38 WB-White Baffle CSS - Clear Semi Specular 25OW HZ - Haze PI Pewter WT - Wheat FF-Finish Flange (add as suffix to color) �"�•'— Consult Factory for other reflector finishes CAPR110MEGA: CANADIAN DIVISION: O 776 South Green St., Tupelo, MS 38804 189 Bullock Drive, Morkham, Ontario. C000do L3P I W4 Phone 662.842.7212 FAX 642.841.5501 Phone 905.794.9570 FAX B00.269.0003 L I C H T I N G www.emepoliehtnR.sem A sx2-s i S6250PAR38-CS Photometric Data J �t" Clear Specular Reflector ucHnNG ;:.. Spot Lamp PERFORMANCE DAT4 Reporl Number: 21405 R 1pp10 Lamp: (I) 250W PAR38/NSP B 541.2 1.7 Total Lumens: 3370 10 2910 22 Fixture Efficiency: = 75.9% 12 181 a 29 IES File: F21405.IES 14 123.8 35 5/MH Ratio = 0.3, 0.3 16 89.8 3 12 Beam Angle: 16.71 A S67SPAR30-CS Photometric Data Clear Specular Reflector Report Number: 21659 Lamp: 1)75PAR30S/FLOOD Total Lumens: 1100 Fixture Efficiency: It 94.8% IES File: F21659.IES S/MH Ratio = 0.7 Beam Angle: 39.23 LIGH71NG PERFORMANCE DATA CFnNG xsun •oo� r 8 8 69.3 ..3 3 11 11 10 37.2 5 4 12 23.2 6 9 14 15.8 8 2 16 11.5 9 7 DISTRIBUTION CURVE COEFfIC1ENi50f UTILIZATION ZONAL CAVITY METHOD urcxu 1 Elirru.a Floor C-, 4rR.rmrcr 0 W aue[s a0 ea9 Iw 'ms RC 80 70 50 90 0 0 RW 50 30 50 30 50 30 B5 0 0 0 0 90 90 88 88 84 BA 75 0 0 0 1 85 B4 84 83 81 80 65 II 9 379 2 81 79 80 78 78 76 55 38 17 767 3 76 75 77 74 75 73 45 51 76 1437 4 74 71 74 71 72 70 35 272 254 5 72 68 71 68 70 67 25 12D7 758 6 69 66 68 65 67 65 7 67 63 66 63 65 63 15 4275 4146 B 64 61 64 61 63 61 _ 5 1177912651 9 63 59 62 59 62 59 --�.-.n 0 1637016370 10 1 61 58 1 60 57 60 57 DISTRIBUTION CURVE 1° COEFFICIENTS OF UTILIZATION ZONAL CAVITY METHOD Eflaila Flow C-,, W... 0. 20 - RC 80 70 50 900 0 RW 50 30 50 30 SO 30 85 0 0 0 0 112112 112112 110110 75 0 0 0 1 1OB106 104102 106104 1 1 65 0 0 0 2 1041D0 96 94 ID2 98 55 1 1 28 3 1009A 91 88 97 93 45 72 86 1788 4 95 91 65 82 94 90 1---1 35 64 67 5 93 85 81 79 91 85 25 3138 422 6 7 89 82 85 79 78 75 88 81 73 70 84 78 • 15 5 1593 1955 1572 1996 8 9 82 76 BD 72 70 66 81 75 68 65 79 71 0 2095 2095 10 1 78 69 1 66 63 1 77 69 _ u "'lddditiolwl photometric test files areamilable @ omep .p_ 0m.1 1 1EEqa OMEGA LIGHTING SllIiIio.6,1 38 CANADIAN DIVISIOIIN: '✓ 776 . 66h Grw 2121AX r M.B4IA5 189 .905. 94. 5 0 FAXm Onmdo, Ca L I G H T I N G "� _ PLena 667.847.IZ I7:'FAE:663iM It530 L, Phone 905.Z9d.9570 FA%800.708.0007 - www.R eORI ghhnB 4Rm ` a �'"F . DESCRIPTION 499 Direc0lndirect Pendant features a luminous bowl and is available in three diameters with multiple mounting options. SPECIFICATION FEATURES Material/Mounting Painted and plated cold rolled steel or natural aluminum. Optional Trim Ring. Matte white acrylic bowl. Single Stem Aircraft Cable (Standard): One 5/8" stem and three or four 3132" cables with a standard hang height of 24' (OA) for the 28" dia. , 32" (OA) for the 36" dia. and 40" (OA) for the 42" dia., minimum 20" (OA). Maximum overall hang height is 25' (OA). 8' to 25' stems are supplied in multiple sections. Contact factory for lengths above 25'. Finish Standard: Matte White WWI. Premium: Satin Chrome (SC), Polished Chrome(PC), Satin Brass ISM, Polished Bress(PB). Oxidized Brass (OBRS), Lacquered Satin Aluminum (SAL), Satin Copper (SCP), Polished Copper (PCP), Lacquered Satin Chrome (SCL), Natural Aluminum INA), Satin Nickel ISM, Polished Nickel (PN), Lacquered Satin Nickel (SNL) or Custom Color (CC). Optics Refer to www.shaperlighting.com for complete photometrics. ORDERING INFORMATION Sample Number: 49941.eFU9/50.277V-PCP = 1991 DinecNndlrect Bowl U. 28' 36, 42- Ballast Integral electronic HPF, multi -volt 120/277V (347V Canada), thermally protected with end -of -life circuitry to accommodate the specified lamp wattage. Lamp/Socket 28": Four (4) 26W or 32W (GX24q-3) 4-pin triple CFL lamps or three (3) 150W A-19 lamps. 36": Four (4) 27W (21311) or four (4) or six (6) 40W (21311) high lumen CFL lamps or six (6) 100W A-19 lamps. 42": Four (4) or eight (8) 40W or 50W 12GI1) high lumen CFL lamps or six (6) 150W A-21 lamps. CFL socket injection molded plastic. INC socket fired ceramic rated for 660W-250V. Lamps furnished by others. Installation Supplied with either a circle strap mounting canopy or bar strap that mounts to a 4" J-box or plaster ring. Integral safety cable provided. CFU41261 120V CFU41271 277W CFU4/321 34Ne CFU4/40e.s CFU4150e CFUN4Ur CFLAVAI a CFU9/50r INCJL15D1 INC/6/100A INC/6/15m Nmn: t Awaileble In ra'. 2 Areileble In 30'. 3 Avelleble in 42'. e Anileble NM CFL only. 5 fwa..JN10.I12m.. fi Car neup Ina lies., reveileble o0rlp^e. 7 Supplied or — in ---a Nor eveileble wan l SAC. 5JWAC or SJCPC. Specih up to AS'. Options Hand Painted Faux Alabaster Bowl (FB), Dimming Ballast (Except 27W CFL) - Contact factory for ballast options (DM), MRI Applications (INC only) - Contact factory, Trim Ring (TH), Sloped Ceiling Adaptor - (Ouad Pod, Single & Triple Stem, Multi -Bawls only) - Specify up to 45- ISCA), Downlight - Contact factory, Remote Emergency Battery - Supplied by others (REM), Cross Bands (CBD), Integral Emergency Battery (36' & 42") (IEM). Damp Location (DL): All Painted Finishes, Lacquered Satin Chrome (SCL) and Lacquered Satin Nickel (SNL) finishes only. Energy Star Rating. Consult Factory. Labels U.L. and C.U.L approved for indoor and damp location. See options for damp location finishing requirements. Modifications Shaper's skilled craftspeople with their depth of experience offer the designer the flexibility to modify standard pendant luminaires for project specific solutions. Contact the factory regarding scale options, unique finishes, mounting, additional materiels/colors, or decorative detailing. rich Option 5: Natural Aluminum is single stem Ipaerd 3Sz Th. Slam N: Made While ppg: Du.d-Pod w/ Demratiye Bells ..I. SJCAC: Aircraft Cable w/ Clear SJ Cord ;: Custom Color SJWAC• Alrcrah Cable w/While SJ Cord 1R5. Oxidized Brass TS520: Triple Stem Suspended Double Bowl I: Polished Brass TS530' Troia Stem Suspended Triple Bowl p: Polished Chrome TSS46' Triple Stem Suspended Four Bowl :p: boasted Copper CUP: Cross Bands LL: Lacquered Satin Aluminum DL• Damp Location Saun B.Aa DM: CFL Dimming Ballasts. e Satin Chrome IEM• Imagml EmergencyB hat-.r :L' Lacquered Satin Chrome REM' Remote Emergency Safety? :p: Satin Copper SCA: Sloped Ceiling Adaptere FB' Hand Painted Faux Alabaster Bowl TR' Trim Ring 499 SERIES Pendant Luminairs Direct/Indirect Bowl Wepenaten Height 24" (OA) - 26" dia. 32"ICA)-36 dia. 40"(OA) 42"die. Or Specify ClIll Lighting Specifications and Dimensions subject to change without notice. AD5o42746 www. ooperlighhngmm Consul, yev apnn.rut— or eddLl o Aa .x.rrn. end anode 11/2712006 4:37:00 PM 499 SERIES PENDANT LUMINAIRE 4" Standard 2a^ 28" e 5" 9 28" a 32" 35" TRIM RING (TR) & DOWNLIGHT OPTION 5" p 36" a TRIM OPTIONS 40' 42" /7\ CROSS BANDS (CBD) 5' p 42" a 00 0001211t Lighting Specifications and Dimensions subject to change without notice. ADSN2248 ww ,edlplhtl q cum Shaper U9htlnp • 1141 Madha Way South • Rkhmond, CA MSOa • ph 5102111 370 1 tax 519.234.2311 1IQ7MM6 4.37:50 PM 499 Suspension Options Single Stem (IS): 518" stem with a standard hang height of 24" CA), minimum 20' CA). Maximum overall hang height for one piece stem assembly is 8' (OA). 9to 30' (OA) stems are supplied in multiple sections. Supplied with a swivel canopy which will accommodate up to 45° adjustment. Three Stem (35). 316" stems with a standard height of 24' (OA), minimum 20" (OA). Maximum overall hang height for one piece stem assembly is 5' (OA). Lengths from 5' to 25 a 5l8" Collector Body (CB) will be provided. Contact factory for lengths above 25. Specify SCA for sloped ceilings up to 45°. Quad -Pod with Half Balls (QPB): 3l8' stem with a standard hang height of 24" OA), minimum 20" (OA). Maximum overall hang height is 8' OA). Decal half balls mounted to the bowl at stem locations. Contact factory for lengths above 8'. Specify SCA for sloped ceilings up to 456. Aircraft Cable with White SJ Cord (SJWAC): 3132" cables with a standard hang height of 24" (OA), minimum 18" DA). Maximum overall hang height is 25' (OA). Contact factory for lengths above 25. Optional SJ Cord in clear (SJCAC). 30' 30" 24' 24^ 28` e 5" o 499 SINGLE STEM 0S) 6" a 499 THREE STEM (3S) 499 QUAD POD WITH HALF BALLS(QPB) 8"e e 8" 499 AIRCRAFT CABLE WITH WHITE SJ CORD (SJWAC) COOPER Lighting Specifications and Dimensions subject to change without notice. ADSU2748 mvw.<oopenigmingmm Shope' Llghling • 11,11 Marina Wav South • Richmond. CA 94804 • ph 510.234.2370 • Iex 510 234 2371 1112712000 4:37:00 PM r Suspension options Triple Stem Suspended Double Bowl (TSS2B)'. Three 3/8' stems and lour cables with a standard hang height of 30' (CA). minimum. Maximum overall hang height for one piece stem assembly is 501 Lengths from 5' to 25' a 5/8' Collector Body (CS) will be provided. Contact factory for lengths above 25. Standard bowl stem length is 10". contact factory for custom lengths. Specify SCA for sloped ceilings up to 45`. Triple Stem Suspended Triple Bowl (TSS3B): Three 318' stems and tour cables with a standard hang height of 30' (DA), minimum. Maximum overall hang height for one piece stem assembly is 5' (DA). Lengths from 5' to 25' a 5/8' Collector Body (CB) will be provided. Contact factory for lengths above 25'. Standard bowl stem length is 10', contact factory for custom lengths. Specify SCA for sloped ceilings up to 45°. Triple Stem Suspended Four Bowl (TSS4B): Three 318" standard stems and tour cables with a standard hang height of 30" (OA), minimum. Maximum overall hang height for one piece stem assembly is 5' (OA). Lengths from 5'to 25' a 5/8' Collector Body (CEI) will be provided. Contact factory for lengths above 25'. Standard bowl stem length is 10'. contact factoy for custom lengths. Specify SCA for sloped ceilings up to 45°. Installation Multi -Bowl Pendants: Contractor to provide appropriate structural support for fixture weighl. Refer to instaffation drawings for details. Integral safety cable provided. 30' 6'-0-® 28" i BOWL 30" 30' 6.0" Q 2e" o BOWL TRIPLE STEM SUSPENDED DOUBLE BOWL (TSS25) 6'-6"Q20 aBOWL 15 is TRIPLE STEM SUSPENDED TRIPLE BOWL (TSP3B) TRIPLE STEM SUSPENDED FOUR BOWL (TSP4B) 00 COOPER Lighting Specifications and Dimensions subject to change without notice. ADSO42748 w cooperrghfng.cem Shaper Lghring • 1141 Marine Way South • Richmi CA 94W4. ph 510.234.2370 • lax 510234.2371 11127/2006437:00 PM { j S82H32PLT +Reflector's CAT. NO: TYPE: 17 PROJECT: PRODUCT INFORMATION Applications Open reflector downlighl For use with long -Ile energy off lclem compact flhwesmhl lamps. Provides medium, uniform light distribution with e.cellenr odor redition. Real far areas requiring long hours of continuous operation such as lobbies, corridors, reception areas and offices. Spedfications I. Ballast One (1) Type I Class P. high power bcbr universal voltage electronic osnpoa florescent 6.0.11. 016, both I or 2lamp apnalcn Ica 120 through 277 vall inpm.dsge (2)18W 16W (2)26W 26W (2)32W 32W (2H2W 42W 120V 2M 120V 27 V 120V 27N 120V 277V y �' ' .1 - a - rat r,�;, p -. - Lirervr.Iirmsps ie .h5 A9 .21 .58 .26 .76 .N ! Inpha were indud"g tallest lass 40 40 56 56 69 67 91 90 i7 Barn, ham .98 98 .0 .9B 1.00 1.00 .Be .98 Mourn shresg temperature 0-F 0'F PF 01 TF WF We 0-F 2 Mmaaeg pan - Predsion dwslemped 20 go ge gal , 71,l seal. Ai , modoln ailing materials up b 3/4" thick. 3. bsNaflatiais - Mounfing pan has Pre -instilled universal mounting bracken with vertical adjustment. Junction boa and mounlirg bracken are accessible from below coiling For 30" C channel hanger ban, specify 01030 accessory, ordered seposohly, For 27" Rat bar hangers, specify 01031 accessory, ordered -party. A. Is 0 Precision spun 050 aluminum, self Ranged with dear gwu6r law ino6cer Knish. Releaser is screw mounted tar positive oetachmmt to socket assent* Stallard flat Range is pointed whin. Oplional polished Range matching reflecur linish aalTobb, add FF b catalog number. _ 5. k0b - Precition machined .051 aluminum with dap groves as minimize aperture gbre, anodized marine black or morn while Knish. Standard flail flange is painted whip. Optional black flange wadable, add FF no mta6g number. 6. Saireb. CFM18/GX24q, CFM26/GX24q, CFM32/GX24q, CFM92/GX24q, CFO26W/G2eq, CF018W/G24q. CT013W/G24q. 7. AsnCi9n bna - large 322vbic inch 16 gauge galvanized steel with snap -on cover and grad wire riveted in frame. Approved for through wiring with up is 8 412 AWG B. Oplio d emergency system - Enenpency system induces bo0ery, e6enonic drariny, drost and lest/monitor pan with test odtch and charging indicator light Test monitor peas may be installed in the ceiling near dine kAure or other remote location. Operates apisropriate lamp wattage for a minimum of 90 minutes foBoving power failure. Battery is rdvrged oubmoticdly following reiteration of power. Emergency system complies with NFPA the safety code, OSHA and NEC. Suitable for dry locations. 9. U.I. Listed - For use in damp 6cofions. Approved for Through Branch Circuit Wiring. I.It E W union made. Canadian 5pecikotons may vary from these shown, consult Canadian Divis'al. CATALOG SYSTEM AND OPTIONS H ISW Lamp Frame 5upply ReBecbr �pp Aperture (by other,) Options} Voltage Seri ime Configuration -n. �SX`1-15 06/04 P I f� 0 611/10' O Il2oaJ i Uu. r ,L J_ V03-1 I• Bp/16' EXAMPLE OF COMPLETE CATALOG NUMBER: 5832PLTU-T82HPLTCS Reflects, Reflects, Reflector Option Finish., Options SE! U TB 2H32PLY' F1 Fuse120voll Universal 2HPLT BB -Block Ba1Re CS Clear Specular flaw IR) IE Integral 2H18PLT F2 Fuse277voh Voltage 12) horn. PUT WE -White BaRl. C55 Clear Semi 5pecalar Emergency"' IH32PLT" F3 Fuse3d7voll 120 through 277 2HOPL SH-Shaffer Guard HZ He.. IHI8PLT EM Emergency 50 8 60 Hz 12) horz. OPL PW Pewter 2H260PL IE Integral Emergency— IH WL Wheat 2HIBOPL 2H130PL DI' Dimming 12MIJ D2' Dimming 277Vo11 (1) herz. PUT or Opt 'Consul, Factory for other refleom finishes. FF Finish Flange (add of suffix 10 color) I H260PL " Utilizes 26. 32 6 47 waft lumps. -- 1 H180PL "•IE must be spec',lied an bwh Form ond.eneemr tar mtegml Emergency. w�r�e..... Consuls'areal,omFiscmry for vvism 1HI30PL for 26am32 orr d2 ova" for d-n i. parity pwanog1 goprian. 7.�..71N .... - .• OMEGA LIGHTING: CANADIAN DIVISION: Q 1 1 1 E a 776 South Green 51., Tupelo, M5 38804 189 11u16,1, Drive, Markham, Ontario. Conodo L3P I W4 Phone 662.842.7212 FAX 6628<1.5501 Risen. 905.294.9570 FAX 900.268.0003 SX 1-15 5PD( M S82H260PL-CS Photometric Data DISTRIBUTION CURVE (` OZONAL CTAVOY MIFTHOD N J . ,l✓''s`,.: ou+r.On Ell-.—Fhv C—1 R.111e0.W '� ••' .115 •so n1 w' w,+�4Fals RC 80 IO 50 -A;. :y,• Clear Specular Reflector l LIGHTING 90 0 0 RW 50 30 50 30 50 30 q - PERFORMANCE DATA 85 2 0 354 0 68 68 68 68 65 65 Report Number: L1752 a. u.. ,ern ww rYrFI1. I 75 6 6 715 1 63 60 60 59 58 56 Lamp: (2)CF026W/G2dq, "I ,om l R':-I 65 62 97 5807 2 56 53 55 52 53 50 Quad Tube 8 37.1 11-0 55 738 911 AA326 3 50 A6 n8 45 A6 44 Total Lumens: 3600 10 2034 .0 150 �' 45 975 1403 51851 A 45 AA 40 AI 79 5 AO 79 3d 78 7A Fixture Efficiency: = 68.1% 12 12.5 190 35 Ion 1573 6 35 30 34 30 3A 29 25 1135 1372 7 33 28 32 28 30 27 IES File: EY5685.E5 1A 8.5 23-0 15 1120 1471 8 29 25 28 25 28 23 S/MH Ratio = 1.7, 1.5 16 6.2 27 1 5 1182 1284 9 27 23 27 22 26 22 Beam Angle: 90.18 0 1209 1209 10 25 20 25 20 23 20 81 S82H42PLT-CS Photometric Data DISTRIBUTION CURVE COZONAL CA ITY MTETHOD 'ATION u+aru Md.. Fm, Cm R.P.. ONT4Cie4 °Lv °*w' s RC 80 70 so Clear Specular Reflector LIGHTING 90 0 0 RW 50 30 50 30 50 30 85 2 0 354 0 68 6 Report Number 21033 . rFPuE`RFORMANCE DATA 8 6B 68 65 65 ' n 75 b 6 715 1 63 60 ED 59 50 56 Lamp: 121 CFM42W mnoln 'm'F ✓"'f� 65 62 97 5801 2 56 53 55 52 53 50 Total Lumens: 6,100 8 40.0 17-6 1 55 738 911 AA326 3 50 46 48 45 46 A4 Fixture Efficient 63.0% 10 21.5 23-10 A5 975 1403 51051 4 A5 40 44 40 Al 39 . 7' = 5 40 3A 39 34 38 34 IES File: 21033.1ES 12 13.A 303 35 1011 1533 6 35 30 34 30 34 29 � S/MH Ratio = 1.3, 1.8 14 9.1 36-7 25 1135 1372 7 33 26 32 28 30 27 Beam An le: 22.24 15 1120 1A71 8 29 25 28 25 28 23 g 16 6.6 42-11 5 1 M 128A 9 27 23 27 22 26 22 iT 0 1209 1209 10 1 25 20 1 25 20 1 27 20 ' I'ABditionalphoromehic test files are available ® omegdlighhng.com 1 Cr p OMEGA LIGHTING r"f CANADIAN DIVISION:F O ` S 776 Swih Gmn; S1.; Tupde, IAS;3880A 189 BullaR Mn Dnw.. r4homr, Onmo, Camda UP i e H r I w G Phone 662.942.7.212' FAX 662.941.5501 Phone 905.2949570 FAX 800.268.0003- i ninpaliphnn8.4om 4 s" .}err✓^; SX1-16 5_11i�� ys a 17)( let TREK 06/04 CAT NO: S81H26QPLU-T8IHWWCSS TYPE PROJECT � , 1nnitrt wcnRs4ennu 5 �I"� �" yS's°n 1�• . - Applications Open reflector wall wash for use with long life energy efficient compact Rwreswnt lamps. Pro s mediu m, uniform light dismbution with excellent co'wr rendition. Ideal for arms requiring long hours of continuous operation such as lobbies, corridors, reception arms and offices. Spedficoriora 1. Ballost - One 11 I Type 1 Class P, hiphpw:er factor universal voltage ekctromc can t Type ballast pHer bob I ar 2 lamp operation for 120 Through 277 v�i input voltage. IcpBW 18W (2)26W 26W I (2)32W3M (2)42W 42W 12OV 27N 120V 2TN 120V 21N 120V 277V Lane cuaent amps N 15 49 21 .5B .26 76 32 m,nivatislnpudng Easaslloss 40 40 56 56 69 67 91 90 Wit,el lea4r 98 98 96 .96 100 1.00 98 98 Minimum staring temperature 0-F 0-F TF 07 0-F 0•F 0-F 0-F 2. Mounting pan Recision derstampcd 20 gouge galvanized steel. Accommodates ceiling r 1si up b 3/4" thick. 3. Installation - Mounting pan has pre-insblled universal mounting brackets with vertical adjustment. Junction box and mounting brackets ore accessible main below ceiling. Far 30" Gchannel hanger bars, specify, 01030 accessory, ordered separately. For 27" Rat bar hangers, specify 01031 accessory, ordered sepenolely. a A. Relle s ar - precision spun .050 aluminum, self Banged with clear specular taw iridexenl finish. Rell cbr is xrew mounted tar positive attachment to at assembly. Storakrd Bat Range is painted white. Optional polished flange matching reflector Finish available, odd FF Is, coblcg number. r 5. Suckers - CFM42W/GX2Aq, CFM32W/GJ(24q. CFM26W/G2Aq, CFM18W/G%2dq, or CF026W/G24q, CP018W/G24q 6. Jurelion boa - Large 32-cubic inch 16 gauge galvanized srael with snap -on coven and ground wire raveled b frame. Approved for through wiring with up b B 012 AWG conductors. 7. Optitmal emergency system - Emergency system includes battery, electronic circuitry, ch zi and cast/monitor plate with Fast switch and charging indicator light. test monior plow may be installed in the ailing near the 8xbre or other remote location. Operates appropriate lamp wom ge for a minimum of 90 minutes folio«irg power failure. Battery is recharged oubrmtically following restoration of power. Emergency system complies with NFPA life safety code, 05HA and NEC. Suitable tar dry account. 9. U.L. listed For use In damp locations and approved for Through Branch Circuit Wing. I.B.E.W. union made. Comdlan Speolicetions may vary from these shown, consul? Canadian Division. 4Lp4• VOmm II/ 314- �I I It — IPmm tea. —_ IR>mml mearsinc -h„mea) CATALOG SYSTEM AND OPTIONS EXAMPLE OF COMPLETE CATALOG NUMBER: S82H32PLTU-T82HPLTWWCS SpeX Lamp Frame Suply ReRecbr lamp Reflector to Reflector Reflector AperM1rce (by others) Options} Vo loge Configuration Type Finishes' Options SB U T8 ;p 21-132PLT" F1 Fuse I10rolr Universal 2HPLT WW Wall Wash Clay Specular (low JR) )E Integral : - 21 F2 Fuse277voh Voltage (21 hors. PLT DWW Double Wall �41[5 Wash CSS Clear Semi Specular Emergency"' " 1H321"1 F3 Fuse347voU 120 through 277 21 CW W Corner Wall Wash HZ Haze - I 18PLT EM Emergency 50 aS 60 Hz (2) hi OPL PW Pawner 2H260PL IE Integral Emergency"' 1H WT Wheat 2HIBOPL DI' Dimming 120,11 (1) hors. PLT or OPL FF Finish Flange )add as 2H130PL D2' Dimming 277volt •Comvli Facnr for other reflector 66hes. suffix 1p color) 1 H26OPL 42 Imust 1H18QPL ••• be specJted onbothFrame E me and re8eoor for Imegrol Emergency. iConaAt Factory for 13 woe dimming. IH130PL 15pec iry lamp womge for 26. 32 or 42.an For dimming option. ( OMEGA LIGHTING: CANADIAN DIVISION: CDE + \ 776 Stunk Green 51., Tupelo, M5 38804 189 B.IbIk Drive, Morkhom, Cootie• Canada OP 1 W4 Phone 662.842.7212 FAX 662.841.5501 It 905.294 9570 FAX 800.268.0003 r a c w T I w e www.omegalighting.com SX1-16 ( S82H42PLTWW-CS Photometric Data Wall Washer with Clear Reflector Source. Compact Fluorescent Lamps (2) CFM42W Re Aectances: 80% ceiling, 50% walls, 20% floor Maintenance Factor: 1.0 IES File: lTLA9868.IES S82H260PLWW-CS Photometric Data Wall Washer with Clear Reflector Source: Compact Fluorescent Lamp. 12iCFQ26W Reflectonces: 80% ceiling, 50% walls, 20% floor Maintenance Factor: 1.0 IES File. ITL49865.IES SAC Guoou 3'From well. 3'-uoa, 36ee.a11, 4' ae nme, 46om w11, 4'9n eeom " hcrn'11,5'cnren% Bel- 8mwen Beloe Be, - Belo. Be. Belo. Kv+ - IlnBlhl Flalure. Fi.- nau,m Fi. Hw il.une FiaNn Fix' 1 30.3 28 a 27.5 21.6 18.4 16.5 15.9 11.1 2 467 1 S 41.1 364 310 29.7 25.9 20.3 3 487 48.8 41.7 40.6 36.1 35.1 289 25.5 4 402 407 33.9 34.5 33.3 33.5 25.P 256 5 32.1 31a 274 27d 28.3 28.5 217 22.1 6 254 25.2 22.1 17.0 23.6 234 18.3 186 7 20.2 7.2 17.7 70 19.7 1695 15.5 15.6 8 167 V72 14.9 15,1 16.6 169 13.5 35 9 IA I Id 4 129 130 Ia 4 14,6 11.7 11.7 s>ny `Addlhonal,photometric test files ame ilalile 4 wN" O m E QJ a OMEGA LIGHTING CANADIAN DIVISION: c I c H * I m c 776 South Gne N. Tuper, MS I0804 189 Bullock Drlre, Markham; Oni Phone 602 842 72121•FA% 662811:5501 Phone 905.294.9570 1" 800.2 j' •..• www.e p 18h1 n8 com y� l k y4 4: .. ' :. ti .41xr p F( i 1 C Day-Britelighting CONSTRUCTION/FINISH • Premium heavy duty industrial channel for added rigidity. • Suitable for unit or row mounting in surface or suspended applications. • Housing and end caps are multi -stage phosphate treated for maximum corrosion resistance and painted after fabrication with high reflectance white polyester powder coating. • Thumbscrews secure channel cover for easy wireway access. ELECTRICAL • All 380mA, 800mA, and 1500mA models must be suspended a minumum of 1-1/2" from surface. • High output 38OmA (44HO, 861-10), high output 800mA (48HO, 96110) and very high output 1500mA (48VH, 96VH) models come standard with -20°F start ballast where available. • 32wT8, 40w712, and Slimline models UL listed for direct mounting on low density ceilings. • UL listed for damp locations. Units incorporating emergency ballasts UL listed for dry locations. HEAVY DUTY STRIP 4' or 8' 1 or 2 Lamp T8 or T12 • Class P, HPF ballasts comply with ( Federal Ballast Law (Public Law 100-357,1988). • Green grounding screw installed in channel. • Lampholders may be individually replaced or rewired. ACCESSORIES • CG-4-4'Wire quard • 3395 — Adjustable conduit hangers • 5988WI5977W — Hydee hangers • CS-400 — Rigid stem canopy • CS-500 — Swivel stem canopy • CS series stems • FL-111 — Sliding hanger, conduit/stem/screw • FL-116 — Sliding hanger, chain suspension • FL-117 — Hook, chain • FL-118 — Sliding hanger, messenger cable • FL-119 — Hook, messenger cable • FL-123 — 5' chain (w/S-hooks) set • N-3380/3381 — Universal joint aligner, octagonal box, 112" / 3/4" I.P.S. N-3385— Universal joint aligner, square box, 112" I.P.S. CATALOG NUMBER HO6-Heavy Duty Strip 28-2BwT5(46') CM - Canadian Market THEIS- Tandem Version 32-32wT8(48') 12-One 2 lamp ballast (electronic or non standard) 40 - 40wT12 (48') 114 - One 4-lamp ballast (electronic or non-standard) 48- 38wT12 Slimline(48') 22-Two 2-lamp ballasts (electronic or non-standard) 44H0 - 44wT8 380mA (48') EB - Electronic ballast <20% THD 48HO- 60wT12800mA(48') EBH- High ballast factor electronic ballast(F32T8 only) 48VH - 11 OwT12 1500mA 148') EB101- Electronic ballast, instant start, <10% THO 54HO - 54wT5HO (46') EB10R - Electronic ballast, program rapid start d D% THD 59 - 59wTB (96') El - DEB-1 emerg. ballast. 350-450lumens, UL dry on: 96- 75wT12 Slimline(96') E7-DEB 7emerg. ballast 600-700 lumens. UL dry loc. 86HO - 86wT8 380mA (96') E5 - DEB-5 emerg. ballast 1100-1400lumens, UL dryloc 96HO-110wT12800mA(96') E58T-DEB5STemergballast w/sell test, 1100-14DO 96VH- 215wT1 2 1500MA (91 lumens. UL dry 10c. GLR4 - Fusing, last blow (A = number of ballasts) ® LT- Low temperature (0°F) start ballast (standard on 'r 120 F32T8, HO. VHO) (not included) 277 Power -Connect modular wiring - see sheet 1604-OA 1 347 2 IINV- Universal voltage, See section 1600-OA for option info. 120 277 vole (with t8 or T5 electronic ballast only) JUB INFURMATIUN 1107 S Job Name:[] Type: HEAVY DUTY STRIP C Day-Rrite` Lighting DIMENSIONS 4' CHMNEI 11219 mm1 48. 8'CHANNEL (2439.) 96 A. 4 Iris" o V 7/9 DIA. K.O. (3) 23, 11 5. C10� O C� A 9116` DIA. K.O. (2) 1' L 13;32' DIA. K.O. (2) 4-1/2' PHOTOMETRIC DATA CATALOG A HDS232-12-EB LAMPS A,F32T8 INPUT WATTS=61 TEST N 14719 S/MH_ 16 BALLAST = ELECTRONIC BALLAST FACTOR= .6B COMPARATIVE YEARLY LIGHTING ENERGY COST PER 1000 LUMENS = $3.08 BASED ON 3000 HIPS. AND 5.06 PER KWH. CANDLEPOWER An01e End 45 C.Oas 0 5 1019 1015, 1019 101a 1019 1019 15 976 1009 1034 25 a5 911 793 990 958 1059 1059 45 655 698 1019 55 AN 75 32 154 59D 11 718 85 22 95 325 452 105 3 305 512 115 2 230 379 125 135 2 6 160 104 334 236 1155 5 6 7 e6 5 133 2 15 675 8 9 5 5 6 6 MAINTAINED ILLUMINATION TABLE- Square Feet/Fixture' M BO-50-20 Relleclances (Ceiling -Wall Floor) M LLF=0.75 29DO Lumens/Lamp Clean R Room wi01h Di sled by room heighl=5 or more, 2 of FlplureSW No.. Wltllh pppma.prte ISO if) per Fixtpre BENpl Lamps Room Nelghim 10R4 3011-e SD ri OR-s I tU0 FEEs 2Lamp 5 130 78 56 39 32 an 2 B4 50 Sfi 59 36 -uosene rlmue 57MH neouivemenls for apecio AnppCRions AVERAGE LUMINANCE TYPICALV.C.P.'s CO/SQ.M Room Mounting Height WITH 2900 LUMEN LAMPS Slit Lengthwise Crpssiolnn ANGLE END 45' CROSS 8.5 10 8.5 10 /1 1157 1311 6686 30.30 22 27 16 20 55 5693 6243 fi738 NOr/D 19 22 I4 17 55 4 54 3 6152 7171 SOX30 23 26 19 23 75 3551 SAN 1127 BOOM 17 19 t3 14 85 1448 4423 1103 100s100 17 IB t2 13 LLF.]5 LIE - LIGHT LOS FACTOR LEE -IDO E ILO KBE LOT. VERY GLEAN 0% CLEAN 090 LLD .0910 40%RATED LAMP LIFE BF-08BELEClRMICBALLAS19 IB IBMPIRtUMP AT M56 LAMP LIFEI LER = FS-78 FIXTURE EFFICIENCY= 93,3% COEFFICIENT OF UTILIZATION MA BD FAA 10 70 is EPA 7D 50 30 70 50 30 50 31 RCR 0 10710]IW 1021M 919l 94 19 83 80] 9n 6a 1 ]8 ]3 2 Id 76 61 10 72 66 66 60 3 77 66 Sfi 71 63 55 56 51 69 56 IB 66 55 16 50 42 5 64 51 41 % 59 4e 40 44 36 fi 5] 35 55 @ ]I 10 3l ] 54 40 3] 51 39 30 35 21 1 5D l6 29 16 35 21 33 26 9 N 34 26 4A 32 25 29 23 1D 1 44 30 23 40 29 1 96 20 LIGHT DISTRIBUTION DEGREES LUMENS % LAMP % DSTUAE 030 839 14.5 155 040 1429 24.6 264 a 60 2793 48.1 51.6 0-90 a316 744 79.5 90 1so 1094 IRS 202 0-Too 5410 939 100.0 PHOTOMETRIC DATA CATALOG ItHDS296HO-12-EB LAMPS =F96T12HOE8 INPUT WATTS =165 LER CC FS-94 TEST910973 SAY1161.6 BALLAST:: ELECTRONIC BALLAST FACTOR= 1.M COMPARATIVE YEARLY LIGHTING ENERGY COST PER 1000 LUMENS - $2.55 BASED ON 3000 HFI AND $,08 PER KWH. FIXTURE EFFICIENCY= 97.1 % CANDLEPOWER Angle End 45 Cm51 D 3029 3029 3029 5 3035 3033 3D29 15 2932 301A 3091 25 2724 2961 3152 35 2423 2650 3146 45 2039 2659 3054 55 1553 2371 26V 65 tOA2 1956 2379 75 575 1453 1948 es zos loge 1,es a5 37 B97 1S42 105 1 734 1166 is 1 550 987 i7]9 25 1 414 35 1 290 531 fi5 169 ME 55 9 90 t65 29 52 75 13 20 MAINTAINED ILLUMINATION TABLE. Square FeeVFixture' . A 50 20 Relleclances (Ceiling -Wall -Floor) .LLF=DOE 8000 LumenSkamp very clean . Room wi61h divided by room heigm = 5 o1 more 2 or 1 Fralpre Sue aoam. With 4pml. Area (sq. I) per Fixture e N eILZIRR6 Rpom ael8ht - 10 R c Salto SO Itc 70 a-o 100It-c 2 Lamp 2 - - 120 84 - 120 Sfi 60 -UOSENO r IMDR WMH KISQUI TTETIIS MEbDt[ulC AlIOPTIONS AVERAGE LUMINANCE CO/SQ.M WITH 2550 LUMEN LAMPS ANGLE END 45• CROSS 15 11561 11885 12633 55 107B9 119t5 127515 65 9714 11634 12441 75 8540 10991 12423 OS BOMB 11903 12650 LLF - BB LEE- LIGHT LOSS FACTOR IF.100 A LLD A BF LOD. vERT CLEAN OW CLEAN Om LLO. M a W'S FAIEOLWP LIR 9r. ISO RfIDRDIARC BAW511B 6112 LAM KLAMP Al M LAIC, LIFE) COEFFICIENT OF UTILIZATION LO PTA 70 50 P• 70 lc se Sp 75 so DB se 30 RCR 0 III lu 111 101107101 9] 9i 99 9] AB 9] 69 8] 81 ]6 2 89 79 71 83 16 66 69 N 3 on fie 59 16 66 51 59 SA 1 7i 59 11 66 51 18 53 16 5 6] 5] 14 63 51 al 46 40 6 6C 17 ]6 57 16 36 11 11 ] 56 42 31 54 40 33 36 30 e 52 39 26 50 36 28 34 28 9 AB 34 27 46 34 26 32 25 10 1 46 33 25 44 30 23 20 23 LIGHT DISTRIBUTION DEGREES LUMENS %LAMP %Ft INRE 0 30 25N 156 16.1 040 42P 267 27A 0 60 8315 620 63.5 0 90 12735 79.6 020 90.180 2602 17.5 is 0 DIED 15516 ST.1 100.0 1107-5 DAY BRITE LIGHTING •www.daybrpeligntingCAROL emmLAYFIITELIGHnNc 7765oulh Green Slleel•Tupelo. MlssISSIDPI3aR04-PHI(Seal 0427217'FAX: I6fi2)04Y55p1 OB o1 p] Day-Brite®Lighting CANADIAN DNISION 1598NACCA OHve- MATkhXAT OrTu. UP IW4-PH. (05)2N 9570'FAXI (905)79A-9511 YAee CHANGES PETIOLE NOTICE a GeDlyte company 3 -1 OR 2 LAMP T5 INDUSTRIAL SPEC I FI CATIONS • HOUSING - 22 Godie formed C.R.S. • FINISH - white powder coating with 5-stage iron/phosphate prepared metal. 92% minimum average reflectance • REFLECTOR - 22 Gadie formed C.R.S. • ELECTRICAL - electronic ballast standard, rated Class P LABELS - UL 8 CUL listed as fluorescent Iuminaire suitable for dry or damp locations • MOUNTING - surface or suspended 1 Lamp 31/a 2 Lamp 0 w a } FEATURES • Factory mounted. pre -wired sockets cut installation time • I quarter -turn fastener secures reflector cover to housing • Ballast secured by 2 coptive bolts and nuts to ensure a tight, reliable fit for maximum heat dissipation and minimal ballast noise • All parts pointed after fabrication to facilitate installation. increase efficiency. and inhibit rusting S U B M I T T A L INFORMATION MODEL #84-4-228T5S-UL-WG11-EB2-XXX For more options. accessories, and TOTAL LAMPS 1. 2. or 4 product details. refer to Information UL-reflector with uptight Section component NOMINAL LENGTH W Gll - 11 Go. white 4 - 4 ft. 8-81t. powder coat wireguard .wire: r VOLTAGE 20-12V powder coat wiraguard 277.277V IUMINAIRE SERIES --1NV I U . 120 - 277 V 84-4-254TSH-40PTIONS-EB2- 1 20 LAMP WATTAGE/TYPE 28T5S - 4'. 28 watt T5 _r BALLAST TYPE (dependent on specified lamp typal 54TSH - 4'. 54 watt T5HO EBl - 1 lamp electronic ballast EB2 - 2lamp electronic ballast EB2/2 - 12) 2 lamp electronic ballasts /- W I II IOTS \\` i a hewilliams inc • carthage missouri • www.hew.com • 417-358-4065 • fax: 417-358-6015 Industrial page 9 In LU 84� LU In PHOTOMETRY IN F O R MAT ION Williams Catalog #84-4-254T5H-EB2-120 Test Report #11657.0. Dated 9/11/02 CANDLEPOWER DISTRIBUTION VERT. HORIZONTAL ANGLE ZONAL ANG. 0 45 90 LUMENS 0 3141. 3141. 3141. 5 3110. 3116. 3120. 297.4 15 3083. 3145. 3162. 889.8 25 2846. 2973. 3045, 1370.4 35 2513. 2703. 2829. 1691.1 45 2256. 2546. 2713. 1953.2 55 17 47. 2062. 1957. 1756.1 65 1242. 1275. 963. 1195.7 75 664. 376. 238. 466.8 85 ill. 87. 78. 98.3 90 0. 0. 0 LUMEN SUMMARY ZONE LUMENS % LAMP % FIXTURE 0- 30 2558. 25.6 26.3 0.40 4249. 42.5 43.7 0-60 7958. 79.6 81.9 0.90 9719. 97.2 100.0 90 - 120 0. O. 0. 90 - 130 0. 0. 0. 90 - 150 0. 0. 0. 90- 180 0. 0. 0. Total Lumir.ire 0-180 9719. 97.2 100.0 TOTAL LUMINAIRE OPTICAL EFFICIENCY - 97.2 SPACING CRITERIA: ACROSS- 1.4 ALONG- 1.3 BACK VIEW 121 7/g' Dia. K.O. 9 213/y' 2'�- / 12) 7/g'Dia.K.O. 7/ 1 Lamp Type: FP54T5HO/835 Lamp Quantity: 2 D '. .... `....1....':. 70 `. 6D' 30' 20 D. 10- ZONAL CAVITY COEFFICIENTS EFFECTIVE FLOOR CAVITY REFL. ..20 CEILING WALL .70 40 .30 40 RCR .70 .30 .30 .30 .10 0 16 In Ib m m 10 loe 109 In I 107 103 w 104 101 97 97 94 el 3 " 91 65 96 37 V ➢e el 77 3 .90 !I 73 es 79 72 76 70 46 q 82 71 p1 w 70 0 a OI 50 5 73 0 S. 73 62 3. W 33 .7 4 69 Se .8 e7 .33 �> 53 46 Al > N SO 4 A2 /0 .I .6 al Js e s .5 ]e Se 3e .3 as J0 v 53 I0 22 552 J9 31 38 31 26 10 19 ]6 28 AS .b 78 33 20 23 121 1/4-Hole \ 31/2' 121 1/a Hole \ i 31/2' /_ TS t(� d63/B I e hewilliamsinc a corthagemissouri • www.hew.com • 417-358-4065 • fax: 417-358-6015 1P48639 12/3/03 --2' x 4' STATIC TROFFER f 23 13/,6- I S PE C IF I CATIONS I FEATURE S • HOUSING - 22 gauge die formed C.R.S. • DOOR FRAME - 20 gauge C.R.S. or .050" extruded aluminum. flat ar regress, with mitered corners. T-slot steel hinge allows reversible hinging and latching • SHIELDING - #12 pattern. .125" acrylic overlay standard - other patterns and thicknesses available • FINISH - 92% minimum average reflective white powder coat with multi -stage iron/phosphate prepared metal • ELECTRICAL - Electronic ballast standard, instant start T8, programmed start T5. rated Class P • LABELS - UL listed to U.S. and Canadian safety standards as recessed fluorescent luminaire suitable for dry or damp locations • MOUNTING - NEMA Type "G" standard. NEMA Type 'F' available ORDERING INFORMATION Submittal In LU 50 Lu STATIC V) m LU IL LU Q h- J 0 • Fully enclosed, spring -loaded cam larches allow years of hasslefree main lenance • T-slot steel hinge ensures positive retention when door is opened • 4 3/8" deep housing eliminates lens shadowing • Deep reinforcement ribs provide added strength • Rolled -edge channel adds superior strength • Integral T-bor clips quickly secure fixture to structure • Field convertible to NEMA Type "I'" • Fully gesketed door minimizes contaminants • All parts pointed after fabrication to facilitate installation. increase efficiency. and inhibit rusting a:nwG rar. ua.. ew rrnuwm•cr FRurc SERES TYPE SMEYm1RIBlGM I.WPS TYPE TYPE SIM MG aPTIM EM1I51 Ya1AU EXAMPLE: 50❑G - 5��2 ®- 3� 32 - 5❑ A12125 -OPTIONS - EB3 - 120 SERIES 50 Static ire FFer INo air handlinpl CEILING TYPE G NEMA Type -G- F NEMA Type 'F' hield converiiblal FIXTURE STYLE S Fvll door Frame. noapt NOMINAL WIDTH 2 2' NOMINAL LENGTH 4 4' TOTAL LAMPS 2. 3, A. 9r 6 LAMP WATTAGE/TYPE 2BT55 4'. 28 watt T5 32 4'. 32 watt TB 54T5H 4', 54 wan T5HO le J-1. me..I DOOR FRAME TYPE 5 While Ile, steel F White Ito, aluminum R While repress aluminum 58 Block fl., ueel FB Black Ila, alum, RB Black ,egress aluminum SHIELDING A12125 E12 pattern acrylic .125-1hick A19156 e19 pabrn anvli,..I56- thick PC1SS Nominal 1/2-.1/2".1/2-,:Ivor PC2S5 Nominal 11/2-.11/2-.1-sllve, H.E. Williams. Inc. • Carthage. Missouri As www.hew.com is A17-358-AO65 OPTIONS F338 6'.3/8-Fle.. 3 conduaa,. N. IB AWG BALLAST TYPE EB2 2 lamp eleur.n,c boll.,, EB3 3 lamp liearonlc ballast EB4 4 lamp electronic ballast E52/2 12) 2 lamp electronic ballasts EB3/3 1213 lamp electronic ballays EB4/2 0) 4 lump 811) 2 lamp electronic balls, VOLTAGE 120 120V 277 277V UNV 120-277V 347 347V Not•: F., mo•e ppiiana/accessories. ballast cambi.atian,, and pr.dec, del.d.. please comuh loc,ory \\ ms 0 is fax: 417-358-6015 T,alF., Pape 3 so , STATIC LU PHOTOMETRY INNIFORMAT ION Williams Catalog #50G-524-332-SA12125-EB3-120 Lamp Type: F32T8/735/RS Test Report #8417.0, Dated 08/18/95 Lamp Quantity: 3 CANDLEPOWER DISTRIBUTION VERT. HORIZONTAL ANGLE ZONAL ANG. 0 45 90 LUMENS 0 2809. 2809. 2809. 5 2781. 2778. 2789. 265.6 15 2740. 2780. 2620. 788.4 25 2,178. 2589. 2665. 1194.5 35 2055. 2198. 2282. 1372.1 45 1527. 1643. 1775. 1275.1 55 935. 956. 1083. 889.3 65 537. AIDS. 556. 466.7 75 328. 263. 338. 301.8 85 119. 119. 130. 133.5 90 0 0. 0 LUMEN SUMMARY ZONE LUMENS %LAMP %FIXTURE O - 30 2248. 26.3 33.6 0 40 3621. 42.3 54.) 0 - 60 5785. 67.7 86.5 0.90 6687. 78.2 100.0 90. 120 0. 0. 0. 90- 130 0. 0. O. 90 150 0. 0. 0. 90 180 0. 0. 0. Total Lumina'ire 0.180 6667. 78.2 100.0 TOTAL LUMINAIRE OPTICAL EFFICIENCY = 78.2 % SPACING CRITERIA: ACROSS- 1.3 ALONG- 1.2 BACK V I E W 12i7/6'K.O. ° ° 4 r REINFORCEME IN RIBS ACCESS PLATE w/1217/6- KO. 48• Vitt, illiams �e H.E. Williams, Inc. 4s R3° - BO B0, 70' 1 .'�. 3t 2 50° n0° Lei . 30° 20° 0. 10° ZONAL CAVITY COEFFICIENTS EFFECTIVE FLOOR CAVITY REFL. -.20 CEILING 30 Ja .30 WALL RCR .70 .50 .30 .70 .50 .30 .50 .30 .10 p 93 U 03 91 91 91 67 87 87 1 Its 13 80 01 01 79 78 26 74 2 00 7a 70 76 73 69 70 e7 04 3 7. m 61 72 06 61 eA 59 s9 4 43 60 54 67 59 54 57 52 49 5 63 54 40 42 53 47 M 46 42 6 2 49 42 .57 4 42 47 41 37 7 .5e Ia M 53 1A 37 12 37 ,V 6 50 40 33 49 39 33 30 ]] A p <6 36 1 a5 129 14 19 25 to n 3] n a7 32 14 31 2s 22 CROSS SECT 1 ON NEMA TYPE " F ' I N S TA L L AT I O N I" MIN I U !i A3/13 . 33/g MAX T- L 255/le MAXIMUM RECOMMENDED CEILING OPENING IS 2 4 3/9 K 4 8 3/6 For continuous row mounting, odd 49 5/16" for each additional fixture to obtain ceiling opening. 1 5/16" between end plates. • Carthage, Missouri • www.hew.com • 417-358-4065 • fax- 417-358-6015 JP43204 04/12/07 V) w ASM - T5 8. T8 w Ln PH O T O M E TRY IN F O R M AT I ON Williams Catalog # ASMS-4-154T5H.EB1 Test Report #11164. Dated 08/17/01 CANDLEPOWER DISTRIBUTION VERT. HORIZONTAL ANGLE ZONAL ANG. 0 45 90 LUMENS 0 1231. 1231. 1231. 5 1222. 1224. 1225. 116.8 15 1208. 1221. 1236. 346.1 25 1079. 1113. 1147. 514.8 35 908. 962. 1017. 604.6 45 730. 808. 882. 624.4 55 523. 601. 679. 539.0 65 337. 411. 482. 407.1 75 175. 243. 313. 257.3 85 51. 120. 179. 127.9 90 9. 77. 128. 95 0. 46. 90. 50.5 105 0. 16. 39. 17.9 115 0. O. 19. 6.3 125 0. 0. 15. 1.7 135 0. O. 0. 0. 145 0. 0. 0. 0. 155 0. 0. 0. 0. 165 0. 0. 0. 0. 175 0. 0. 0. 0. 180 0. 0. O. LUMEN SUMMARY ZONE LUMENS %LAMP %FIXTURE 0-30 978. 19.6 27.1 0. 40 1582. 31.6 43.8 O - 60 2746. 54.9 76.0 0- 90 3538. 70.8 97.9 90-120 75. 1.5 2.1 90-130 76. 1.5 2.1 90-150 76. 1.5 2.1 90-180 76. 1.5 2.1 0 180 3614. 72.3 100.0 TOTAL LUMINAIRE OPTICAL EFFICIENCY a 72.3 % Lamp Type: F54T5HO/835 Lamp Quantity: 1 190' 170 i. .....:.._. 160' 150' 140- 130' 120' 110' too. c 0 <5 90- BO' 70' o0' 50' / 40' 30' 0'_. 10, 20' ZONAL CAVITY COEFFICIENTS EFFECTIVE FLOOR CAVITY REFL. - .20 CEILING .50 .70 .54 WALL RCR .70 .30 .30 .70 .50 .30 40 .30 .10 0 m m m 8, as as 79 79 79 1 70 75 72 7e 73 10 70 E. DS 2 72 m 61 70 a 062 se M3 m se M u v 52 .v M n 4 co 32 A6 59 31 ss Al Al .0 5 M se A3 3s 45 39 a 38 3. 6 31 u m 0 A3 36 39 31 x 7 s7 v 11 15 36 30 y M .26 s 13 M 27 22 M 27 32 26 M e a0 M 2A A .A 3a 25 13 A 1 1 37 27 21 13e 77 21 1 26 .21 v M O U N T ING ASM Cable Kit or ASM Pendant Kit required for either type of mounting. Ships separately. Consult factory for exact ordering information. Som1-R.c.ssed - 2' & 4' fixture only ' Surface -ujY7_ Cable® Stem" OVERALL LENGTH 2 fl. unit 23 14I I/a Ktryholes 9/16" 1211/y H91e 4 ft. unit 47 9/16" 8 fl. unit 94 3/e' (2)7/9"K.0. c O 121 3/a. K.O. Semi recessed model is suitable for installation in NEMA Type "G" ceiling system of 1" wide (nominal) teas mounted across ends of fixture 24" O.C. or 48' O.C., using Factory Furnished mounting brackets. Fixtures may be mounted in continuous row. Ceiling tiles are supported along sides by fixture housing. Fixture protrudes 2" below ceiling plane. 40' O.C. �O.0 for 2'unil) 32'O,C. 1214; H9M le" oc. rar 2. 3na) Y KO 12) 7/B K.O. 0 12) 3/a" KO. .7 c 4• Access plot. w/7/8"K.O. 1 (Not amlobleln 2'uniif I4 /a Ke7 Holes A..,. plot. w/7/9'K.0. /(2)2'K.0. Nor o.ailable in semi.recess.d �willia ms 80'Oc. 84' O.C. H.E. Williams. Inc. a Carthage. Missouri a www.he%v corn e 417-358-4065 a Fax 8' 417-358-6015 JPA7602 05/21/07 FIXTURE TYPE: VANDAL RESISTANT Luminaire VVALL/CEILING / FLUORESCENT Lighting Corporation PENDANT MOUNT D LV 824.60 F 1, 2 or 3 F17T8 SPECIFICATIONS Housing Marine grade heat treated extruded aluminum. Chemically primed and finished with robotically applied polyester powder coat. Grill Marine grade die cast aluminum finished with polyester powder coat and secured to housing with tamper resistant stainless steel machine screws. Lens Extruded UV stabilized opal polycarbonate with integral prisms. Maximum wall thickness .160". Secured to housing with die cast aluminum clamps and 6 stainless steel TORX® head screws. End Caps Die cast marine grade aluminum. Provisions for surface conduit entry. Ballast Electronic high frequency. Sockets Precision spring loaded snap type for maximum impact damping. UL Listing C.UL., wet optional. OPTIONS CID Clear prismatic lens instead of opal polycarbonate. JB Die cast joiner band for continuous row mount. Consult factory for row information. WET Silicone and neoprene gasketing for wet location. 277 277 volt ballast. PC Photoelectric switch. GLR Fuse and fuse holder. EMB 90 minute self contained emergency battery pack. EMB 50 Specification grade 90 minute self contained emergency battery pack. PRS Program rapid start electronic ballast. LH Low harmonics (10% THD) ST/SC Slotted screws instead of TORX® head. PS Painted screws to match luminaire finish. ACCESSORIES COR Corner mounted backbox, Constructed from 16 gauge cold rolled zinc coated steel. Finished with white powder coat, TX/SD TORXO head bit. UL ADA Compliant OVERALL DIMENSIONS: a 8.275" 27.74" 8.275" B 0 001, �4A- I�-8.75"—�I Paten Pentling Luminoire www.luminairelighting.com 7 Olsen Avenue ■ P.O. Box 2104 0 Edison, New Jersey OBB18 0 Telephone (732) 549-0056 0 FAX (732) 549-9737 PHOTOMETRIC DATA ISOFOOTCANDLE CANDLEPOWER MODEL Al 84-232 CHART DISTRIBUTION CURVE LTL fi07080 too°tso° 1zo° Extruded aluminum housing, formed white enamel steel reflector, clear linear prismatic polycarbonate lens. 90' Ballast: One Advance REL-2P32-SC 00 Plane 900 Plane Lamps: Two Philips F32T8-TL741 rated at 2850 lumens each. Mounting: Surface ZONAL LUMEN SUMMARY Zone Lumens % Lamp % Fixt 0-30 940 16.5 22.9 0-40 1535 26.9 37.4 0-60 2764 48.5 67.3 0-90 3953 69.3 96.2 90-120 155 2.7 3.8 90-130 155 2.7 3.8 90-I50 155 2.7 3.8 90-180 155 2.7 3.8 0-180 4107 72.1 100.0 Total efficiency: 72.1 % CIE type: Direct 0 �, rArA ►IN ,``—, Mounting Height 5 6' 7' 8' 9' Multiplying Factor 2.56 1.78 1.31 1.00 0.79 ORDERING INFORMATION EXAMPLE. DLV824.60F - 117 - ELECT - 120 - OF - BLK -EMB - COR oLvs24.6oF-0--F-0-�- -0 Series Lamps Ballast (Not included) ELECT- 117-(1) F17T8 Electronic 217-(2) F17T8 ballast 317-(3) F17T8 LH-Electronic ballast with less than 10% total harmonic distortion PRS-Program rapid start electronic ballast Catalog No.: Fixture Type: Voltage. Job Name: Approved By: Volts Lens Colors 120 OP -Opal BLK-Black 277 Standard. WHT-White CP-Clear BRZ-Bronze Prismatic Optional. GRY-Grey SIL-Silver CUST- Custom color, consult factory. Options Accessories JB-Die cast joiner band TX/SD-TOl WET -Silicone and neoprene head bit gasketing for wet COR-Corner location backdox PC -Photoelectric switch GLR-Fuse and fuse holder EM B-Emergency battery pack ST/SC-Slotted screws LIFETIME WARRANTY Luminaire Vandal Resistant fixtures feature a lifetime warranty. Luminalre Lighting Corporation will repair or replace any fixture damaged due to vandalism for the lifetime of the installation. NOTES: For complete photometric test reports and custom colors or finishes. please contact your local represernei ve. Availability and specifications subject to change without notice. All LUMINAIRE fixtures are provided with T0Rx0head screws. Please remember to order TORxu head bits. Luminoire Llphrtne Oerporatlon www.luminairelighting.com FLDLVa246OF rr/os 7 Olsen Avenue ■ P.O. Box 2104 0 Edison, New Jersey 08818 0 Telephone (732) 549-0056 ■ FAX (732) 549-9737 JOB NAME ORDERING MATRIX LBN LOW BAY LUMINAIRE 150-400 watt Metal Halide 150-400 watt High Pressure Sodium 150-450 watt Pulse Start Metal Halide The LBN Low Bay Luminaire offers the high efficiency general purpose industrial lighting for mounting height requirements of 30' and below. SAMPLE CATALOG NUMBER: LBN40OPMT-PSC CRA LBN 4 ❑ BALLAST LAMP SOURCE ASSEMBLY M Metal Halide LBN S - High Pressure Sodium P - Pulse Start Metal Halide (Ballast option must also be specified) WATTAGE VOLTAGE 150 150 150 12 - 120 175. 175' 20. 208 2DO - 200" 24 - 240 250 250 27. 277 320 - 320- 34 - 347 350- 3501p 48 - 480 400.400 MT- 120/208 450.450• 240/277 TT - 120/277 347 ACCESSORIES (ORDER SEPARATELY] CH Cover Halt for Power Hook (use with FBI PB - Pourer Box for Power Hook (use with CH) HP12 - Hook -Cord -Plug Assembly 120V HP25 - Hook -Cord -Plug Assembly 208 240V HP27 - Hook -Cord Plug Assembly 277V HP48 - Hook -Cord -Plug Assembly 480V HMR - Suspension Hook Male LMR - Suspension Loop Male SC83 Ballast Retainer Chain 3' SCOP Optical Retainer Chain WGBRA/CRA - Wire Guard (Refer to Section 18000 for additional accessories.) DIMENSIONS (717.2 tam) CUL HR MR PSC PSM PSR O OEM OTD WOF WSF HL 55 OPTIONS Ia ld as suffix) - UL liming to meal CSA standards - Hot Restrike (1 SOW HPS only) - Magnetic Regulated Ballast" - Pulse Start CWA Ballast Pulse Stan Magnetic Regulated Belfast T 75, 200, 250 & 400 watt only.) Put. Stan Reactor Ballast (150. 200. 250, 320, 350, 400. 450 wad. 277 volt only.) Ouanx Standby Quartz Emergency" Quartz Time Delay - Wired Double Fuse" -Wired Single Fuse" 1. 4 - REFLECTOR ASSEMBLY CRA Acrylic Lens CRP - Pulycarbonme Lens OPTICAL OPTIONS CFWL - Charcoal Filter Wet Location HI LO Ballast FaWtcla: - 55'C Ambient 'Nor available in High Pressure Sodium i"Pubs Stan Metal Halide Only. "Not available in standard Metal Halide. °Available 150 40OW High Pressure Sodium. `Requires 120 vot secondary pourer supply. "Use wim 208. 240. and 480 vole. "Use with 120, 277, and 347 von. Must speuty voeage. General Nines: All accessories are field installed. Mogul base lamp only. All aptiom lanwy mustard. Warning. Refer to and follow die lamp manufacturer's warnings and i illnud om. ENERGY DATA HIGH PRESSURE SODIUM HX BALLAST INPUT WATTS 150 web-1 BB watts CWA BALLAST INPUT WATTS 200 watt-240 wens 250 wall-295 watts 310 wad-365 watts 400 wan-464 warn '8- METAL HALIDE m ) HX BALLAST INPUT WATTS r" 150 wan-185 worts CWA BALLAST INPUT WATTS 150 wan-189 wan, 175 wad-210 wale 200 wen-232 watts 250 Walt-295 wam 320 watt-368 watts 350 watt-400 watb 400 wan-458 wells _ 450 wart-508 watts LB-11042 W Z r OC C ca C Z 1+1 PHOTOMETRICS ADDITIONAL TEST NUMBERS DESCRIPTION S/MH TEST NUMBER LBN250M CRA 1.7 17337 LBN40US-CRA 1.8 17310 LBN25OS-CRA 1.8 17310.1P PRODUCT FEATURES UL 159B Listed suitable for wet location and 40°C ambient for all lamp wattages listed. 1. 3/4" threaded cast aluminum nut and hub for easy, positive mounting. 2. Heavy wall, one piece die cast aluminum housing with while polyester powder finish. 3. Day -Brice "Slant 2' ballast mounting for cooler operation. Ballast has high temperature class H insulation and a minimum starting temperature of -40'C (.40°F) for HPS and Pulse Stan MH or -30°C (-20°F) for MH. 4. Corrosion resistant stainless steel laIChaS. 5. Precision spun heavy gauge aluminum reflector coaled Inside and out With highly renecuve (90-92%) white polyester powder Finish. 6. One piece injection molded lens: 3/16" minimum thickness of 100% virgin acrylic for excellent brightness control and high efficiency. UL Listed for Metal Halide arc tube containment. 7. Large wiring access with captive retainer screw. LB- 11042 Visit our web site al www.daybritclighling.com 776 Sown Green Street Tupelo, MS 38804 Phone: 662-842-7212 Fax: 662 841 5501 189 Bullock Drive Markham. Ontario Canada OP 1 W4 Phone: 905-294.9570 Fax: 905 294-8911 Day Brite Lighting reserves the right to make changes without notice. OSeptembor 2001. OL2.SM0901 Day-Brne Lighting is a Genlyte Thomas Group. C Day -Brits Lighting 1 HI Wlte•e I M sat 01 51 • r .• ,�..„..; .i • A in a Fs'm 70MH • • • • • P 100MH • • • • • • 150MH • • • • • . " 175MH • • • • • Is 70CMHE' UNIV' , � Y"'' 100CMHE' UNIV' ^°`IJCt .� r:4, 150CMHE' UNIV' `�i• y• 70HP5 • • • 100HPS • • • • • 150HP5 • • • • • r" ' Notes: Job: Type: GULLWING G13 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco Gullwing Is an area luminaire defined by its sleek profile and rugged construction. The housing is one-piece, die cast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The multifaceted arc -image duplicating optical systems provide IES Types II. III, and IV distributions. The door frame is single -piece the cast aluminum and retains an optically clear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoal. CUTOFF PERFORMANCE: Flat glass lens luminaires provide full cutoff performance. Sag lens luminaires provide cutoff performance. PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code Into the appropdate box above. Now Gahm reserves the right to refuse a configuration. Not all rombirulions and configurations are valid. Reim to notes below he exctuisons and limitations. For questions or comems. please consult the factory. G13 13' Gullwing Luminaire 1 Single Assembly 30120 Triple at 120e G13EMC 13" Gullwing Luminaire 2 Twin Assembly 4 Quad Assembly Emergency Cold Temperature 2@90 Twin Assembly at go- W Wall Mount, Recessed J-Box Available win (2) 32MF lamps And, MTs op= only. 3 Triple at 90e WS Wall Mount, Surface Conduit (1) a2TRF cperil In em.galrcy come. DISTRIBUTION 2XL Type II, Horizontal Lamp 3XL Type III, Horizontal Lamp 4XL Type IV, Horizontal Lamp MTS Medium Throw with Solite® Lens Flucrear<m (snips Only. VOLTAGEWATTAGE and LAMP / VOLTAGE CHART - G73 LAMP / VOLTAGE CHART - G73 Hales' 'r. Fluouarom antl GMME Compinations Mould, nnh a act or scow, with VN,V' are Available for ordering. MH A4amt New. CF Compere FNoresrom HPS high Pressure scdhen TRF Triple Tube FWoreacem CMME Ceramic MH eath Electronic Battles, F Fusing m Head. LF In-Line/In-Pole Fusing PC Photocontrol and Receptacle WA rNM 480V. PCR Photocontrol Receptacle only POLY Polycarbonate Sag Lens 700w HIDmax. HS Internal Houseside Shield Os° Quartz Standby DST- Quartz Standby - Timed Delay 6. Oua lamp max. Nor available with LMME types. Nora le rerMeTura is LAMP I VOLTAGE CHART 3 C' +. For emergency We lumen pYlpur see stmmmat near Sheol Yoltaoe 79115155 Ysaram E megenry Lgn1 rMiF1u90otianOnhl M � M output rnromleuon.' 2 32TRP' 1 • Ki:Ai • '.t' (.:: 5. (1) ump opuph e no emerge , come. BRP Bronze Paint Oc Optional Color Paint BLP Black Paint spmily Optional, Cam or RAL ex: OGLGP or OGRAL7W4. WP White Paint SC Special Color Paint NP Natural Aluminum Paint spacly. Mual supply color rum. PTF2 Pole Top Fitter - 2 318" - 3- Dia. Tenon PTF3 Pole Top Fitter 3" - 3 1/2" Die. Tenon PTF4 Pole Top Fitter - 3 112" - 4° Die. Tenon SPA Square Pole Adaptor Reavired for Saeigh, spuo. Was TR11 Single Transition TR2r Twin Transition 7. Mmms to a 2 XF Top Temn. Specify a pole wrh 30,7 top do tar is ammrh penopron MF Mast Arm Fitter saps over a slandard23 ZT dow arm. Gnaw Ugrian, all shngm rp chwpe mereuele or mmltp the oeagn pill, promei wlmout Gardeo Lighting (BOO) 227-0758 nanmaoon as pan or in. comes,a continuing prmucl improvement program. The Gullwing cells, 1611 Clovis Barker Road (512) 753-1000 is lanes p, us. ualenl number DES.3e1.e59. The XL oorrcal scon is omlecud by U.5. parent number 5691 San Marcos. TX 78666 FAX: (512) 753-7855 O copyright Garom Lighting 2mb2007. All Rights Reserve,lnumalaaal e,oyrrght Secvrm. ywAv.Sialightmg.eorn Giiiii Group 7911513010907 Fluil'aliorescent Opeck Only Yoltaoe in 1 2N 1 Z40 1 M mi 49g 2 60CF1" UNIV' X:4 i. ai2ra!' 3 32TRF's UNIV' • "•fit 342TRFe UNIV' GU LLWI NG G 13 AREA LUMINAIRES SPECIFICATIONS GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaire defined by its sleek profile and rugged construction. The housing is one-piece, die cast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The multifaceted arc image duplicating optical systems provide IES Types II, III, and IV distributions. The door frame is single -piece diecast aluminum and retains an optically clear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The GulMing luminaires are finished with a fade and abrasion resistant TGIC powdercoat. HOUSING: A one-piece die cast aluminum housing mounts directly to a pole or wall waincul the need for a support arm. The low profile rounded form reduces the effective projected area of the luminaire to only .8 h=1.07m2. LENS ASSEMBLY: A single -piece die cast aluminum lens frame hinges down from the housing and is secured by a stainless steel lanyard and hinge pin. An optically clear, heat and impact resistant tempered flat glass lens is mechanically secured with six retainers. The electrical and optical chambers are thoroughly sealed with a one-piece memory retentive hollow -care EPDM gasket to prevent intrusion by moisture. dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types II (2XL), III (3XL), and IV (01.). The reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lampholder is glazed porcelain with a nickel plated screw shell. HID luminaires feature porcelain medium base lampholders. DIMENSIONS 22 112" 57.25 cm Fluorescent luminaires use a Medium Throw reflector with a Solite® glass lens (MTS). Solite® is a Registered Trademark of AFG Industries. EMC Luminaires: In the event of power interruption, integral battery pack will power (1) 32W compact fluorescent lamp at reduced light levels for a minimum of 90 minutes. Maintenance tree battery is rated for ambient temperatures down -4'F/-20'C. Indicator light Is visible through the lens. A test switch is accessible through the door assembly. EMC units do not bear CUL label. ELECTRICAL: All electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each HID high power factor ballast is capable of providing reliable lamp starting down to -20'F/-29'C. Standard fluorescent ballasts are solid state. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured. triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BIRD). black (BLP), white (WP). and natural aluminum (i Consult factory for specs on optional or custom colors. LABELS: All luminaires bear UL or CUL (where applicable) Wet Location labels. FULL CUTOFF PERFORMANCE: FM WCe pedarmame mean a lumineire Gslrmmdn where zero c;md,A'mlanslp ovate al an angled! 90' aaove nadir. Additionally. the cande la par 10001amp lumen Wit WI nlmnsprej ¢Read 100 (10 peRen) 0 a WNOI argh.19P aWve Ntlu. This it plea m at) lateral aches ardum IN U pare".. CUTOFF PERFORMANCE: pulor pedormama mums a lummmre aalrbwion where Ihe candela per too lamp lumens does ml mmareally exceed n (25 Invent) al an or a1 or mpae 9o- admire reds, and 100 (10 pi at a ve rsal Mile of 80' once radir. TM1n apples to all lateral arglas am" IN apnntire. 13 1/2" 34.16 cm i 12.14 Cm 8 1/2" 21 54 cm EPA 1 2 3-4 .8 fte 1.6 IN 2.2 fta .07 mr .15 mr .20 mr Gamco Gpnang me M1gm It) cnanum maonote o moeay m as pOrtiDustinn denial Lighting (512) Gar1611 nt rogrdesiam it of the product IL program. Tired Dustin, aesgn epplmm,aa as pan or me, Cl 753-0756 Salt Clovis Berkey Road 1000 Pl.r.mem number DES the, ES 391..65 la Cv U.S. paten numdar pEG.191.659. The %L apricot aysvm -s prpledetl dy U.S. perenl FAX: (53) 753 San Marcos. TX 7e666 FAX: (512t 753-7e55 number odour 5a9au. Ocapyn9M Gerdm Jgnurg 20062007. All Rgnu Reserved. ImemaeONl eowr,gnl seNrad. e..fileiigriling.,orn LIGHTING Gan is Group 79115 130/0907 V^1 mcPhll1113llenm emergency lighting �tectTM CODES AND STANDARDS UL Listed to Standard 924. NFPA 70 (NEC). NFPA 101 (Life Safety Code). VOLTAGE/INPUT 120/277 VAC selectable input. INSTALLATION Snap -together quick mount design. Keyhole slots provided. Wall mount only. Optional stem mounting for areas with exposed ceilings. Requires CAXRMB. Flexible conduit entry provision on top of the unit. CATALOG NUMBER (Example: CAXR6L54W12) HOUSING This unit is offered with a black or white, ABS thermoplastic housing which is UV -stable and flame rated. LAMP HEADS The CAX High Capacity unit has fully adjustable, "eyeball" style heads with a choice of 6, 8, 12, or 20 waft MR16 lamps. HOUSING Flame -rated, UV stable, ABS thermoplastic housing. Catalog Number' Volts Wattage Remote Capacity Rousing Color' Lamp Type CAXR6L24WG 6 24 12 White MR166w CAX6L24W72 6 24 — While MR1612w CAXRBL411WS 6 40 28 While MR166w CAXRBL40W9 6 40 22 While MR168w CAXR6L40W72 6 40 16 While MR1612w CAX6L40W2O 6 40 _ While MR1620w CAXR6L54W12 5 54 30 While MR1612w CAXRi2L54W12 12 54 30 While MR1612w CAX11121.72012 12 72 48 While M111612w CAXR72L72W20 12 72 32 White MR1620w OPTIONS BATTERYIELECTRONICS Sealed, maintenance -free 6 volt or 12 volt lead calcium battery and built-in circuitry protection. Comes standard with a low voltage battery disconnect and solid state charger. Operating temperature range is 65OF (19°C) to 850F (300C). Supplies 90 minutes of emergency illumination. WARRANTY Full live years on unit (lamps not included). TO 15 min. Time Delay' LX Laser activation of manual rest via handheld remote laser tester. RLT (sold separately), OR Damp Location Rating LS Less Selt-test of lamps. Only available on 24W unit' 11190 Manual 90 minute test. Only available on 24W unit. ACCESSORIES RLT Remote Laser Tester PV31 Polycarbonate vandal Shield CAXRMB Mounting Bracket for Tmss, 6' bolt W05 Wire Guard NOTES: 1) For black finish substitute'Ws' in catalog number with 'Bs'. (Example CAXR61_2486) 2) Cannot have LS and TO options together on unit CATALOG NUMBER VOLTAGE WATTAGE WHITE BLACK 111dNEA09 HALOGEN 6 VOLT 6 CAR1W6 CAR1B6 1 6 VOLT a CAR1W9 CAR1B8 1 6-VOLT 12 CARIWI2 CAR11112 I &-VOLT 20 CARIW20 CARIB20 1 12-VOLT 12 CAR121W12 CAN121612 1 12-VOLT 20 CAR12IW20 CAR1211320 I CA SINGLE REMOTE LAMP HEADS The CA remote is a truly compact remote utilizing a MR16 famp. The CA remote is the perfect match when operating a remote with the CAX unit or the CCAX combo. This remote is also designed with one flat side that will allow for mounting two single remotes together (Hardwire by others: Threaded nipple & 2 locknuls). Job Name: Type: _ Voltage: 9 iirrcPhiibo ivv emergency lighting CAX Series High Output COMPAC® Thermoplastic Emergency Unit SPECIFICATIONS , Il ELECTRONICS All units are STANDARD with ;,�C self- diagnostic/self-testing circuitry. The ; tcsi management system controls test parameters within the embedded micro -controller to verify that all system components are functioning properly. This is accomplished using various system checks on a continuous basis, as well as hourly and monthly tests. Several manual tests can also be initiated or cancelled at any time by pressing the lest switch. During automatic sell -test or manual test the green AC status indicator will flash. Any malfunction is immediately reported via the appropriate external LED indicators. tc' complies with all of the latest UL924 and NFPA 101 requirements lot self- diagnostics/self-testing operation. For complete details on many of the exclusive features that the . system offers, including the correction of input wiring errors before applying power, refer to specification sheet ERC2001.1. ear TESTING SPECIFICATIONS Automatic Test: The system charger and lamps are continually being controlled via pre -determined parameters Specific to each model configuration, auto- matically. The battery is controlled via a true open circuit lest each hour after initial installation Every thirty days the ""- System illuminates lamps under load for 30 minutes, simulating a power outage with a true "charger Off' condition, without affecting long-term battery life. This is above and beyond the requirements of the National Electric Code and /or the National Fire Protection Association, which only requires a full load 30 second test once each month. This gives you unequaled control and confidence, knowing you are meeting self -test code requirements each and every month. Fault Indications: Four LED indicators provide visible indication of system status: Manual Test: A manual test switch allows lot the " c'1 system to perform the fallowing tests at any lime; Press Button: Once-5 second, charger off, no load Twice-60 second, charger off, lamps on Three-30 minute, charger off, lamps on' 6 second hold -fully reinitializes microprocessor Pressing once during any test will cancel/abort testing. With M90 option, three presses will perform a 90 minute lest. AC/Green Char er ed Batt/Red Lamp/Red Status Fault Action N AC k Nnne F Peirformino Test None ON F F F Incorrect AC supply voltage Correct Input trafta etry ON F Charger fault Replace circuit ON F Battery disconnected/fault Check connection or replace batter ON F Lamp disconnected or bad Press manual test once to determine bad lamp/replace lamp ON=On Steady F=Flashing OFF=Blank DIMENSIONS (162.1 mm) (320.7mm) Depth: 5.1/2' (130.3mm) Xtesl STATUS INDICATOR PANEL LCH -TEST LAMPS ERC mcPhitben Lighting 776 Sovlh Giv, Sueel • IWelo. Ossm OD: 38e04 • PH 166216e2 7212 • FAX. (662; EA1 5501 Day-Britl;n i fighting xwna'LlrgNiuglNn Canadian Division a Genlyle company III Dim - bladm®, Onw - Carona LOP IWa . PH'. 1905)291-9570 • FAX 190'i1294 9e11 0200612-05 D8 DAY-9RITE LIGHTING RESERVES THE RIGHT TO MAS CIWIGES YATHOUI NOTICE. ■�r�cPhilben� ----- - - — emergency lighting z CIJ�TM CODES AND STANDARDS UL Listed to Standard 924. NFPA 101 (Lite Safety Code) NFPA 70 (NEC) All units are UL listed for damp location as an optional feature. VOLTAGE INPUT 1201277 VAC selectable inpul. FINISH Units are available in white or black finishes. HOUSING Low profile, snap-logether quick mount design. Flame rated, UV stable ABS thermo- plastic housing. EXIT' INSTALLATION Universal mounting (wall, ceiling or end — canopy provided). Canopy not required lot flat wall mount (electronics contained inside housing). Optional pendant accessories avail able. Pop -out chevron directional indicators are easily removed when required. Exit sign mounts up to a standard 4" square outlet box LAMPS Bright red or green energy efficient LED lamps. Uniform 6" letter illumination (3/4" stroke). Long-lile LED's have an expected life of 10 years BATTERYIELECTRONICS Maintenance -tree nicad battery. Standard emergency electronics provide a stale-of-lhe- arl sell-test/sell-diagnoslic circuit. Features an exclusive system that aids in correcling wiring mistakes by checking power and wiring before applying a load to system com- ponents. All emergency units have built-in circuitry proteclion/low-voltage battery dis- connect and transformer isolation. Solid slate charger, test switch and green LED AC status indicator, along with three red fault indicators. CATALOG NUMBER (Example: CXXLIRM FAMILY NUMBER PANEL COLOR HOUSING OPTIONS OF FACES CRLBR CXL - LED (AC only) 1 - Single Face R - Red W - While CXXL - LED Emergency with 3 - Universal G - Green B - Black Most Diagnostics Footnotes: 'For use with AC only exits, 'For use with Emergenry, exits. 'Ncl to be used in conjunction with FI option. 'For Emergency operation, DC external backup power. 'Nat to be used in conjunction with F, 2C or FI option. 'Mull order pendant assembly separate. ACCESSORIES (ordered separately) CXLSPWR Stencil lace. while panel with red lens CXLSPWG Stencil lace, while panel with green lens CXPMC Pendant Mount Canopy CXPA12W Pendant Assembly, Rigid Canopy. 12' Stem While' CXPA12B Pendant Assembly. Rigid Canopy, 12' Stem Black" WG4 Wire Guard Stem lengths awilable. 12'.18 24", 30". 36' and 48" Job Name: Type: _ Voltage: PL - Fire Alarm Flashing Interface' F - Flasher' 2C - 2 Circuit Input's BC - DC External Backup (6- 12V)"' BR - Damp Location Rating SA - Salida FB - Flashing/Audible Buuer Alarm N 1'P1 M R N n D Cl 0 CD m 3 0 Q n� rn 0 Ill x IT N 6 X t mcPh11bowf — — -- — — emergency lighting CXX SERIES COMPAC° Thermoplastic LED Exit SPECIFICATIONS '" ELECTRONICS All battery units are STANDARD with sell diagnostic/self-lesting circuitry. The "management system controls test para- meters within the embedded micro-conlroller to verify that all system components are func- tioning properly This is accomplished using various system checks on a continuous basis, as well hourly and monthly tests. Several manual test can also be initiated or cancelled at any time by pressing the test switch. During automatic self-tesl or manual lest the green AC status indicator will flash. Any mal- function is reported via the appropriate external LED indicators. "° complies with all the lat- est UL924 and NFPA 101 requirements for self diagnostic/ self -testing operation. For complete details on many of the exclusive features that the %''"' system offers, including the correc- tion of wiring errors before applying power, refer to specification sheer ERC2001.1. INSTALLATION The signs mount to a 4 inch octagon or square outlet box. Signs that are back mount- ed to a wall require no canopy. Punch out concealed knock outs on back plate Ceiling and end mounted signs require a canopy (provided with each sign). Canopy mounts to outlet box via mounting plate (provided with each exit sign). Exit housing snaps to canopy. WARRANTY Full five year warranly on unit. DIMENSIONS CXX SERIES STATUS INDICATOR PANEL 1 (41.3mm) x wk• i L:Xl :T (222.3mm) II I A �. F 12-578" —I (Note. II required. canopy is 6.1/2' x 5.1/4' x 7/8') 1" TESTING SPECIFICATIONS Automatic Test: Manual Test: The system charger and lamps are continually being controlled via pre- A manual test switch allows for the system to perform the follow - determined parameters specific to each model configuration, automati- ing tests at any time: cally. The battery is controlled via a true ooen circuit test each hour after Press Button: initial installation. Every thirty days the %0ee System illuminates lamps Once— 5 second, charger off, no load under load for 30 minutes, simulating a power outage with a true charger Twice— 60 second, charger off, lamps on off condition, without affecting long-term battery life. This is above and Three — 90 minute, charger off, lamps on beyond the requirements of the National Electric Code and/or the 6 second hold — fully reinitializes microprocessor National Fire Protection Association, which only requires a full load test Pressing once during any test will cancel/abort testing once every month. This gives you unequaled control and confidence, knowing you are meeting self -test code requirements each and every month Fault Indications: Four LED indicators provide visible indication of system status: AC/Green Charger/Red BattlRed Limp/Red Status/Fault Action ON AC Power is on/0 None F Performing Test None ON F F F Incorrect AC supply voltage Coirecl input voltage/Ret ON F Charger laull Replace circuil ON F Bade disconnected4aull Check connection or re lace bade ON F Lamp disconnected or bad Press manual test once to determine bad lamp/replace lamp ON=On Steady F=Flashing OFF=Blank mcPhilben Lighting ERUPILIKE7765oulhGreenSliael-Tupelo.Miussippi3MsPH(562)842-7212-FAX:(662)8415501 I Day-BY11WLighting w =ligNing.= a Genlyre company Canadian Division 0200512-0506 109 6 u11ockOw-Madhm. Onlano - Caeca OR1W4-PH. 1905)294-9570-FAX . i90S1294-9a11 DAY BRITE LIGHTING RESERVES THE RIGHT TO MAKE CHANGES WITHOUT NOTICE. �.X Z ff1M=Phllben® TM ---emergency lighting ,c%St The mcPhilben CCHX Series combines a state of the art sell-diagnoslic circuit <EXIT with an appealing new style in combo design and unequaled flexibility. Unlike any other combo, the CCHX Series utilizes a one piece housing with internally designed lamp heads. This makes the CCHX unit the smallest overall combo on the market today. The contemporary round corner styling and rugged ABS housing enables it to blend with any decor. It also provides for a combo that is less obtrusive than other units. It Utilizes 5 or 10 wall MR11 lamps, which are set on the vertical axis to achieve maximum lumen output and the option of two battery capacities. The CCHX Series has the Ilexibility to operate various — remote lamp head configurations, with up 10 22 watts of remote power in exit only models. CODES AND STANDARDS UL listed to 924 standard. Complies with NFPA 101, NEC, BOCA and OSHA standards. VOLTAGE INPUT 1201277 VAC selectable input. FINISH All units are available in white or black. HOUSING Flame rated, UV stable, ABS thermoplastic housing. INSTALLATION Snap -together quick mount design. Wall or ceiling mounted only. Mounts up to a Stan- dard 4" square outlet box. PERFORMANCE Input power requirements: 12 watt unit 0.114 amps (120VAC) 0.054 amps(277VAC) 22 watt 0.118 amps (120 VAC) 0.056 amps (277 VAC) CATALOG NUMBER (Example: CCHX151RW) LED LAMPS Available with bright red or green energy effi- cient LED lamps. Providing uniform illurl tion. LED's have an expected file of 10 years. EMERGENCY LAMP HEADS Standard units contain 5 wall, 6 volt MR11 lamps. An optional 10 watt, 6 voll MR11 is available for increased lumens. Lamps can be rotated 180 degrees horizontally and are on a fixed vertical axis lot maximum light distribu- tion. The lamps may be adjusted or replaced without the need to remove the faceplate. BATTERY 6v maintenance -free lead calcium battery. Provides for 90 minutes of emergency power and has an estimated service life of 10 years when operated at an ambient temperature of 65°F (19C) to 85°F (30C). ELECTRONICS All combo units are standard with ; self-diagnoslics/sell-lesting circuitry. The 'Ies management system controls test parameters within the embedded micro -con- troller to verify that all system components are functioning properly. This is accom- plished using various system checks on a continuous basis, as well as hourly and monthly tests. Several manual tests can also be initiated or cancelled at any time by press- ing the test switch. During automatic self -test or manual test the green AC status indicator will (lash. Any malfunction is reported via the appropriate LED indicators.complies with all the latest UL924 and NFPA 101 requirements for sell-diagnostic/self-testing operation For complete details on many of the exclusive leatures [hat the '' system otters refer to specificalion sheet ERC2001.1. WARRANTY Full five years (lamps not included). PATENTED CAPACITY 8 NUMBER PANEL HOUSING OPTIONS FAMILY LAMPS OF FACES COLOR COLOR CCHx - LED Combo 15 -12W with 5W lamp heads 1 - Single Face` R - Red IN - While FI - File Alarm Flashing Inledace with xte51 Sell- 25 - 22W with 5W lamp heads 3 - Universal' G Ginn B - Black OR - Damp Location Rating Diagnoslics (12 wall remote capacily) LX - Manual lest aclivation via 20 - 22W with low lamp heads Remole laser tester' El - Exit only with 12W temple TO - Time Delay (15 min)" capabilily (no lamp heads) Foainalm: Provided ace plate and ¢rpx F - Flasher LS -Less Sell -Test of Lamps" E2 - Exit only with 22W remote malCanopy capability (no lamp heads) 'Refer to spec shed ERC20g1.1 for details. 'Carol tow LS and TO options logeller on cemoo. ACCESSORIES CCHCAROPY Canopy for allowing single lace combo to be mounted to ceiling WGA Wire Guard CCHSPWR Stencil face plate. white, with red diffuser CCHSPWG Stencil face plate, white, with green diffuser BIT Remote Laser Tesler NOTE: Marching huddles available - reler to spec sheet ERA6015.2. Job Name: Type: _ Voltage: CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG-1-C PROJECT NAME NEW LIFE CHRISTIAN FELLOWSHIP DATE SEP 11, 2007 PROJECTADDRESS 1310 CLEGG STREET, PETALUMA CA PRINCIPAL DESIGNER - LIGHTING suitel6 ELECTRICAL ENGINEERING TELEPHONE 707-522-8175 Building Permit DOCUMENTATION AUTHOR suitel6 ELECTRICAL ENGINEERING TELEPHONE 707-522-8175 Checked by/Dale Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS AUG 29, 2007 BUILDING CONDITIONED FLOOR AREA 25,684 sft I CLIMATE ZONE 3 BUILDING TYPE % NONRESIDENTIAL HIGH RISE RESIDENTIAL I HOTEL/MOTEL GUEST PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION I x I ALTERATION METHOD OF COMPLIANCE I COMMON LIGHTING PERFORMANCE I COMPLETE BUILDING X ARF CATEGORY TAILORED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24. Pans 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation oreoarer herebv certifies that the documentation is NORM VACHON, PROJECT MANAGER I /I/111.1k f ISEP 11, 2007 The Principal lighting designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable parts of Sections 110. 119. 130-132, 146, and 149 of Title 24, Part 6. ❑X The plans and specifications meet the requirements of Pail 6 (Sections 10-103a). Fx The installation certificates meet the requirements of Part 6 (10-103a 3). MThe operation and maintenance information meet the requirements of Part 6 (10-103). Please check one: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) �1c I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person V responsible for its preparation; and that I am licensed in the State or California as a civil engineer or electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 siness and Professions Code by Section 5537.2 or 6737.3 to sign this *44 document as the person responsible for its preparalio ,and [hat I a a licensed contractor performing this work. 1 affirm that I am eligible under Division 3 of the Bu es nd Profe ions Coda to sign This document because it pertains to a structure or type of work described as exempt pursuant to Business d Prof sl Code Sections 5537, 5538 and 6737.1. Ambles — TERRY SZALAI, P.E. �x Indicate location on plans of Note Block for MandStory Measure EP 11, 2007 ]CA E15547 EXP SHEET ET24.1 LIGHTING COMPLIANCE FORMS AND WORKSHEETS (check box If worksheet Is included) X LTG-1-C, Parts 1 of 4 and 2 of 4 Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals LTG-1-C, Part 3 of 4 Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed X LTG-1-C. Part 4 of 4 Certificate of Compliance. Part 4 of 4 submittal is required when lighting controls are installed X LTG-2-C Indoor Lighting Schedule LTG-3-C Portable Lighting Worksheet °•' LTG-4-C Lighting Controls Credit Worksheet a L.I/ X LTG-5-C Indoor Lighting Power Allowance LTG-6-C ITallored Method Worksheet LTG-7-C Room Cavity Ratio Worksheet LTG-8-C Go htin Systems Method Worksheel 1 •� �-. LTG-9-C ine I a Tra I,ng at v e OLTG-4-C O ns a LT -C ig orks Cha Ou l�llling and Signs Chapter) pa beeera] o nine wedandare September 2005 �®rdp 1�I�I�-n oral co IrllaaCa with LTG1C7 the luu orm codes and ordinances as adopted by thajllrisdiction. ROVAL CO NDSD rlaad cipal Plan Reviewer Date ICERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG-1-CI NEW LIFE CHRISTIAN FELLOWSHIP SEP 11. 2007 INSTALLED LIGHTING, CONDITIONED SPACES (From L PORTABLE LIGHTING (From L LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From L CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING INSTALLED LIGHTING, UNCONDITIONED SPACES (From L LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From L UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES COMPLETE BUILDING METHOD (from LTG-5-C) ❑X AREA CATEGORY METHOD (from LTG-5-C) TAILORED METHOD (from LTG-5-C) ALLOWED LIGHTING PERFORMANCE METHOD COMMON LIGHTING SYSTEM (from LTG-8-C) INSTALLED WATTS ALLOWED WATTS ALLOWED INDOOR LIGHTING POWER FOR UNCONDITIONED SPACES (from LTG-5-C) OWatts IMANDATORY LIGHTINGMEASURES D LIGHTING AND DAYLIT AREAS MANDATORY INDOOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL TYPE (Auto Time Switch, Dimming, Photosensor, etc.) X If Control Is for Daylighting NOTE TO FIELD CONTROL LOCATION (Room p, Area If or Description) CONTROL IDENTIFICATION SPACE CONTROLLED Lists the location of controlled lights GENERAL AREAS, LCP- LOW -VOLTAGE ALL AREAS AUDITORIUM, CONTROL CORRIDOR LS LV OVERRIDE ALL AREAS SWITCH 2005 Nonresidential Compliance Forms September 2005 LTG1C2 CERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG-1-C PROJECT NAME I DATE NEW LIFE CHRISTIAN FELLOWSHIP SEP 11, 2007 Designer: This form is to bet used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e., the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition, a Certificate of Acceptance, MECH-I-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates and operating and maintenance information meet the requirements of Section 10-103(b) and Title 24 Part 6. Test Description Test Performed By: X LTG-2-A: Lighting Control Acceptance Document Occupancy Sensor Acceptance CONTRACTOR Manual Daylight Controls Acceptance Automatic Time Switch Control Acceptance Equipment requiring acceptance testing: X ]LTG-3-A: Automatic Daylighting Controls Acceptance Document CONTRACTOR Equipment requiring acceptance testing: 2005 Nonresidential Compliance Forms September 2005 LTG1C4 INDOOR LIGHTING SCHEDULE (Part 1 of 2) LTG-2-C PROJECT NAME NEW LIFE CHRISTIAN FELLOWSHIP DATE S E P11, 2007 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES I Luminaire Lamps/Ballasts Installed Watts A B C D E F G H 1 J Name Type/Description Lamp Type p of lamps per Luminaire Watts Per Lamp 4 of ballasts per Luminaire Walls per Luminalre Y if CEC default N of Lum. Installed Watts (G x 1) FA'I 36" PENDANT MOUNT CFL CFL40 6 40 1 204 x 4 816 — FA2 6'-6" PENDANT MOUNT CFL CFL32 16 32 1 608 x 1 608 . FB1 8" RECESSED DOWNLIGHT 32PLT 1 32 1 35 x 4 140 — FB2 8" RECESSED DOWNLIGHT 32PLT 1 32 1 35 x 4 140 _ FB4 8" RECESSED WALLWASH 32PLT 2 32 1 69 x 10 690 — FB5 8" RECESSED DOWNLIGHT 32PLT 2 32 1 69 x 5 345 FC1 4'-0" SURFACE MOUNT STRIPLIGHT F28T5 1 28 1 34 x 30 1020 • FC3 8'-0" INDUSTRIAL STRIPLIGHT F28T5 4 28 1 124 x 23 2852 FC4 4'-0" INDUSTRIAL STRIPLIGHT F28T5 2 28 1 62 x 10 620 FC5 4'-0" SURFACE MOUNT STRIPLIGHT F28T5 2 28 1 62 x 13 806 - FD1 2'-0" FLUORESCENT TROFFER F14T5 2 14 1 32 x 5 160 FD2 4'-0" FLUORESCENT TROFFER F28T5 2 28 1 62 x 26 1612 -- FD3 4'-0" FLUORESCENT TROFFER F28T5 3 28 1 93 x 24 2232 _ FE1 4'-0" FLUORESCENT WRAP F28T5 1 28 1 34 x 3 102 FE2 8'-0" FLUORESCENT WRAP F28T5 4 28 1 124 x 2 248 "- FE3 8'-0" FLUORESCENT WRAP F28T5 2 28 1 62 x 4 248 — MHt 28" METAL HALIDE DOWNLIGHT MH 1 400 1 461 x 16 7376 — Al 8" SURFACE DOWNLIGHT PAR 38 1 250 0 250 x 25 6250 B1 6" RECSSED INCANDESCENT PAR 30 1 75 0 75 x 3 225 — C1 TO BE SELECTED BY ARCHITECT. - - - - 60 x 2 120 — Dt TRACK LIGHTING (FROM LTG-9-C) 180 x 2 360 PAGE TOTAL 26970 BUILDING TOTAL (sum of all pages) +26970 PORTABLE LIGHTING (From LTG-3-C) +0 CONTROL CREDIT (from LTG-4-C)� ADJUSTED ACTUAL WATTSF =26970 2005 Nonresidential Compliance Forms September 2005 LTG2C1 INDOOR LIGHTING POWER ALLOWANCE LTG-5-C NEW LIFE CH.RISTIAN FELLOWSHIP SEP 11, 2007 ALL WED LIGHTIN POWER(Choose One Method) P T UILDING METHOD- CONDITIONED SPACES BUILDING CATEGORY (From Section 146 Table 146-B) WATTS PER SF COMPLETE BLDG AREA ALLOWED WATTS 000 �®ALLOWED— .-. .. ••-... :• s: 367 n•. � • ..••. `[ate •' �' A . -••. • lr j' SUBTOTAL FROM THIS PAGE;1111111=1111•'11 SUBTOTALPLUS TOTALS ••IIWIWVv TAILORED-WETHOD .1. , TOTAL� (From LTG-6- 000 Complete Building.. CATEGORY (From Section 146 Table 146-B and C) �® SUBTOTALPAGE00 SUBTOTALPLUS TOTALS 00 00 TOTAL UNCONDITIONED SPACES ALLOWED WATTS1 (From LTG-5-C and LTG-6.C) 2005 Nonresidential Compliance Forms Sepfember 2005 LTG5C INDOOR LIGHTING POWER ALLOWANCE LTG-5-C PROJECT NAME CONTINUATION DATE NEW LIFE CHRISTIAN FELLOWSHIP SHEET SEP 11, 2007 ALLOWED LIGHTING POWER(Choose OneMethod) AREA-CATEGURY••.CONDIT[O—NED SPACES 000 TableAREA CATEGORY (From Section 146 �® §&VU 91-M&97[ymu ��77�[.1ht69:I1JMAPRATER ROOM UdL.7ti17�6YY•1.Y�GZK.Itr��[KK.[G11.1KGiii1 Iti1gDF.Y:a1.Y1:i.IKt�iRK.].IG11�].] •." - -..T 1• • - ��- •R .-• SUBTOTALR •• 1 SUSTOTALS SUBTOTAL FROM THIS SUBTOTALS�Nxm� �� 2005 Nonresidential Compliance Forms September 2005 LTG5Cb I, MANDATORY MEASURES - INDOOR LIGHTING LTG-M PROJECT NAME DATE NEW LIFE CHRISTIAN FELLOWSHIP SEP 11. 2007 x Building Lighting Shut-off x IThe building lighting shut-off system consists of an automatic time switch with a zone for each floor. or r—IThe building is separately metered and exempt from the shut-off requirement. �x Override for Building Lighting Shut-off The automatic building shut-off system is provided with a manual accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. �x Automatic control Devices Certified All specified automatic control devices are certified; all alternate equipment shall be certified and installed as directed by the manufacturer. �x Fluorescent Ballast and Luminaires Certified All specified fluorescent fixtures subject to certification are certified. �x Individual Room/Area Controls Each room and area in this building is equipped with a separate switch and/or occupancy sensor device for each area with floor -to -ceiling walls. Qx uniform Reduction for Individual Rooms All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with multi -level switching for uniform reduction of lighting within the room. 2005 Nonresidential Compliance Forms September 2005 LTGM kr CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-C PROJECT NAME I NEW LIFE CHRISTIAN FELLOWSHIP DATE 'SEP 11, 2007 PROJECT ADDRESS 1310 CLEGG STREET, PETALUMA, CA PRINCIPAL DESIGNER - LIGHTING suitel6 ELECTRICAL ENGINEERING TELEPHONE 707-522-8175 Building Permit DOCUMENTATION AUTHOR suitel6 ELECTRICAL ENGINEERING TELEPHONE 707-522-8175 Checked by/Date Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS SEP 27, 2000 OUTDOOR LIGHTING ZONE (x one) I LZ1 LZ2 LZ3 I x ILZ4 FUNCTION TYPE X OUTDOOR LIGHTING OUTDOOR SIGNS INDOOR SIGNS PHASE OF CONSTRUCTION NEW CONSTRUCTION % I ADDITION ALTERATIONS STATEMENT OF COMPLIANCE This Certificate of Compliance lists outdoor lighting system specifications needed to comply with Title 24. Parts 1 and 6 of the California Code of Regulations. This cedificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accuratp a d compl te. DOCUMENTATION AUTHOR SIGNATURE I& ,f, DATE NORM VACHON, PROJECT MANAGER /� — 'SEP 11. 2007 The Principal lighting designer hereby certifies that the proposed outdoor ligliting and signs represented in this set of construction documents is consistent with the other compliance forms and worksheels, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable parts of Sections 110, 119, 130 through 132, 146. and 149 of Title 24, Part 6. Please (x) one: �X I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation: and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Businessppid.Qrofessions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business a ro sst ns Code Sections 5537, 5538 and 6737.1. (These sections of the Business and Professiops.l,�o ar0 d in lull in the Nonresidential Manual.) PRINCIPAL LIGHTING DESIGNER - NAME TERRY SZALAI, P.E. SIGN TUBE DATE 'SEP 11, 2007 LIC.N CA E15547 EXP 9/07 INSTRUCTIONS TO APPLICANT OUTDOOR LIGHTINgleOMPLIANGE 8 ORKSHEETS (x box if worksheet Is Included) For detailed instructions on the use of this and all En Kicienc tandards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. LIGHTING COMPLIANCE FORMS AND WORKSHEETS (check box if worksheet Is Included) x OLTG-I-C Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part2 of 2 may be incorporaled in schedules on the plans. Either LTG-1-C or OLTG-I-C may be used for signs as follows: 1. Use LTG-1-C if the project consists solely of indoor signs. 2. Use LTG-1-C if the project consists of indoor lighting and outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-I-C if the project consists solely of outdoor signs. 4. Use OLTG-I-C if the project consists of outdoor lighting and indoor or outdoor signs. but no other indoor lighting. X OLTG-2-C LIGHTING COMPLIANCE SUMMARY. Applicable Parts required for ALL outdoor lighting allowances (Except for Signs). X OLTG-3-C AREA CALCULATIONS WORKSHEETS. Applicable parts required for all outdoor area calculations. OLTG-4-C SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both Indoor and outdoor signs. 2005 Nonresidential Compliance Forms September 2005 OLTGICI CERTIFICATE OF COMPLIANCE (Part2 of 2) OLTG-1-C PROJECT NAME NEW LIFE CHRISTIAN FELLOWSHIP DATE SEP 11, 2007 Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power X Lighting power allowances for general site illumination on OLTG-2-C Pan 1 of 4 Not Applicable HLighting X power allowances for local ordinances or for security multipliers on OLTG-2-C Pan 2 of 4 Not Applicable X Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Pan 3 of 4 Not Applicable X Lighling power allowances for vehicle service station canopies on OLTG-2-C Pan 4 of 4 Not Applicable Sign lighting compliance on OLTG-4-C Not Applicable Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment Indicate location on plans of Note Block for Mandatory Measures X Installed lighting power has been determined in accordance with Section 13001 Not Applicable Xj All permanently installed luminaires with lamps rated over 100 walls either have a lamp efficacy of at least 60 lumens per wall or are controlled by a motion sensor - Section 132(a) Not Applicable X All Luminaires with lamps rated greater than 175 watts in hardscape areas, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of Section 132(b) Not Applicable X All permanently installed outdoor lighting meets the Control Requirements of Section 132(c)l Not Applicable X Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of Section 132(c)2 Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL IDENTIFICATION CONTROLTYPE - Auto Time SwltchlPhotosensor, etc AREACONTROLLEO NOTE TO FIELD ELECTRICAL ROOM LCP PHOTO CELL ON, TIMECLOCK OFF PARKING LOT 2005 Nonresidential Compliance Forms September 2005 OLTGIC2 U =#z 2 /_ �E ) 0 �/ /!E : 0 : t - - a - 75 k `*�! E / ! [ �a®!�:> _ � @ {«=z w U CLk} ! 2 � „ : � \ \ ��°���� - LLI km U- 0������ Q 2) CC O (k )_�¥\ \ §§§` x- - oELk : ~ 0>7 U M a m J E n r 0 0 _ N O u + N {� 0 O Q w d m Uw N a w w o N ❑� a {d W O d N " v LL E ry 2 �L U O Q O r O mT n r W W 2/ V/ C H > 0 D _O 0 =m Y r N CL Q Om J a U ° C J m Q N L► a `m Q = N J u LU 3: y E J > a w > LL z O E a W Q O r v Q A Q K 2 w M w w U a C f w i N M — J A U w 20 J w3 v L m J ❑ w � m R Z = Q m LL Q 'n C adi E ° m=; d d = .L. D C O 2 O d N m O c n d O � C d n U d v n s m - L Q m 3 n d O = C d d L U = d c o � m v C C D a d Q d d d C L d � C C d o � 1p o � u n d _ d T n '- d 6 d C N � d w C � d _ d C E � J d d � = m a O d d T dL. C O N O d d d C C D y � E d = d d O _C 0 L . d N d E N C O C " � E d d � d O mid O UL. y c V C d 3 ] d L J C C U E 2 5�= = o d N O c � u U' c `o E c L 0 0 D _ U l U K 2 y d N N U N N n E MANDATORY MEASURES - OUTDOOR LIGHTING OLTG-M LIFE CHRISTIAN FELLOWSHIP SEP 11,2007 ❑x Installed Lighting Power Installed lighting power has been determined in accordance with Section 130(c)l. I ❑x Controls for Inefficient Lighting Systems All outdoor luminaires with lamps rated over 100 watts must either: �x have a lamp efficacy of at least 60 lumens per watt. or ❑x be controlled by a motion sensor (Section 132(a)). ❑x Outdoor Luminaire Cutoff Outdoor luminaires that use lamps rated greater than 175 watts (Section 132(b)) in the hardscape areas, parking lots, building entrances, canopies and all outdoor sales areas will be required to be designated cutoff in a photometric test report that includes any tilt or other non -level mounting conditions. OControls to turnoff the lights during the day All permanently installed outdoor lighting must be controlled by a photoelectric switch or astronomical time switch that automatically turns off the outdoor lighting when daylight is available (Section 132 (c)1). Fx Controls to provide the option to turn off a portion of the lights For lighting of building facades, parking lots, garages, sales and nonsales canopies, and all outdoor sales areas, automatic controls are required to provide the owner with the ability to turn off the lighting or to reduce the lighting power by at least 50% but not exceeding 80% when the lighting is not needed (Section 132(c)2). 2005 Nonresidential Compliance Forms September 2005 OLTGM Project Name CITY OF PETALUMA Special Inspection and Testing Requirements Project Address Reinforced Concrete, Gunite, Grout and Mortar: CBC 1701.5.1 Concrete Gunite Grout Mortar Aggregate Tests Reinforcing Tests Y Mix Designs Reinforcing Placement Batch Plant Inspection Inspect Placing Cast Samples Pick-up Samples �c Compression Tests CBC 1701.5.1 and. 4 Piles Grade Beams Pre- tens Pre - cast Aggregate Tests Reinforcing Tests Tendon Tests Mix Designs Reinforcing Placement Insert Placement Concrete Batching Installation Inspection Cast Samples Pick-up Samples Compression Tests Structural Observation by Architect or Engineer: CBC 1702 Foundation Observation �X Framing Observation Final Observation X General Conformance Letters Masonry: CBC 1701.5.7 Special Inspection Stresses Used Preliminary Acceptance Test (Masonry Units, Wall Prisms) Subsequent Tests (Mortal, Grout, Field Wall Prisms) Placement Inspection of Units Permit No. Embedded Bolts or Inserts: CBC 1701.5.2 and .15 Boltllnsert Placement Inspection % Boll/Insert Tension Test % Bolt/Insert Shear Test % Epoxy Mix & Placement Observation Structural Steel / Welding: CBC 1701.5.5 and .B Sample and Test (list specific members below) Shop Material Identification Welding Inspection ' Shop >C Field Ultra Sonic Inspection _Shop _Field Y High -Stress Bolting Inspection Y A325 Shop >0 Field _ A490 _ N X F Metal Deck Welding Inspection Reinforcing Steel Welding Inspection V Metal Stud Welding Inspection C Concrete Insert Welding Inspection Struc uraI Wood: CBC 17015.15 Horizontal Diaphragms Shear Wall Nailing Inspection Inspection of Glulam Fabrication Inspection of Truss Joint Fabrication Sample and Test Components Geotechnical/Foundation: CBC 1701.5.11 and .13 )C Soils Engineer Plan Review Acceptance Letter _ Foundation Excavation Pier Holes Site Drainage X' Fill Material X Placement Inspection Y Field Density Cia X Acceptance Letter \� X Acceptance Letter Fireproofing: CBC 1701 510 Placement Inspection Density Tests Thickness Tests Inspect Batching Insulating Concrete: CBC 1701.s.g Sample and Test Placement Inspection Unit Weights Irl t✓E _ CAM, a Additional Instructions/Other Tests & Inspections:""- NOV 0 9 2007 Plans Examiner pjiCr Requir 'Ali I L •1 Contra Owner 7 City of 0� `' �G�tiu m'J P'.aF 4 Jif FRS :JNR RRCHITECTS FRX NO. :707 578 5742 Rua. 23 2007 11:25PN P2 CITY OF PETALUMA Special Inspection and Testing Acknowledgement I have read and agree to comply with the terms and X14' 4 Owner Ron Hu License Numbe• of this agreement - Date Date Special 5pection gency Date 0'(2q /o^Z X taff Engineer' icensey um er rz r I c i reaoej-- M VA4 Fabricator G Date I.C.B.O. Approval Number Geotechnical Engineer Date .Z3 0� L rise Number x/ L23/07 Architect or Engh er Record 401 es M c cq 1 I ►rW) Date Q70i1 License Number Accepted for the Building Division Date City of Petaluma Post Office Box 81 . Petaluma, CA • 94953 • (707) 778-4302 • (707) 778-4498 Fax 3 oFN To: City of Petaluma, Attn. Mr. Cliff Kendall, Chief Building Official From: Pastor Ron Hunt, New Life Christian Fellowship, located at 1310 Clegg Street August 21, 2007 RE: Demolition Permit DFC (DeCarli Francois Construction of Rohnert Park) has our written permission to apply for a demolition permit on our behalf. The work will be limited to interior area, and will not involve any weight bearing walls. Respectfully submitted, ii Ronald J. Hunt Senior Pastor c• I io-I J —ty' 6--�7 Cu�—c V f v-� h Christian r7owsbip [rive, # 857 Petaluma, CA 94954 F%onc: 707765.0956 Pax: 707.769.9659 Wc6: www.nulife.org I TITLE 24 REPORT I Title 24 Report for: 1 st Floor Remodel 1310 Clegg St. Petaluma, CA Project Designer: 15000 Inc Santa Rosa, CA Report Prepared By: 15,000 Inc. 613 4th St. Suite 203A Santa Rosa, CA 95404 (707) 577-0363 Job Number: Date: 9/12/2007 The EnergyPro computer program has been used to perform the calculations sump authorized by the California Energy Commission for use with both the Residential This program developed by EnergySoft, SEP 1 3 2007 � ���M J40V 0 9 2007 1130 C -iG Div These plans have been reviewed and are found to be in general conformance with the uniform codes and ordinances as adopted by the jurisdiction. 1.ROV REC ED etterl an o a s, Inc. Principal Plan Reviewer Date EnergyPro 4.3 by EneroySoft Job Number: h NE" {ayNurjiljec 6120 0 � TABLE OF CONTENTS Cover Page Table of Contents Nonresidential Performance Title 24 Forms Form ENV-MM Envelope Mandatory Measures Form MECH-MM Mechanical Mandatory Measures 1 2 3 13 14 EnergyPro 4.3 by EnergySoll Job Number User Number. 6120 (PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1 PT ROJECNAME DATE 1st Floor Remodel ( 9/12/2007 PROJECT ADDRESS 1310 Clegg St. Petaluma _ PRINCIPAL DESIGNER - ENVELOPE TELEPHONE - Building Permit # 15000 Inc DOCUMENTATION AUTHOR TELEPHONE Checked by/Date 15,000 Inc. (707) 577-0363 Enforcement Agency Use 20071 12, 4G TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL OF CONSTRUCTION NEW CONSTRUCTION ADDITION .FL 2 HOTEL/MOTEL GUEST ROOM �Xj EXISTING +ADDITION/ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is accurate and complete DOCUMENTATION AUTH �' SIGNATURE DA9TE ITS — �b the Principal Desig c rtifys that the proposed building design repres ed is se onslruction documedts is consistent with the other co pliance forms and worksheets, with the specifications, and with any other calculations submitted with this (permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. LTG. MECH. _ENV. n `J 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed Contractor performing this work. D ❑ 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures ENV-1 Required Forms PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE NO. DATE 15000 Inc (LIC. I LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Lighting Compliance Not In The Scope Of IsSubmittal-- Required Forms 7 PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures ,Required Forms MECH-1, MEC.H-2, MECH-3 MECH-5 (PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATU E j LIC. NO. DATE `1-m-07_ 15000 Inc. � •�� ,��i t✓�3�730 I. I EnerovPro 4.3 by EnerQvSOtl User Number: 6120 Job Number: Paoe3 of 15 ! PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF- ANNUAL TDV ENERGY USE SUMMARY kBtuls ft- r ENERGY COMPONENT Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process TOTALS: Percent better than Standard Standard Design Proposed Compliance Design Margin 6.04 1.27 7,1 68.79 27 33 � 1� r, - 30.45 7 50 I'.. 0.00 000 0.00 0 00 0.00 000 81.69 000 � �Z�n h•t': i I 45.71 000 � 0.00 000�'� «,r , 30 ;m ao- ao'.,ia m "sq 1 232.69 2110 �— ---•----�� 8.3% ( 8 3% excluding process) 7.3t� 96.13 22.95 0.00 0.00 _ 0.00 81.69 45.71 0.00 253.79 BUILDING COMPLIES GENERAL INFORMATION Building Orientation Number of Stories Number of Systems Number of Zones _(N) O d:gl 3 Conditioned Floor Area 1 Unconditioned Floor Area Conditioned Footprint Area Fuel Type 12,522 sgn 5,098 sqn o sqn 71 Nawrai Gas Orientation Front Elevation �( j{{ Left Elevation E)I Rear Elevation (s) Right Elevation (w) Total Roof Gross Area sqn. sqn. sqn. sqn. sqn sqn Glazing Area Glazing sqn sqn. soft. sqn. sqn Ratio 1,298 0 0.0% 3,304 280 8.5% 898 0 0.0% o 0 0.0% 5,50o 280]sgft. 5.10/6 12,522 0.0% Standard Proposed Lighting Power Density W/sgftAW/sqn. Btu/hBtu/h Prescriptive Env. Heat LossLjBtu/h.F Prescriptive Env. Heat Gain Btu/h-F Remarks: Run Initiation Time: 09/04/07 11:09:50 Run Code: 1188929390 EnergyPro 4.3 by Energyson User Number: 6120 Job Number: Page 4 of 15 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 PROJECT NAME DATE 1st Floor Remodel 9/12/2007 ZONE INFORMATION System Name East Zone Zone Name _ Auditorium Occupancy Type Auditonum Floor Area (sgfL) 7.896 Inst. LPD (WIsf11 '1.50C Ctrl. Credits (Wlsf)2 Allowed LPD Proc. Loads (Wlsf) Area Wa 3 Tailored /s 4 _ Unconditioned �_ Commercial, Industrial Storage2.058 10.60 _ West Zone Lounge Lounge, Recreation 992 '1.10 _ Unconditioned Commercial, Industrial Storage 3.040 '0.60 Offices Office 199 'l.20 Main Lobby Lobby, Main Entry 2.547 -1.50 — Support/Toilets Corridor/RestroomrSupport 888 '0.60 i -- Notes: 1. See LTG-2-C 2. See LTGA-C 3. See LTG-5-C 4. See LTG-6-C (items marked with asterisk. see LTG-2 -C by others) (by others) Items above require special dotumenlalion EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System "Carrier 48HJ020" includes Demand Control Ventilation per Standards Section 121. The Roof "High Roofhas been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "High Roof' has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "High Roof' has been designated as an alteration however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have boon provided by the applicant. I EnergyPro 4.3 by EnergySoft User Number. 6120 Job Number: Paae.5 of 15 1 CERTIFICATE OF COMPLIANCE ENVA-C PROJECT NAME DATE 1st Floor Remodel 9/12/2007 OPAQUE SURFACES # Surface Type Area U-Fac. Insulation Cay. Cont. Act- Azm. TilIV Joint Appendix Reference �Altered Location 1 Comments 1_{(Roof _7,896 R-3.0_ R•0.0 0 0_2A9_(E=02-A5) Auditorium Auditorium (faces Corridor 132/Foyer 2 _0,036 2,464I_0.110 R-111 R_0_0 0 90 1 New109-A2 3 4 (Demising__ Demising_ Demising 1_100 0.110 1,100_0.110 _ R-11R•0,0� R-0.01 0 0 90 90�J New 09-A2 New 1109-A2 (Auditorium (faces SW Storage (Auditorium (faces SE Storage) 5 Wall 0.041 _R-11 R�13.0 735 90Altered 09-A5 (E=09-A3L Auditorium 6 Door 42 0.500 Insul R-0.0 135 90 New28-A3 Auditorium 7 Door __ri'500 42 0.500 Insul _R-0.0 135 90 J New 28-A3 Auditorium 8 Wall 1,298 0.041 R-19 R-13.0 45 90 Altered 09-A5 (E=09-A3) Auditorium 9 Roof 99 0.036 R-30 R•0.0 0 0 Alteretl 02-A9 (E=02-A5) Lounge 10 _ Wall 564 0.041 R-191 R-13.0 135 90 Altered 09-AS (E=09-A3) Lounge 11 Wall 687{ 0.041 R-19 R-13.0 225 90 Alteretl 09-AS (E=09-A3) Lounge 12 Rooms 0.032 R-30 R-0.0 0 0 Altered 01-A7 (E=02-A5)_ Offices 13 Roof _I 135 0.032 R-30 R•0.0 0 0 J Altered 101-A7 (E=02-A5) Offices 14 Roof 2, 547 0.036 R-30 _ R-0.0 0 0 Altered 02-A9 (E=02-A5) Main Lobby__ 15 Wall 4981 0.041 R-191 R-13.0 135 90 Altered 09-A5 (E=09-A3) Main Lobby 16 Roof 15 0.032 -0.0 0 0 Altered 01-A7 E=02-A5) Su ort/Toilets Wall 99� 0.041 TR-19R-13.0�225 _ 90 Altered 09-A5 (E=09-A3) SupporUToilets _17 18 20 (Roof Wall iWall 288 0.032 I 1B9 0.041 1 117 0.041 R-19 •0.00 13.0 R-13.01 135 225 0 90 1 90 Alteretl Alteretl 1Altered 101-A7 (E=02-A5) 09-AS E=09-A3 09-A5 (E=09-A3) SupporVToilets Support/Toilets Support/Toilets More Manor epual 1010,WO Sidi It m site -built fenestration area must inGuae a label dar to Sit Issued by NFRO or provide a Uhl, uereull Label CenniWte using [Me aeteult a-mi Irom Standards Table 116-A and B. Candidate shall be filed in the Contractors drolect office Outing construction and in Me buildina manageYs office after construction # Type 1-Window Left (SE) Area 70 U-Fac.' 1.280 116-A1 SHGCZ 0.80 116-B Act. Azm.1 135 Cond. Stat. New GlazingType New Life storefront Single Metal Location/ Comments Lounge 2 Window Left (SE) � 70 1.280 116-A 0.80 1116-B 1 135 New NiflYrLife storefront Single Metal Lounge 3 Window Left (SE) 70 1.280 116-A 0.80 1116-B 135 New QW11-ife storefront Single Metal Main Lobby 4 Window Left_-�)- 70, 1.280 1 i6-A 0.80 1116-8 135 New NbWlLrfe storefront Single Metal IMain Lobby Clear _ I I (1) O.factor Type: 116-A Default Table from Standards. Table Nl-1 Dei Table Irom the ACM Manual Appendix, NFRC Labeled value. I2) SHGC Type: t 16-e Cetal Table Irom Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGCZ Window Hgt. Wd. Overhang Left Fin Right Fin Len. Hot. LExt.RExt. Dist. Len Hgt. 1 Dist. Len. Hil 1 None 0.76 1 2 I None 0.76 3 1 None 0.76 1 4 1 None 0.76 I MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACE The proposed building is In climate zones 2 through l6 and contalns an enclosed space with floor area greater than 25,000 R2. a ceiling height greater than 16 feet, and an LPD for general lighting of at least 0.6 Wi See Section tba(c). If this Dos Is chectled. Earl must be filled out when submitting under the Pre"rlptiva Compliance Approach. I Enerol 4.3 by Energy60fl User Number. 6120 Job Number. Pace of 15 1 CERTIFICATE OF COMPLIANCE ENVA-C PROJECT NAME DATE 1st Floor Remodel 9/12/2007 OPAQUE SURFACES rr # 21 Surface Type Roof Area 156 U-Fac. 0.032 Insulation Calif. Cont. R-30 R-0_0 Act. Azni 0_I Tilt 0 Coll Status Altered Joint Appendix IV Reference 01-A7 (E=02-A5) Location / Comments Support/Toilets 2322 all W_ Roof 189 0.041 288 0.032 R-19 R-30 R-13.0 R-0.0—u—I_0_ 135511 90 f Altered Altered 09-AS E( 09-A3)_ 01-A7 E( 02-A5)_ Supporuroilets Support/Toilets I I I I I �I I I I I I I I I Li —1 MOM than or equal to 10,000 Sq flof site -built fenestration area must include a label ceNficate either issued by Ni or provide a CEC Default Label Cenincate using the default U sectors from Standards Table 116-A and B. Cendreate shall be filed in the contractors omiect office durinO construction and in the bunk ino mariners office after construction L # Type Area U-Fac' Act. Am._SHGC2 A. Cond. Stat. Glazing Type _Comments Location/ I I I I I I (I� U factor Type. 116-A Default Table from Standards. Table NI.1 Default Table Imm the ACM Manual Appendix, NFRC Labeled value. (2 SHGC Type. 16-e Default Tame from Standards. COG Center of Glass, Ni Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. Hat. Dist. Len. Hgt. I _ I I I I I I 1 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building is In climate some 2 through 15 and contains an enclosed apace with floor area greater than 25,111011 a ceiling height greater than 16 And, and an I for general u turning of at least 0.5 Wi See Section 1431c). N this box is checked, ENVJ-C must be Ailed out. when submitting under the Prescriptive Compliance Approach. EnergYPM 4.3 by EnemySoft User Number. 6120 Job Number. Pone.7 of 15 1 CERTIFICATE OF COMPLIANCE MECH-1-C PROJECT NAME (DATE 1st Floor Remodel 2/2007 This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-I-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates, and operatinq and maintenance information meet the requirements of Section 10-103 b and Title 24 Part 6. STATEMENT OF COMPLIANCE f MECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testing Test required on all New systems bath New construction and Retmbt. [] MECH-3-A: Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing j Test mquired on all New systems both New Consuucren and Retmbl. MECH-4-A: Air -Side Economizer Acceptance Document Equipment requiring acceptance testing Test requited on all New systems both New Construction and Rarebit units with economizers that are installed at the factory and certified with the commission do not require equipment testing but d0 require mnsfmchon inspection. ❑ MECH-5-A: Air Distribution Acceptance Document Equipment requiring acceptance testing This test required! It the unit serves 5, 000 172 of spare or less and 25%or more of the ducts are in concondisoned or semiconchhonea space like an antic . New systems that meet the above mquiremenh. Rendix systems that meet the above mquimments and either extend ducts, replace dues or replace the packaged unit. ❑ MECH-6-ADemand Control Ventilation Acceptance Document Equipment requiring acceptance testing All new DC metals installed on new or existing packaged systems must ce tested. ❑ MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing All new VAV fan volume controls installed on new or existing systems must be tested MECH-8-A:-Hydronic System Control Acceptance Document -Variable Flow Controls Apples to cllakd and hol water systems -Automatic Isolation C onttoIS Applies to new boilers andcllillers and the primary pumps am connected to a common header. -Supply Water Temperature Reset Controls Applies to new constant flow chilled and hot water systems that have a design cads oty greater than or equal to 500,000 atuAir -Water-loop Heal Pump Controls Applies to all new watetlonp heat pump systems where the combined Ibdp pumps are greater than 5 hp. -Variable Frequency Controls Applies to all new distribution pumps on new variable flow chilled. bydmnic heat pump or condenser water systems where the pumps motors are greater then 5 hp. Equipment requiring acceptance testing EnergyPro 4.3 by EnergySoft User Number 6120 Job Number. Page:8 0115 AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C ITEM OR SYSTEM TAG(S) Number of Systems T-24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control OP Sensor Location Supply Pressure Reset (Doc only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance East Zone West Zone 2 1 Reference on Plans or Specification 1 112(a) 82%AFUE 82%AFUE 112(a) 11.5 EER 11.5 EER 112(b) n/a n/a 112(c), 115(a) n/a n/a 121(b) No No 121(b) 2569 cfm 1300 cfm 121 c No No 121(c) Yes No 121(), 122 a Programmable Switch Programmable Switch 122(a) Heating Required Heating Required 122(t) Auto _ Auto 122(g) n/a n/a 123 124 R-0.0 R-0.0 1a4 a 8 b n/a n/a 144 (a & b) 320,000 btuh 206,000 btuh 144 a & b n/a n/a 144 a 8 b)_ 376,194 btuh 150,324 btuh 144 Lc) Constant Volume Constant Volume 144 (c) 144 No No 144 d No No 144 Fixed Enth Integrated Fixed Enth (Integrated) 144 Constant Temp Constant Temp 144 (Q Constant Temp Constant Temp 144 (k) No Na 1: For each central and single zone a.r systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificalons per footnote 1. 3: Enter Yes if System is: Constant Volume. Single Zone, Serves a 5,000 sqh, Has > 25 % duct in unconditioned space. Duct sealing is required for Prescriptive Compliance. see PEFF-1 for performance method duct sealing requirements. MECHANICAL VENTILATION MECH-3-C NAME :-1,W 9/12/2007 PRESCRIPTIVE REHEAT LIMITATION (Section 144(d ) MECHANICAL VENTILATION Section 121 b 2 AREA B _ o r/fDn T o w O BASIS C y c e-T 0 p °0 OCCUPANCY BASIS VAV MINIMUM A ZONE/SYSTEM D ,v3 mD� O; m —y 3 _E ac oc,.3 a df 0� g F a m� O „pi G S 03 •a� TO'Mrl ...a ^ 3 H o3rn oO O v Li�< — Y I Ao T=w 3 n1 D� - J No m� Tryl^ 3C O a0 gm K Tm y O . P r� L xn o3x OyOj f� O 3 `� M m a' O'S wP D N '^ A D - Auditorium 7,8 1.07 8,449 8,449 2,569 5,880 East Zone Lounge 992 0.50 496 Total 8,449 496 2,569 247 249 Offices 199 0.15 30 30 39 Main Lobby 2,547 0.15 382 382 115 267 Support/Toilets 888 0.15133 133 900I _ West Zone _ _ I Total 1,041 1,3001 � I I _ I I C Minimum ventilation rat. per Section 121 Table 121-A E _ Based on fixed seat or the greater of the expected number of occupants and 50%of the CBC occupant load for egress purposes for spaces without fined sealing. H Required Ventra6on Air (REO'D V A.) is the larger of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (column D or G). _Must be greater than or equal to H, or use Transfer Air(column N) to make up the diderence. J Design fan supply chn (Fan CFM) x 30%; or K Contlition area R sq.) x 04 c1mXt. sq., or L Maumum of Columns H. J. K. or 000 chn _ M This must be ism than or equal to Column L and pRdle! Ihal or equal to the sum 01 Columns H • N. N Transfer air must the provided where Ins Required Ventilation Air (column I) is greater than the Design minimum Air (column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (column I) and me Design Minimum Air (column M), column H M. I EnergyPro 4.3 by Energy5oM User Number: 6120 Job Number: Page: 10 of 15 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5-Cl NAME 1st Floor Remodel _ CHILLER AND TOWER SUMMARY Equipment Name Equipment Type Cry. Efficiency Tons PUMPS Tot. Cry GPM BHP Motor _EH. Drive Elf. _ Pump Control DHW / 1301LER SUMMARY Energy Factor or RE I Standby TANK INS_UL. Loss or ExL Pilot R-Val. System Name System Type Distribution Type Oty Rated Input Vol. (Gals.)_ Condition Status MULTI -FAMILY CENTRAL WATER HEATING DETAILS _ Control Hot Water Pum # HP Ty a Hot Water In Plenum Piping Length (ft) Outside Buried Add 112" Insulation CENTRAL SYSTEM RATINGS HEATING COOLING Cutout Efficiency Condition Status Economizer Type System Name_ _system Tye O Output Aux. kW Eff. Carrier 48HJ020 Carrier 48HJ017 Packaged DX Packaged DX 2 1 160,000 206,0�82°/I 0.0'i82%AFUE ° AFUE 214,00011.5 190,000 EER 11.5 EER New New Fixed Enth (Integrated) Fixed Enth (Integrated CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN _ET_URN.FAN System Name _ Fan Type Motor Location CFM Motor BHP Eff. Drive Eff. CFM BHP Motor Eff. Drive Eff. Carrier 48HJ020 Constant Volume Draw -Through 7,200 1.11 82.5% 97.0% none) 48 Carrier HJ017 Constant Volume Draw -Through 6,000 111 82.5% 97.0°/, —none T f Run Initiation Time: 09/04/07 11:0 0 Run Code: 1188929390 EnergyPro 4.3 by Energy5ol User Number 6120 Job Number. Page. 11 of 15 MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH-5-C ENVELOPE MANDATORY MEASURES ENV-MM PROJECT NAME DATE 1 st Floor Remodel 9/12/2007 DESCRIPTION Designer Enforcement § 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U-value according to NFRC procedures. § 118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members. EnergyPro 4.3 by EnergySok User Number: 6120 Job Number. Page.13 of 15 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME DATE 1st Floor Remodel I 9/12/2007 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies § 11 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §15(a) Fan type central furnaces shall not have a pilot light. §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. 924 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 6033 604, and 605 of the 2001 CMC Standards. Controls §122(e) Each space conditioning system shall be installed with one of the following: X 922(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours it power is interrupted; or 922(e)1B An occupancy sensor to control the operating period of the system; or §I22(e)1 C A 4-hour timer that can be manually operated to control the operating period of the system. §I22(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. §I22(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. ® §122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. §122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. 912(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 4.3 by EnergySoft User Number: 6120 Job Number. Page:14 of 15 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM NAME 1 st Floor DATE Description Designer Enforcement Ventilation §121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. §122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. §I21(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or §I21(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or §I21(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or §121(f)4 Another method approved by the Commission. Service Water Heating Systems §113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. u §113(c) Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. EnergyPro 4.3 by Energy5oft User Number: 6120 Job Number: Page: 15 of 15 0 Lemmon-Woodruff Architecture, Inc. ARCHITECTURE, PLANNING AND DEVELOPMENT September 12, 2007 City of Petaluma Building Department Attention: Cliff Kendall, Chief Building Official 11 English Street Petaluma, CA 94952 Re: Article 104.2.8 Alternate Design Method New Life Christian Fellowship Church 1310 Clegg Street Dear Cliff. - Thank you for meeting with me in your office last month for a preliminary review of the project noted above. As we discussed, I am writing this letter to formally request an alternate design method (as allowed by article 104.2.8 of the 2001 CBC) of using the 2007 CBC that will be adopted on January 2, 2008. It is my opinion that conformance with the 2007 CBC will provide a level of safety equivalent in strength and effectiveness to that of the 2001 CBC. In the past, religious uses have been generically grouped with restaurants and night clubs. As a result, churches have been over burdened with requirements that are more applicable to higher hazard occupancies. The 2007 CBC has specific conditions, allowances, and exceptions for church assembly occupancies reflecting their lower hazard level. The 2007 CBC will be the adopted building code when the notice of completion for this project will be filed. Also the 2007 CBC reflects the impeccable safety record of buildings equipped with fire sprinkler systems. . Per your request we have noted on the title sheet that this building is designed to conform with the 2007 CBC and that this is an alternate design method. All code references made on drawing sheets G0.0, G1.0, G1.1, and G1.2 reference the 2007 CBC. No specific 2007 CBC requirements have been selectively "cherry picked". The entire building is designed to conform with the 2007 Building, Mechanical, Fire, and Electrical Codes. Given the extensive and lengthy review process of the 2007 IBC and the adoption process for the 2007 CBC, these code requirements provide an established standard for providing a safe environment for the buildings occupants well into the future. I would also like bring to your attention our proposed accessible path of travel for Ww"ONEDr utilizing the public sidewalks to access the Configuration of the existing building and the loc tion SEr,t I on we propose the following solutiov�Fiis , mP ou"te pv 826 St. Helena Avenue, S to R Tel: 707-578 6393 L1Ft", www lwcrch.com building site. Given the site be main entry on the "rear" 1 irtUt\dua .."W� utilizing public transit we are providing a new access ramp on the north elevation (facing Clegg Street) that provides direct access the main foyer of the office and classroom wing. This provides the shortest access path for pedestrians while minimizing conflicts with vehicular access routes. Second, due to the existing site topography and parking locations we are providing four accessible parking stalls adjacent to the entry foyer of the main auditorium. We feel that our proposed solution provides the safest, most convenient, and non-discriminatory means of accessing the building for both vehicle users and pedestrians. If you require any additional information to complete your review and consideration of this matter please contact me at your earliest convenience, and I will expedite your request. We look forward to your favorable consideration of this matter. 310 17th St Oakland, CA 94612 510-839-1760 - 839-2085 fax kimblackseth@maacom Kim R. Blackseth, Interests, Inc August 22, 2007 Mark Friedman Consultant Sent by Email Re: 1310 Clegg St, Petaluma, CA Disabled Access Report Dear Mr. Friedman: At your request, I reviewed the plans for the New Life Christian Fellowship project located in Petaluma, CA. We surveyed for compliance with State of California's Title 24, Building Code (CBC), with the California Amendment< and the federal Americans with Disabilities Act of 1990 (ADA), as they relat to physical disabled access. I found the design development drawings to be in general compliance with the 2001 edition of the CBC and ADAAG, with the exception of minor restroom and parking details were not reflected on the plans. As we discussed, it is expected your architect will refer to the appropriate typical detail drawings in Chapter 11, and then the plans will be in substantial compliance. Report Limitations -Iqmw The report was created to provide our best opinion on the required state and federal access requirements for this property. The report does not (and can not) indemnify you from every possible interpretation of these codes or any future access lawsuit brought by a party that disagrees with these opinions or is just wrong in their allegations. However, we are confident that the report does provide the information, that when implemented, will bring you into substantial compliance with the applicable codes and requirements and provide significant protection against future access problems. RECEIVED �. l .� ProfaU&npl agVs and strategies for disabled access \f zJ dU1LD1�IQ DIV. ' u j � j, August 22.2007 Page 2 Yours truly, Kim R. Blackseth, [CC, ACD State of California Building Standards Commissioner (2006-2007) California Board for Professional Engineer and Land Surveyors (2007) International Conference of Building Officials # 1085694-12 Academy Certified Diplomate ICC Certified Accessibility Inspector/Plans Examiner #20112 Member of the Western Region Master Builders Association California General Building Contractor # 363311, since 1978 Member of the Marin Builders Exchange August 22, 2007 Page 3 UALIFICATIONS The complexity of the various California Building Codes, Title 24, Americans with Disabilities Act, Fair Housing Act and HCD regulations can be staggering. The research and coordination necessary to advise consumers, employers, business owners, architects, municipalities and the legal community has become a highly specialized task. My firm, Kim R. Blackseth, Interests has been providing these skills for 1.6 years. We have nationwide experience and a reputation for timely, accurate work. I bring 18 years of varied corporate, commercial real estate, architectural and building experience to this field. 1 was a Vice President of Corporate Real Estate with Bank of America for five years. Previous to that, I was with Bechtel Corporation in San Francisco. During the two years prior to the establishment of Kim R. Blackseth, Interests, I was with Gensler & Associates, the nation's largest interior architect, developing their ADA and California Title 24 capabilities. AFFILIATIONS Governor Schwarzenegger appointed me to the California Building Standards Commission (CBSC) in 2006. The CBSC is responsible for all building code requirements, language and modifications, including the disabled access provisions of the California Building Code. My term as Commissioner ran from 2006 — March 2007. I was honored by CALBO (California Building Officials) in March 2007 with the Presidents Special Recognition Award for "Efforts to Improve Public Safety and Disabled Access for All Californians". I am a current member of the State of California's Accessibility Focus Group for the State Fire Marshall (OSFM). Additionally, I currently serve on Housing and Community's (HCD) Accessibility Advisory Committee. Governor Schwarzenegger appointed me to the California Board for Professional Engineer and Land Surveyors in June 2007 and I'm a current member. I am ICBO (International Conference of Building Officials) and International Code Committee (ICC) certified in Disabled Access Building Code/Accessibility issues. I am certified in Disabled Access /Accessibility issues by the California State Lottery (they have a separate access program). August 22, 2007 Page 4 1 served on the Marin County Planning Commission for 10 years, four years as Chairman. I was appointed to the Airport Land Use Commission in 1984 and the Board of Building Permit Appeals in 1982. 1 have been active in the disability community for years as President of the Board of Directors for the MCIL, a statewide disability organization. I am Academy Certified Expert by the American Academy of Certified Consultants. My firm is an avid supporter of the Miami Project to Cure Paralysis. The American Paralysis Association for distinguished service recognized me in 1989. I was on the Board of Trustees for Sutter Health Systems, one of California's largest HMO's, and acted as Chairman of the Sausalito Handicap Appeals Board. I have been a licensed California General Building Contractor since 1978 and received a Paralegal certificate from the University of California, Berkeley in 1996. 1 am a past board member of The United Way and the American Red Cross. I have done disabled access consulting for over 2500 firms. This partial list includes: Bank of America California State Lottery Applebee's Round Table Marriott Corporation Hyatt Corp Sacramento Kings (NBA) Macys Exxon Corp 7-11 Corp Port of Oakland Days lnn El Tonto Goodwill Industries Century Theatres Bay Area Rapid Transit (BART) Borders, Books & Music American Express California State Berkeley Lucas Films Ramada Inns National Basketball Assoc. (NBA) Hertz Corp Vagabond Inns Cal Expo Six Flags Marineworld Cal Pacific Medical Center Skates By the Bay Buck Center for Research on Aging McDonalds Emil Villas Golden State Warriors Carrows Holiday Inn Quik Stop Stores A RCO City of Chicago City of San Francisco Motel 6 Clarion Corp Xtra Oil Co. JC Penney's Starbucks UA Theatres Southland Corp. The Gap Pacific Telephone County of Alameda Haas School of Business Burger King Bayside Common Condo Assn Motel 6 Bellevue Club Waterworld Walden Books El Tonto Madonna Inn Original Joe's August 22.2007 Page 5 Sierra Pacific Properties Shadowbrook Bonfare Markets Doubletree Inns City of Fresno Tahoe Seasons Resort Shea Homes Jack in the Box County of Marin Save Mart Subway Sandwich Stores Water World (Six Flags) Kovac Realty Buttercup Restaurants Chelsea Motor Inn Citi Bank Diablo Holdings Zuni Restaurant Grandview Investments Hayes Valley Condos Assoc. Hidden Valley Dance Studios 369 Broadway Cal Pacific Medical Center Macy's Mann Joe's Marri ott Park Renaissance Hotel Radisson Hotel Sand and Sea Inn Brookfield's Restaurant Sardine Factory Restaurant Skates Restaurant Sunnyside Lodge, Tahoe Watergate Condo Assoc. UC Cafe Galilee Harbor Lafferty Ranch No Name Bar Oroville Plaza Shopping Center Parc 55 Hotel Phil's Fish Market Town of San Anselmo Golden Gate Transit (Ferry) Spaghetti Factory Bedford Properties Nation's Hamburgers Circle K Stores City of Escondido Golden Gate Travelodge Tahoe City Travelodge Novato Community Partners John Irish Auto Center Stockton School District Mission Ranch Resort Sutter Hospital Bedford Properties River City Brewery Cal Fed Bank Church of Our Savior Cove Shopping Center Esquire Grill Evolution Furniture Hacienda Del Lago Packard Foundation King Village Shopping Center Last Day Saloon Jake's Restaurant Madonna Inn Original Joe's Jack London Inn Homescapes, Pacific Grove General Cinema Town of Ross Howard's Grotto Sausalito Yacht Club Strawberry Joe's Rodeway Inn Trident Restaurant Vagabond Inn Hotel California Mini Gourmet Restaurant North Sea Restaurant Paragary's Properties Perry's Restaurant The Redwoods Sierra Properties Shorten Photo Design Walnut Creek Yacht Club August 22, 2007 Page 6 A partial list of some of the projects I have been involved with include: • Consultant to the Irvine Co on all facets of disabled access in Multi- family housing development; • Consultant to Lucasfilm's/ILM on Skywalker Ranch; • Consultant to Fostees/Beringer Blass on their entire winery portfolio; • Consultant to San Francisco Community College District on their recent $20 million Title Il action, • Consultant to Shea Homes on all facets of disabled access in Multi -family housing development; • Defense Expert for Mervyn's in their successful defense of the selective aisle width case; • Featured speaker at the US Federal Court's Eastern District Annual Conference, in Monterey on November 3, 2001; • Consultant to the National Park Service for the new Yosemite Lodge and Camp 4 in Yosemite Valley. • Consultant to California Attorney General on a Federal ADA case involving the Department of Corrections' 15 prison institutions; • Defense expert on the Clint Eastwood ADA matter in Carmel. • Featured speaker to 4000 Subway Franchisee's at their annual conference in Las Vegas on August 2, 2001; • Featured speaker at the Associate of Defense Counsels District Annual Conference, in San Francisco; • Disabled Access Consultant to the Skidmore, Owings and Merrill design teams on the proposed Pier 32 Cruise Terminal in San Francisco. • Expert to Francis Ford Coppola's Coppola-Niebaum Winery; • Plaintiff's experts on a personal injury case with ADA and disabled access elements. The award exceeded $2.1 million dollars. • Expert to the Pebble Beach Company's properties (including Pebble Beach, Del Monte, Spyglass and Spanish Bay hotel and golf properties; • Worked as expert in the BART (Bay Area Rapid Transit) on their recent Federal Class Action suit; August 22, 2007 Page 7 • Assisted the Hertz Corp. as an expert on their recent Federal Class Action access suit; • Helping the NBA Golden State Warriors and the Oakland/ Alameda County Coliseum Complex identify and solve disabled access problems with their facility; • I've been certified by the California State Lottery to work with their 19,200 sites to achieve a minimum level of access; • Helping the NBA Sacramento King's and the ARCO Arena Complex identify and solve disabled access problems with their facility; • Completed a one year study on the effectiveness of the City and County of San Francisco's Building Departments' in enforcing the State Disabled Access Regulations. The Northern District Federal Court ordered this study based on litigation from community groups. • Worked as expert for MUNI (San Francisco Municipal Railway) on their recent Federal Class Action suit; • Study completed for Fair Housing of Marin on 20 residential sales offices; • Assisted the City of Chicago's Convention Complex called Metropolitan Pier and Exposition with disabled access elements. • Recent work with the California Attorney Generals Office on a whole range of disabled/ ADA issues. • Consultant to the Shea Homes Co project at Hamilton Field in Novato, CA; • Instructor with UC Berkeley's Extension Program, I teach a class on Universal Design and the ADA. LEGAL WORK I have been Plaintiff's or Defense expert on over 500 cases. On a number of cases (about five) I was expert for both parties, by agreement. MUNICIPAL WORK I also provide on -call -consulting services to many municipalities, including the Cities of Riverside, San Rafael, Mill Valley, Eureka, Clear Lake, Fresno, Sausalito, Corte Madera, Ross, County of Amador and the County of Marin. These services include, plan checking, hardship request analysis and a whole range of disability issues. August 22, 2007 Page 8 FEE SCHEDULE My services are $215.00 per hour for general consulting and $295.00 for depositions and sworn testimony. Cases Where Depositions Or Testimony Was Required • Hawkins v. Campus Mini -Mart (Deposition and Trial) • Haney v. Treat (Deposition and Trial) • James v. JC Penney's (Deposition and Trial) • Dowling v. Spinnakers (Deposition and Trial) • Perkins v. Chicago Metropolitan • Pickern v. UniLab • D'Lil v. Ranch House • Stickel v. Farmers Table • Callen v. Marcy West • Lieber v. Cal Pacific Med Center • McWorter v. Dalton (Deposition and Trial) • Hankins v. El Tonto • Jenkins v. Holiday Inn (Deposition and Trial) • Zum Brunnan v. Mission Ranch (Deposition and Trial) • Lentim v. City of Escondido • Wilson v. Polaris • Turner v City of Fresno • Graham v Westwood Village HOA • Pickern v Tri Counties Bank; • Doran v. Rendzvous Cafe; • Moreno v Subway (Deposition and Trial) • Doran v. Holiday Quality Foods • Doran v. Oroville Hospital • Martin v. Cavalier • CDRA v. Mervyn's • McMahon v. Cinema West (Deposition and Trial) • Wilson v. Nimbus Winery (Deposition and Trial) • Martin v. Water St Grille • Marcy, Darcy -Key v Fortuna Hotel • Martin v. Water Street Grill • Feezor v. Starbucks; • Molski v. Harmony; • Madden v Amir's Pasta • Ordeana v. Kaiser Permanente • Wilson v. Pier 1 • Chapman v. Pier 1 • Cherry v. SF City College • Dodson v. Dollar Tree (Trial) August 22, 2007 Page 9 • Wilson v. Johnny Carino's (Trial) • Wilson v. Murillo's; • Antonetti v. Chipolte; • Lonberg v. City of Riverside (Trial only) • Fitzsimmons v Novato Motel; Publications or Presentations • Presentation to 150 nationwide district managers for Ross Stores on Access Requirements in a Retail Environment, September, 2005; • I teach a class a UC Berkeley on Universal Design and Disabled Access; (Fall 2001) (Spring 2002); • California Association of Realtors. Seminar on ADA/CBC requirements for apartments in January 2005; • Speaker at the March 2005 American Society of Civil Engineers'(ASCE) redwood Chapter on ADA/CBC in Public Rights of Ways; • Speaker at Federal Court's Eastern District Conference, Monterey, 2002 • Speaker at 2002 Association of Defense Counsel of Northern California and Nevada • Speaker at 2002 Burger King Franchisee's Association (Northern California and Nevada) • Speaker at the NAASF annual meeting in Las Vegas on Aug 2, 2001; • "Access is good for Business:" Orange Co Business Owners; (presentation) • "ADA and supported employment" Integrated Resources; (presentation) • "Facility Obligations" Sonoma Co Superintendent of Schools; (presentation) • "The ADA of 1990" AIA, Marin; (presentation) • "ADA and Pacific Telephone" Pacific Bell Managers; (presentation) • Mann County Codes Advisory Board; (presentation) • Burger King Convention, Nashville; (presentation) • California Restaurant Association: (presentation) Sacramento Chapter August 22, 2007 Page 10 Santa Clara Chapter San Francisco Chapter Monterey Chapter Santa Cruz Chapter • California Hotel and Motel Association; (presentation) • Seminar for Business and other Interested Parties, Monterey; (presentation) • And many other community and industry groups; Personal Disability Knowledge 1 am also a disabled individual. I'm a C-5 quadriplegic (since 1979) and use an electric wheelchair for day-to-day ambulation and a pushchair on special occasions. This unique combination of expertise in the field of disabled access and my daily observations and practical experience as a disabled individual make a rare and very useful mixture of technical and real world knowledge for my clients and the court. Basis of Expert Testimony The facts contained are within my personal knowledge, and I can and will testify competently to them if called to do so. The following opinions are based on my experience with providing program and physical facilities access for public and private entities. i -.a a r c h i t e c t s James McCalligan Architect 3000 Cleveland Avenue, S u i t e 2 0 0 Santa Rosa, CA 95403 phone (707) 578-4525 fax: (707) 578-3742 jim @ mccalligan.com Dear Cliff, September 12, 2007 City of Petaluma Department of Community Development Cliff Kendall Chief Building Official 11 English St. Petaluma, CA 94952 RE: Plan check submittal for New life Christian Fellowship Cht 1310 Clegg Street APN: 137-1 10-015A (both parcels were merg New Life Christian Fellowship purchased the old Yardbirds building, at the above listed address and received a use permit approval to convert and use the building as their new church. The attached plans reflect the re -use of the existing building in compliance with t applicable building codes. �Mmz Two complete wet signed sets of plans including the following were delivered to Mark Setterland's office for third party plan check: 1. 2 complete sets wetsigned sets of plans for review. 2. 1 letter from Blaine Lemmon architect regarding the Alternate Design Method Request as you and he discussed. 3. 1 copy of a plan review letter from Kim Blackseth, our Title 24 accessibility consultant. The plans were checked for both ADA and 2001 CBC compliance 4. 1 copy of my business license application 5. 2 copies of wet signed structural plans and calculations. b. 2 copies of energy compliance reports RIECO f the electrical specifications 8. 2 copies of the Soils report and foundc 5EC 13 2007 Lighting. Page 1 of 2 r It is our understanding the City of Petaluma will require a plan check deposit of 50% of the plan check fee, which is based on 65% of the building permit feet. We made arrangements with Setterland to pay their plan review fees. Kindly accept; 1. 3 complete set wetsigned sets of plans for your review. 2. 1 letter from Blaine Lemmon architect regarding the Alternate Design Method Request as you and he discussed. 3. 1 copy of a plan review letter from Kim Blackseth, our Title 24 accessibility consultant. The plans were checked for both ADA and 2001 CBC compliance 4. 1 copy of my business license application 5. 2 copies of wet signed structural plans and calculations. 6. 2 copies of energy compliance reports for Mechanical, and Lighting. 7. 2 copies of the electrical specifications 8. 2 copies of the Soils report and foundation review letter. As stated on the plans, the sub -contractor: Bay Cities Fire Protection will apply for a fire sprinkler permit at a later date as a deferred submittal. If you have any questions concerning this submittal please feel free to contact me. Best regards always, mi• James McCalligan, AIA attachments as listed cc file, client Page 2 of 2 I Associates .September 11, 2007 Larry Miyano • Jeff Kennedy • Bud Malmanis • Eric Kreager • John Cook MKM File # 072042 STRUCTURAL CAICU(AT/ONS for New Life Christian Fellowship Phase 1 1310 Clegg Street Petaluma, CA MKM PRO✓ECT MANAGER.• Eric Kreager K W E 32661 m 0i Ex 3-31-09 *tf'jq �RUCTU�P��3' F OF CA\YF- 9111107 M9/107CH.DOC SEP Y $ 2007 8 441 College. Avenue • Santa Rosa, CA 95401 • (707) 578-8185 • Fax: (707) 578-7153 • Email: info@mkmassociates.com Mstructural ering DESIGN CRITERIA New Life Christian Fellowship Phase 1 1310 Clegg Street Petaluma, CA CALIFORNIA BUILDING CODE 2007 EDITION VERTICAL LOADS Roof Roof Floor Floor Deck Exterior Walls Exterior Walls Interior Walls LATERAL LOADS Wind: Earthquake: (tar ) (wood ) (6" conc ) (gyp ) Dead 14 psf psf 12+20 psf psf psf 75 psf psf 10 psf Speed - 80 mph Exposure C Design pressure @ 0-15 ' = 22.6 psf Design pressure @ 15-30 ' = 25.8 psf Seismic Zone Soil Profile V = 3.0 CaW 1.4 R V = 0.226 Job # 072042 Dale 08/28/07 PE PM CH EK of 9) Live 20 100 psf psf psf psf psf 4 Fault Distance 8 km SD Seismic Source Type A Na = 1.08 Ca = 0.44 Na R = 4.5 (Conc Shear Wall) W R= SOIL REPORT Soil Engineer: PJC & Associates Title: Proposed Remodel of Yardbirds Building 1310 Clegg Street, Petaluma, CA File #: 3570.01 Dated: May 27, 2007 3002A-06103 . I SEISMIC COEFFICIENT CALCULATOR CBC COMPARISON Site Location Address 1.310 Clegg. St City Petaluma State a Zip Seismic Values Ss = 1:500' S, - _-:0.600 a Site Class D R= s550 Fa = 1.00 Fv = 1.50 SMs = 1.500 SMi = 0.900 SDs = 1.000 SD, = 0.600 Rp = ap2050 Z EQUATIONS CBC2007 CBC 2001 V = Fa - SDs - W / (R`1.2) 0.152 0.23 Fp=0.4'SDs'I`Wp/1.2>=0.1`Wp/1.2 0.33 0.35' FPanchomga=0.8'SDs'I-Wp/1.2 0.67 0.68 FP (MIN) = 0.1 ' Wp / 1.2 0.08 0.24 Fp (MIN) anchorage = 400 " SDs ` I / 12 333 300 Fp (MIN) anchorage = 280 plf /1.2 238 300 Therefore. the 2001 CBC values are conservative when compared with the CBC2007 WUO"-M structural engineering "I College Avenue • Santa Rasa. CA 95401 • (707)578-8135 • Faa:V07)578-7153 Job N Date 07/99 PE MKM of SHEAR WALL.CAPACITY GUIDE Allowable Type Sheathinq/Nailing Shear "Special Notes A6 318" or 15/32" / 8d at 6" ox 260 plf 11. Use 3x minimum studs or blocking at A4 3/8" or 15/32" / 8d at 4" o.c. 350 plf sheathing joints. Stagger nails at A3 3/8" or 15/32" / 8d at 3" o.c. 490 plf sheathing edges typical. 'Note 11 12. Provide 3x minimum mudsill. O 3/8" or 15/32" / 8d at 2" o.c. 600 plf 13. Nailing applies to all studs, top & bottom 'Note 11 plates and blocking. Provide blocking at LAA 3/8" or 15/32" each side / 8d 980 plf jgints when height to length ratio at 3" o.c. `Notes 11 & 12 exceeds 1.5:1. B6 15/32" / 10d at 6" o.c. 310 plf Use 5d cooler or gypsum board nails at O 15/32" / 10d at 4" o.c. 'Note 11 460 plf 1/2" gypsum board. Increase nail size to B3 15/32" / 10d at 3" o.c. 'Note 11 600 plf 6d at 5/8" gypsum board, B2 ST1t V4 S- 15/32" / 10d at 2" o.c. 'Notes 11 & 670 plf 12 Bz SSSa�c ]. 15/32" each side / 10d at 3" o.c. plf Iss 'Notes 11 & 12 _MQ 0 303 siding / 8d at 6" o.c. 180 plf O 303 siding / 8d at 3" o.c. 350 plf ® A3 83 O Note: For & G7 1/2" gypboard / 5d at 7' (cooler or decrease all bolt values by 50% or specify wallboard nails) *Note 13 special note 12. Wind. 100 plf Earthquake 50 plf Anchor Sill Parallel Anchor Bolt Spacing (PLF) Bolt Plate Bolt Value/+33% 16" 24" 32" 4'- 5'-4" 6'-0" 2X 620/825 618 412 309 206 155 137 112" 3X 7301971 728 485 364 '243 182. 162 4X 730/971 728 485 . 364 243 182 162 2X 890/1184 888 592 444 296 222 197 5/8" 3X 1140/1516 1137 758 569 379 284 253 4X 1140/1516 1137 758 569 379 284 253 2X 1220/1623 1217 811 608 406 304 270 314" 3X 1480/1968 1476 984 738 492 369 328 4X 1640/2181 1636 1091 818 545 409 364 3009-97-01/03 111:0• s•Ya•1.3 ROOF (FLAT) Label Type Dead Load (psf Roofing :'5 ply and'gravel 6.5 Plywood 5/8" 1.8 Framing @ 24"o.c. 2x6 1.1 Pudins @ 8'- 0" o. c. 4x14 1.2 Insulation R19 Batts 0.5 Sheet Rock none 0.0 Fire Sprinklers 1.0'' ,.=a Miscellaneous + beams 19 Total (psf) = 14.0 FLOOR Label Type Dead Load (psD Flooring carpet 2.0 Overlay none_ 0.0 Plywood "'' 23/32" 2.3 Frrefi og @ 14`( TJI 230 or`TJI 360 2.5 Insulation R30Batts 0.8 Sheet Rock Fire Sprinklers 1:0 Miscellaneous Oi6 Total (psf) = 12.0 2 EXTERIOR WALLS Label Type Dead Load Wall T e 6 concrete_ .�75, Total (psf) = 75.0 T N O O N N m � O N C W q N 'C L i 1 0 �o i� / z \� K m O _ R-- 13, U E Y 00 on N M O F' U(Op M O O J (00 O NQ In (D N O m o c0 N (D O v V N O` m O a o� V m O J 0 0 0 o0 0 LL o M C O co yOy Q N h 0 0 O O 01 'y N N 0 O O O 0 LL J U E (; Y N m N N FD N OD MM (ONN� O O J H O O NOOCl) C) N - co co 00 c0 'y O O CO yO N N CO a 'O OOO A Sri vi L N J n n n r 0 O J q + 0 0 - 0 0 �_ O) N N O O A 3L o p 'm W N N N N Q. O7 c0 a r- oo,O0 O O O O 0) N N N N y N N N N N W U p 7 o Z w 0) c>0 Ol (?p O J K X X X W W W W �000� ~ U,. o U.0 p,:O.OU. U U U (J co N a 0 J � CO N CD N O co co O) n O 0 V N mONODM O O M N N n O J V (D (n � O E t rnO— g (0 E y n V N U7 (D O 0 La Y N N (O O N O F. CL M r lO N V N O � J N rn� W f0 "' 0000 V U) ) n J O O O N C7) It N V 10 J LU U > U E n J cD O00 00 cD co O C) 0 0 0 O CD OU 0 0 0 0 0 0 0 0 N � � J F Q a (0 r V1 J U 0) C'y rn 0 OO .. J N y d O O O O O O. CD O O U> CD (D 00o0o CO 3 i Q W m = O N W N d �pvOim ��co WY I D O O M coV O O � av U c Z - 0 - U m Z�'O N (n(nvnn � N� N (O N n 0 Q co O J O O M- NM M N co N- NM N 0 w 3 m.. 0 v CD 0 o Cl) O O. 0 0 O CD co _I co cD (0 O No 'N M lQi % co N IO O )O O W 2� N J ' e O � Z (0 J 00 (- lO Q (O O O n � O. (D 2 ov o o(D M gym. N �(D w0 N 0 J Co r O 00ONCND a (D co O :. O' a J �'°: Q) y C 0LO 0,00M0) O O O O 0 O 0 0 0 n N N lO. N N I a w Z J N .• N p CD N ci 00O n. a U. (7 0) C N in N to 7 7 7 O U N N.N N 0 p,(p ,p � 0 N y N:IA L L L L W W 10 W (0 W.. O Z O. Z O Z O. Z d N... m )as-0 .�N -0 -0yvasv-0 0)' (D y 'U 0 O 0 O 0 O.'O'V 0 0 OO 0 U 0 O 0 O 0 O 0 O 0 O U co ��� �3��33u O N O Y n N M (O O in O N 7 M 0 N (O O) 0 co Q n 00 J ID m (h I, (6 N v v 04 V 4.0 Cl) � M lO C O J H N J O N O co O O O N O CDO O n 0 0 0 W a a O 00040oO?oof0OO`t 0(000 Moo�00N00 w ov J 0 U `O y O LLY n co M 00 O) N M O N(o m V m H N CO LO � Nt • 0) O 'ItW ,� n Co Q -0j )!') Ln M n OD N V 'ItO V OD O V M CO J 00 Q) J W3 m D w Co0 OooC,0 oo00C O00 O'7 p` C)OOOON OOOOOONO a (q J M O a) O O N 0 0 0 00 0 0 f 0 0 'D W X W w Ix `0 Z I— L O 00 O O O M O O O. O O U mO7 o O O Q N O O O O O 0 M O.M 0 W 3 N z J 0 0 Q O 0 J a O ,. CO O D) O V rn _ IO ' rn i oY m nMn (MD. r- Dovvova000 'o i� O LL } 4 Q o L 0 ,. 0 0 0 00' r2 0) CD 0 0 V 0 N 0 0 N:O (A uO i00 0 0 N N N O c0 O cD co O'O O (A Q J co 0 � I N O O '- s O .... N N ITn L 0). 1000 cD 0 0 m co v 00 �N�{t V. N N CN O N n (U 4 w Z J 00 cD cn 0 CON 0 0 000 0 0 0i CO UU O U N 0 W N(� LL N M M v (O n n .O O> 0 'C7 U >o > > �' > 0 (n 0 (n 0 (n 0 (n 0 m 0 (n 2. H O (n 00 a) L..LL L L L L 0 m L .� rol —i ca M W W W W .W O Z' O Z O Z O Z O' Z o" Z Z Wil O .1 co 0 0 —2 CD C? 0 0 0 Q 0 N Lo co m C < :,CD 6 E6 'd CC, , C6. f� CQ "U 11 . I 1 Al ,,X ix 1•.a 1 3: a I 10 CD 0 j"N A 4� im " ,Zm to C6 1,co �co 0 co O as a CN CD m 0 m x J E LU cL w w m rn O U) � :9 0— N O < x 0 CL MCI m q EL Lu Zi Z. c:l CL 1, a 0 A 4 O Anchor Design at Wall Purlins Variable Value units a, = 1.5 C. 6.44:- -. ... - lp - 1.6 Rp = 3.0 H, = .: - 22..0 ; ft Parapet Height = : 2 0`, d•, ; -;:., ft WP = 75:0 psf Anchorspacing = 8.0 ft Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 F f'r (ASD) Anchor Reaction (Ibs) 5332 (USD) Anchor Reaction (Ibs) 7465 Holdown Results Allowable Load Ibs (2) HD2q s 5550 Notes: 1) Fp must be greater than or equal to 300 plf (ASD) and 420 (USD) 2) Anchorage elements must have an Rp = 3.0 and an ap = 1.5 3) For the design of the concrete wall - See table 16-0 Holdowns OKI EA EMBEDDED ANCHOR CALCULATION (PURLIN) UT T CONSTANTS :31�I, Il �J 2� Type: �. < VALUE UNIT' w a 1 fu, 60000 PSG g 3 s9- It 2 0.85 4 fc 4000 si ` 5 d 5%8 in rt { TPr 6 ASD factor 1'4 - . b special 7 inspection multiplier I Ir ;3 T, '4 w` ° br 8 total A.B. F4.64 VARIABLES:r 1 �r`�"�. 1 E�,_ w t i��4`{:��gp''Sry,��,Ef'T: ;•���, �,. .�r VALUE UNIT 1 Ab 0.226 inz 3E76%iit 2 Anchor 4 0 ,< inr���t� :,. 1� lry I��s I embedment } z �- -+ 3 A 95:ir in Bolt Capacity (steel strength) PSS = 12204 Ibs Total Bolt Capacity (steel strength) PSS = 24408 Ibs Embedment Capacity (concrete strength) �Pc = 7296 Ibs g v� I, d M M p, N o} f •fit N fpl: N • ! T I Y v I I a y v V 7 Ll Y M N —p — A r4 `\ fL � i 1 th +tom a PL;J M � >IS 0- 09 �rs•LhT-1 54 �4 l!Ii 41�11 i III II! lil ll',Illii II i IIII, —b a o 1- I u� � Y i I � 4 11H J )Z --,� oq- (� 13 C1 .7 X P Y 14 SJ (30 1A gAizA o G I6 Subdiaphragm Design SDI Variable Value units ap= 1.50 N. _ 1.08. IP - 1.00- Rp = 3.00 H,=, 22:60 - ft Parapet Height = -20 ft WP = -. 75.00 psf Subdiaphragm Depth 8 It Subdiaphragm Width 8 ft Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 M USD Subdiaphragm Reaction (Ibs) 3173 ASD Subdiaphragm Reaction (Ibs) 2266 USD Subdiaphragm Shear (Ibs) 397 ASD Subdiaphragm Shear (Ibs) 283 p Nailing Results Allowable Shear (plf) 10d @ 4b.c. at boundaryedes and continuous panel edes and Fo.c. at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) w (2)'HD2A' K ._�. tJ 5550 Anchor Bolt Size in Ledger (in) Anchor Spacing (in) 48.0 Notes: i 1) Max subdiaphragm ratio is 2.5 to 1 2) ap = 1.5 and Rp = 3.0 shear ok! Mr-t -KO1,41 Subdiaphragm Design SD2 Variable Value units a. = 1.50 N. = .1.08 C. _ . 0.44` b- 1.00,. R, = 3.00 H, _ 22'00 ft Parapet Height = '2.0 It WP= 751.00 psf Subdiaphragm Depth 24 ft Subdiaphragm Width 24 ft Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 USD Subdiaphragm Reaction (Ibs) 9518 ASD Subdiaphragm Reaction (Ibs) 6798 USD Subdiaphragm Shear (Ibs) 397 ASD Subdiaphragm Shear (Ibs) 283 •Nailing Results Allowable Shear (plf) 10d @ 4"o.c. at boundary edes and continuous panel edes and 6"o.c. at other panel edges with 3x minimum framing everywhere q30 Holdown Results Allowable Load (Ibs) •_. (2) HDBA 14920 Anchor Bolt Size in Ledger (in) Anchor Spacing (in) `5/8 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap=1.5 and Rp=3.0 shear okl Holdowns OKI 0 Subdiaphragm Design SD3 Variable Value units aP= 1.50 Na= 1.68 . IP- 1.00 - .. RP = 3.00 - Parapet Height = - . 210' _ it WP = - 75.00 psf Subdiaphragm Depth 48 It Subdiaphragm Width 48 It Sheathing Thickness 1l2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 USD Subdiaphragm Reaction (Ibs) 19036 ASD Subdiaphragm Reaction (Ibs) 13597 USD Subdiaphragm Shear (Ibs) 397 ASD Subdiaphragm Shear (Ibs 283 __ Nailing Results Allowable Shear (plf) 10d @ 4"o.c. at boundary aces and continuous panel edes and 6"o.c. at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) Anchor Bolt Size in Ledger (in) Anchor Spacing (in) ' �'5I8u "' 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap = 1.5 and Rp = 3.0 shear oki Ii Subdiaphragm Design SD4 Variable Value units ap= 1.50 N. C. = 0.44 - Ip - 1.00 Rp = 3.00 H, = - . 22:00 Parapet Height = - - - 20` ft Wp = 75:00 psf Subdiaphragm Depth 24 ft Subdiaphragm Width 8 ft Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 USD Subdiaphragm Reaction (Ibs) 3173 ASD Subdiaphragm Reaction (Ibs) 2266 USD Subdiaphragm Shear (Ibs) 132 ASD Subdiaphragm Shear (Ibs) 94 Nailing Results Allowable Shear (plf) 10d Q 4"o.c. at boundary edes and continuous panel soles and 6" o.c. at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) Anchor Bolt Size in Ledger (in) Anchor Spacing (in) 5/8"' ' 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap=1.5 and Rp=3.0 shear okl !q Subdiaphragm Design SD5 Variable Value units ap= 1.50 N.=_ 1.08' C. = 0.44. .. - Ip = 1.00- Rp = 3.00 H`= 11.00. Parapet Height = - '.2.0 it Wp= 75.00 -- psf Subdiaphragm Depth 24 It Subdiaphragm Width 47 fl Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 USD Subdiaphragm Reaction (Ibs) 10938 ASD Subdiaphragm Reaction (Ibs) 7813 USD Subdiaphragm Shear Ibs 456 ASD Subdiaphragm Shear (Ibs) 326 Nailing Results Allowable Shear (plf) 10d @ 4"o.c. at boundary edes and continuous panel edes and 6"o.c. at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) Anchor Bolt Size in Ledger (in) Anchor Spacing (in) 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap=1.5 and Rp=3.0 shear okl ZD Subdiaphragm Design SD6 Variable Value units ap = 1.50 N.= P08 C. = .. 0.44. 1.00 - - Rp = 3.00 H, = 22.60 - " ft Parapet Height= '2!0 it Wp= 75:00 psf Subdiaphragm Depth 72 it Subdiaphragm Width 101 ft Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 USD Subdiaphragm Reaction (Ibs) 40054 ASD Subdiaphragm Reaction (Ibs) 28610 USD Subdiaphragm Shear (Ibs) 556 ASD Subdiaphragm Shear (Ibs) 397 .Allowable Nailing Results Shear (plf) 10d @ 2-1/2"o.c. at boundary edes and continuous panel edes and 4"o.c. at other panel edges with 3x minimum framing at panel edges and 2x (Taming elsewhere 575 Holdown Results Allowable Load (Ibs) Anchor Bolt Size in Ledger (in) Anchor Spacing (in) 40.2 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap = 1.5 and Rp = 3.0 shear ok! Subdiaphragm Design SD7 Variable Value units a,= 1.50 N. = 1.08 C. = - 0:44 . IP = 1.60 RP = 3.00 H,= 2260- ft Parapet Height = 2.0 It WP = MOO psf Subdiaphragm Depth 48 ft Subdiaphragm Width 52 ft Sheathing Thickness 1/2" shtg in Fp ASD at H=0 0.24 Fp ASD at H=Hr 0.68 Fp ASD Average = 0.46 v USD Subdiaphragm Reaction (Ibs) 20622 ASD Subdiaphragm Reaction (Ibs) 14730 USD Subdiaphragm Shear (Ibs) 430 ASD Subdiaphragm Shear (Ibs) 307 . Nailing Results Allowable Shear (plf) 10d @ 4"o.c. at boundary edes and continuous panel edes and 6"o.c. at other panel edges with 2x minimum framing 385 Holdown Results Allowable Load (Ibs) Anchor Bait Size in Ledger (in) Anchor Spacing (in) . 5/8 _. 48.0 Notes: 1) Max subdiaphragm ratio is 2.5 to 1 2) ap=1.5 and Rp=3.0 shear oki I? - COLLECTOR FORCE ANALYSIS Gridline Location D.2 Level Roof Units Total Lateral Force 62.7' . kips Shear Wall Shear 921.67 plf Diaphragm Shear 670.31 elf Shear Wall and Diaphragm Shear -251.36 plf Max Drag = 9551.85 Ibs location 0.00 ft uistance tt u = ma nra m, s = snear wan urag Loaa tins Location on Line tt 0.00 'D 0.00 0.0 7'00 D 4692 7.0 4`00 S 3687 11.0 4:00 S 2681 15.0 ,4:00' `.'' S 1676 19.0 4-.-00 S =` € 670 23.0 4.00 S -335 27.0 10:00 `S 2849 37.0 9iclo `D 3184 46.0 9?5Q D 9552 55.5 5 00', ; " S 8295 60.5 5M S 7038 65.5 5=.' S. 5781 70.5 54M •- S 4525 75.5 5 00: S 3268 80.5 5M... S 2011 85.5 5t00, S. 754 90.5 3.00 - S 0 93.5 ,e y. _ w 7.3 COLLECTOR FORCE ANALYSIS Gridline Location 3.5 Level Roof Units Total Lateral Force 68.2 kips Shear Wall Shear 723.42 elf Diaphragm Shear 360.75 plf Shear Wall and Diaphragm Shear -362.67 plf Max Drag = 15963.30 Ibs location 44.25 It Wall Length Inputs Distance ft D = diaphragm, S = Shear Wall Drag Load Ibs) Location on Line ft 0.00 D 0.00 0.0 `D 2886 8.0 '8 00 '.. D 5772 16.0 ;4 25 D k+: 7305 20.3 8v00 w ..D; 10191 28.3 8 00 *:' ;',,D r"' * 13077 36.3 18.00: ' 15963 44:3 '2.25.' S ws' 15147 46.5 '8:00 _ , , --S x r. ° "r 12246 54.5 . `8'.00 S , F ', 9345 62.5 8 00 ' ' S 6443 70.5 S a#v; 3542 78.5 1.00, S 3179 79.5 7.00: ._ b - 5705 86.5 13.00', $ ° 990 99.5 200,;. D. 1711 101.5 4 00 - >' S 261 105.5 2.00' , . • D ' 982 107.5 4 00 " ,,,S 468 111.5 '2 " D _" xy,; ",S:� 253 113.5 "•'•400 -1198 117.5 2.00 '.; ` ` „` 1.: <; D k.. -476 119.5 4 00 P, -1927 123.5 2.00 :.' o "' D -1205 125.5 4 00 :. S -2656 129.5 2.00 -1934 131.5 .410 S -3385 135.5 . 2 00 : " ' D . F -2664 137.5 4:00 g -4114 141.5 .2.00, D -3393 143.5 4.00 ; S s , , -4843 147.5 2 00 D ;k -4122 149.5 4.00' S , -5573 153.5 2.00 " ` = D -4851 155.5 10 00 - 0.b S , ` , -8478 165.5 -5592 173.5 '800 �' �_D '.K �',, -2706 181.5 0 189.0 zH COLLECTOR FORCE ANALYSIS Gridline Location - -D 2 . = Level Men6nine Units Total Lateral Force 73.2<-' kips Shear Wall Shear 1180.43 plf Diaphragm Shear 841.23 plf Shear Wall and Diaphragm Shear -339.20 plf Max Drag = 6444.88 Ibs location 19.00 ft wail Lengm inputs Distance ft D = diaphragm, S = Shear Wall Drag Load Ibs Location on Line ft 0.00 "S .' 0.00 0.0 + 1'4 00, S , -4749 14.0 $ 00 S 5766 17.0 100, S -6445 19.0 12 00 '" D 3650 31.0 17.00; S.sir: -2117 48.0 8.25 • :S i , ,:_ 553 62.8 3A0 S ': -465 65.8 4'75 „S �vt'.cr'.+ -2076 70.5 D , $ 3392 77.0 10 00... �.f,i �' • r S ;, �� 0 87.0 � c s_'. _ l' it i Y IT f T. No Text Job Date PE z b Of 441 College Avenue • Santa Rosa, CA 95401 • (707)578-8185 • Fax:(707)578-7153 Sro ¢K� upV C �L v«c loOPyT (1V�iv) ' 1'i'3.3 R1 = DL = LL = rf a DL = R2 = ,�, i5t/3fvo a I(.i1et. aJ•. LL = 0' I b R1I R2I 5 TO Rh f �Z Il "� a U01," I RDL = 1 = ✓/t o i25fyF LL = ii i`3l � R2 = DL = 0' 17.5 R1I R2I Woy a Q%i 90 W14. n I00 ( I'F/s) + 7fo gZ ' SufPo 2T O+� R1 = DL = LL = /md R2 = DL = LL = 30 � 12 = l 2.6 1� R2I 1p0� IZ' IW / (glv DL _ toe (�il�y, = 15So R1 = LL = D' ✓n , K, 10 R1I R2I c R2 = DL = LL = fIAO= Fit, 8 2.01� S.7K (EhlO) — PAP= z en�f' (�����- Typical Mezzanine Joists ` ""`"k"''�""""Buatn® 14" TJI® 360 @ 16" o/c X TJ-BaamW 6.25 Serial Number Use 2 91412007 1123'51 AM Paget Engine version.6.2571 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis is for a Joist Member. Primary Load Group - Office Bldgs SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50" 3.50" 2 Stud wall 3.50" 1 3.50" DESIGN CONTROLS: Product Diagram is Conceptual. Offices (psf): 100.0 Live at 100 % duration, 12.0 Dead, 20.0 Partition Vertical Reactions (Ibs) Live/Dead/Upl i W Total 1067/ 341/ 0/ 1408 1067/ 341/ 0/ 1408 Detail End, TJI Blocking End, TJI Blocking Other 1 Ply 14" TJI® 360 1 Ply 14" TJI® 360 Maximum Design Control Control Location Shear (Ibs) 1371 -1357 1955 Passed (69%) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 1371 1371 1505 Passed (91 %) Bearing 2 under Floor loading Moment (Ft-Lbs) 5342 5342 7335 Passed (73%) MID Span 1 under Floor loading Live Load Defl (in) 0.300 0.390 Passed (U624) MID Span 1 under Floor loading Total Load Defl (in) 0.395 0.779 Passed (U473) MID Span 1 under Floor loading TJPro 59 55 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 3/4" TJ® Performance Plus® Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 3/4" TJO Performance Plus® Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.91 FrameWorksO Floor System -For complete system requirements, see Trus Joist Framer's Pocket or Frameworks® Floor System guides. Calculations are based on a system analysis; reduced performance occurs when system requirements are not followed. PROJECT INFORMATION: Copyright ® 2006 by Tros Joist, a Weyerhaeuser Business TJI® and T]-Beaa®r a registered trademarks of True Joist. e-I Jois [�, Pro- andTJ-Pro^ are trademarks of True Joist. FrameWorks@1 and Performance Plus® are registered trademarks for True Joist. OPERATOR INFORMATION: Christian Holbrook MKM & Associates 441 College Ave Santa Rosa. CA 95401 Phone: (707) 578-8185 Fax :(707)578-7153 christian@mkmassociates.com R:\2007\New Life Christian Fellowship 072042\ENG\SCo50307CH - joist design.ems q&c�" TJ.eeamA 6-25 serial Number User 9/4=711:14'24 AM Joists at office area 14" TJI@ 360 @ 12" olc Pagel Engine Version. 625.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED t tM 0 A Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Office Bldgs - Offices (psl): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50" 2.25" 2 Stud wall 3.50" 2.25" DESIGN CONTROLS: Vertical Reactions (Ibs) Live/Dead/Upl ittr rota I 1094 / 131 / 011225 1094 / 1311011225 Detail Other End, Rim 1 Ply 1 1/4" x 14" 0.8E TJ-Strand Rim Board® End, Rim 1 Ply 1 1/4" x 14" 0.8E TJ-Strand Rim Board® Maximum Design Control Control Location Shear (Ibs) 1196 -1184 1955 Passed (61%) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 1196 1196 1202 Passed (100%) Bearing 2 under Floor loading Moment (Ft-Lbs) 5107 5107 7335 Passed (70%) MID Span 1 under Floor loading Live Load Dell (in) 0.403 0.400 Passed (U508) MID Span 1 under Floor loading Total Load Deft (in) 0.452 0.854 Passed (U454) MID Span 1 under Floor loading TJPro 59 55 Passed Span 1 911 -Deflection Criteria:STANDARD(LL:0.400",TL:U240). -Deflection analysisis based on composite action with single layer of 3/4" TJ® Performance Plus® Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 3/4" TJO Performance Plus® Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.33 FrameWorks® Floor System -For complete system requirements, see Trus Joist Framers Pocket or FrameWorksO Floor System guides. Calculations are based on a system analysis; reduced performance occurs when system requirements are not followed. PROJECT INFORMATION: OPERATOR INFORMATION: Christian Holbrook MKM 8 Associates 441 College Ave Santa Rosa, CA 95401 Phone: (707) 578-8185 Fax :(707)578-7153 christian@mkmassociates.com Capyrighr ® 2006 by Tres Joist, a Weyerhaeuser Business TJI® and TJ-Beams are registered trademarks of True Joist. e-I Joist-,Pxo' and TJ-Proms are trademarks of Trus Joist. PrameWorks® and Performance Plus® are registered trademarks for Tors Joist. P:\2007\New Life Chris tlan Fellowship 072042\ENG\BC050307CH - joist design storage and offlce.sms 441 College Avenue Title: Santa Rosa, CA 95401 Dsgnt: (707)578-8185 Description (707) 578-7153 Fax scope: www.mkmassociates.com 07 Timber Beam & Joist Description Floor Design Job # Date: 11:03AM. 9 SEP 07 sc0g 07ch z9 Timber Member information :ode Ref: 1997/2001 NDS, 2000/20031BC, 2003 NFPA 5000. Base allowables are user defined BI 2x6 joists el Timber Section 6.75,24 24 Prllm: 5.25A4.0 Beam Width in 6.750 1.500 5.250 Beam Depth in 24.000 7.250 14.000 Le: Unbraced Length It 0.00 0.00 0.00 Timber Grade Muglas Fir, 24F - Douglas Fir - SCL, 3.5- In 7- . V4 larch, No.2 mirk SQ Fb - Basic Allow psi 2,400.0 900.0 2,800.0 Fv - Basic Allow psi 240.0 180.0 285.0 Elastic Modulus ksi 1,800.0 1,600.0 2,000.0 Load Duration Factor 1.000 1.000 1.000 Member Type Glul-am Sawn Manuf/Pine Repetitive Status No Repetitive No Center Span Data Span ft 30.00 8.00 10.00 . Dead Load 4/ft 90.00 16.00 186.00 Live Load #/ft 750.00 133.00 1,550.00 Results Ratio = 0.8325 0.8764 0.5423 Mmax @ Center -in-k 1,134.00 14.30 260.40 @ X = ft 15.00 4.00 5.00 fb : Actual psi 1,750.0 1.088.5 1,518.4 Fb: Allowable psi 2.102.1 1,242.0 2,800.0 Gentling OK Bending OK Bending OK fv : Actual psi 101.7 70.4 136.0 Fv : Allowable psi 240.0 180.0 285.0 Shear OK Shear OK Shear OK Reactions @ Left End 'DL 64.00 930.00 LL 0532.00 7,750.00 Max. DL+LL9596.00 7b3500 8,680.00 @ Right End DL 00 64.00 930.00 ILL 00532.00 7,750.00 Max. DL+LL99 596.00 8,680.00 Deflections] Ratio OK Deflection OK Deflection OK Center DL Deft in -0.117 -0.019 -0.017 UDeft Ratio 3,072.1 4,962.1 6,884.8 Center LL Defl in -0,977 -0.161 -0.145 UDefl Ratio 368.6 596.9 826.2 Center Total Deft in -1.094 -0.180 -0.163 Location ft 15.000 4.000 5.000 UDeft Ratio 329.2 532.8 737.7 m Job M Data PE y n/� Y of N1RX VNJ F-OkpA� LOAD A CU)" SO O►J SL ?>,. r PK«kj �^ �Z Ru.cwM3�E totem FRESsuRE uS6D fjLl�wRr'��E VN1FFOM& COA-D l_®oa C3' 2)' 112hi 1 _..lj Au,owAt',Lx-- (61P4 Loin = JODO W CD ti c 2ETE Foo 1 l rav DEc.I ut,j e0- Job # Dale PE of INPUT Uo,'&-O COLD 50I rj S WFf lq VI St<sn/ Fa�,c31o�J ROM Z. SIZE FooTIrQ(,, FoYZ- LWL-IFT INP01- E 0►2 IJ Job 9 Date PE Z of 2) D� T lzR W1, iJ LE I� G Trl 0 F S Ln6 zp v 5-le- F:1-0/L O L- i� 1'bETrzRMINe LEN6TK of TTG P�.c2`D do 12�Inlfo�tnJ� FDA Jet Il ( Loa:)o c— Usk arFrPJIrs FQ, o�rorrl �'- 141 O'1 - �- RF I N rOZA I N (G C us-W k?-J G Frs Tu(ILOFT- (Asn) 'lop ,t b'640 Go AD = I.1 (ol) ( L) ( 150) 1- 5UP(L)t Z ( L) (SKIN) -V Wl40 L = SV"4 L pEa ( I.o) G it Anti N o t,J l- I c�L 5,6 L v F-0,2 t--1 t rJ -? S� 1 S PIALC C � 1 structural engineering H) COMPUTE m C) ►vt Fr- r—) T I ram► Fa o i r rJ L : Job # Dale PE of F(LO G (Z- ri (C�toasr,s ..w i)lz 'l 454ks E.' L; Pw oz J- IL I- I- L 11 ' I � L _ Z K L�v)(L ) W-,j M w / /� s Foorl n�c f (ZOG(LAr" TO COM POT E A5 2Fca q F-ae-- Top s'Tf�a C_. 0.0018 l 0 ;F)-, -FIlln .per ^x =(p. 0 5 (1 c)[(0i87/ F5 7+ structural engineering CON(kE-TL PXr-) ��SI(,rJE1Z PI,AW V►F VJ Job # Date PE of Job A Date PE �of DiAD tOAD OF FT U (w)(W)(J) ISO) NV UT PpsITivrc- Vtz1Z-TtCWC_ L-0AD I) DOw M "414) Low �5 (W Z) , p YS JJ —'?--PXD-,rs- 1.a FO��.xvyz_r-- 3� CElecV-- FL1 XvU F pF — I W Q/ZA Z PaD To 1YzA"sFrz t /" 1 J far =10 Job # Data PE y i> a! f �o�RA To CorhPvSf r2ea\O �T�(C C' (3oT7oY L �4t40 GIVE. (1f GovH(\,iF,whK77o�j 6^^O•dr+r U�" 55Fi�L. (ZF'GU?� -kGow- A s6CFtc�-ro� LI ST. G I V E 5 TD l-e't- f or 130e-5 B-&d 4i. Af �L +F� 5� comPv) E S►ke4g _. LA- B(�%p Pti:l FL -VG S Cl I N FvYz- snf�M- iMOYAF�• T & 5iY1P-L. G) CNfi L►� pv1 IN, STpv-C_ m \ y Og, 33 = 0,00-L YY\ = �� CHOOSE G2P-,kNQ-fy ONwF-- (J --7 Wt IIJ. ija%C- O!L Si ¢ o (zc-&\ j Foa- 136r�i r� �hd2 37 Footing Designer (max downward and upward at D.2) Footing Location '.Interior Gridline :'.,D2777,17 Loading Kips Load Factor Ultimate Load (kips) Live Load 3230 55.59 Dead Load 0.00 '.1.40, 0.00 Wind Uplift O.fOO A'.-3W'�:' 0.00 Earthquake Uplift 2o "g b 29.26 Slab, Footing and Soil Properties Bearing Plate Width .600 in Bearing Plate Depth .10':00 in Is plate ok for concrete yes -bearing? Slab Depth C14-00" in slab reinforcing slab reinforcing spacing ',:'t8,.'00. in Slab Reinforcing clearance from top of slab 200, in concrete thickness above 40 00 pad in psi Concrete Density pcf Soil Bearing Pressure - psf Skin Friction :101, psf depth of skin friction to:r:'s"l � L. - 0 00., in ignore' Depth of footing in Width of footing i30 00 in Length of Footing Required 18.22 ft Footing Reinforcing Requirements Location Rebar Clearance (in) total bars required Spacing (in) Top 4.00 7.33 Bottom 4.00 7.33 Shear Stirrups Minimum Size Arestirrups required? Spacing in no 0'001 %V 38 Footing Designer (beam B1) Footinq Location Interior ;'# Gridline Loading Kips Load Factor Ultimate Load (kips) Live Load. 11.25 1-.7:0. _ 19.13 Dead Load f-35 ."1 40`'- 1.89 Wind Uplift 0800 4'r3V.. ' 0.00 Earthquake Uplift ;l)00' •140z , . ; 0.00 Slab, Footing and Soil Properties Bearing Plate Width �'6 00 in Bearing Plate Depth WA!00-' in Is plate ok for concrete bearing? yes Slab Depth 4100 -: in slab reinforcing 4.4" , '{[ slab reinforcing s acin 18E00 in Slab Reinforcing clearance f from top �� *� > ?:00tiy, '", in of slab concrete thickness above 10 00 in pad Fc:r'; 2500 ." si Concrete Density !C �1"50 cf _ Soil.Bearing Pressure'' 2000 y psf Skin Friction ".�,,'0 J psf depth.of skin friction to 0-00 in ignore Depth offooting 'y18`00` a in # Width of footing l 18 00 in r Length of Footing Required 4.20 ft Footing Reinforcing Requirements Location Reber Clearance (in) total bars required Spacing (in) To #5 Bottom p300_ f u 2.00 10.00 Shear Stirrups Minimum Size Are stirrups required? Spacing in ` #4,te z no xfu000 •t „ w w 39 Footing Designer Footing Location —Interior: Gridline Loading Kips Load Factor Ultimate Load (kips) Live Load. '88;00 1.70,, 149.60 Dead Load '0.00' 'T". 40 0.00 Wind Uplift .;:o 00 . I � -1�30 0.00 Earthquake Uplift 10;'00 0.00 Slab, Footing and Soil Properties Bearing Plate Width , � i -'. jl�6u00 - in Bearing Plate Depth �:"10'ioo in Is plate ok for concrete not bearing? Slab Depth r4.00 in slab reinforcing slab reinforcing spacing in Slab Reinforcing clearance;-,-'--�,',! from to of slab in concrete thickness above pad in F'cfi 2560 psi Concrete Density i -P pcf Soil Bearing Pressure 2000 psf Skin Friction 0', psf depth of skin friction to P; in ignore.'.:. Depth of YI 5'00 in Width of footing 48 OV, in Length of Footing Required 11.00 ft Footing Reinforcing Requirements Location Rebar Clearance (in) total bars required Spacing (in) Top Bottom # 5 V `.Af 3 � 0 W� ,t'8 15.00 2.86 Shear Stirrups Size Are stirrups required? Minimum Spacing in #4, yes structural eng reeling / structural engineering l `fPiCA-L. ?"r,l,.-f30LDirJr; e PuIZuNS Al i ff � �A2S e L o. c. SE15w\t.0 = 0.35 vot- �wfNo - 3-5 Psi (0.80>�3 Job 0 Date PE of 00L: I.L (161) = zz` u�L,> 1.-1 (330) e i Zy 1 _'. --f-t s-r Pf+r ✓. -- PROV Q( k5S GOLIJM"S C Doo2 oP NG s i structural engineering 5u 8 Pulzc,Lrj n �* 3A.25 e IZ : o. c. VAT v i3A,R-5 a Ib"O.C.uo217 ! - 15 VAP. L 4y Y M u SElSw��C = p. 3.5, Ups IU LOTH = I Z 15ECrI0N of '-AL - �v�tNo - 25 Ps� (p.TBo>�3 = IS. ►js� �Ea = Avc, Job k Date PE �3 of 4•�0�= l.�t (see (So e I JE�ASiIN(. wrrv- J1 # y e Iz"o-(- VAT No ADoI r lorsk (- (3)ZAc t r-'t 2ff-6'0 UNLeA Toeec I g /-' 0,orL ill ✓✓Nt r• 6 Ww structural engineering 4�6 w O.C.rl 3' x 4y ,�oL = wl ref i � NEp06R LoaO1Nl. SFJsmc = 0.$5 UoL- 0iofFN = IZ" Job k Date PE o/ ?ANBi, ',-/ N ()?- LOADi Nt, PI 5 I GOoo ltljG E KSs Co�unnrJ SJCro2'�- Cp,L CuLhV 0.---' Job # Date PE 95 of CO(.0 M/J ` cJ?eorz r e Doo2 Of&) GAS . t N 554.E '/ice �. K. T OPFnttNbS Wv{FtRE u���Ro� QGCU25 -o mtv'm structural engineering Job # Data PE �� of CPl I <-- (ZEQ�S oil eor lip, OMER III 1[I! - i�'[�II �Il11111�[ � �[1►'�i�� �( Il�lli iI11111111�I illl®lil����; 9111�1 Ifl11 iil llll ;111 ■1l!*:II •i.o[ I jM[[111/11fi il�� , 111 li 'illlllI 1 j 19 411115; ':Srl[1.51[[Ei ;111, OUR �,1�[II. - • 911'� 11111 lill Ilj _ _ _ _ ` r S' IF, %:L' 1 � I t!110,11LIN'EI VY N.w�welrnaa'.s4t.•Aw 12 INN "al InI69MaaaFAF _�� Ytl—_—�wii.--.'�_ llllil .w � e Description 441 College Avenue Title: Santa Rosa, CA 95401 Dsgnr: 11�� (707) 578-8185 Description ks (707) 578-7153 Fax Scope: 1�!1!� i1Y8:i www.mkmassociates.com 15-Ju�2007 Tilt -Up Wall Panel Desic meson. S.M re Panel at Job # Date: 1:49PM, 10 SEP 07 sc09040'Ich-beam i General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000' Clear Height 22.000 It rc 4,000.0 psi Seismic Zone 4 Parapet Height 2.000 ft Fy 60,000.0 psi Min Vert Steel % 0.0020 Thickness 6.000 in Phi 0.900 Min Horiz Steel % 0.0012 Bar Size 4 Width 117.000 in Base Fixity 0 % Bar Spacing 12.000 in Wall Seismic Factor 0.2850 Bar Depth 3.000 in Parapet Seismic Factor 1.3600 Min Def. Ratio 150.0 LL 8 ST Not Combined Concrete Weight 145.00 pcf Using: ACI Eq. 9-7 for left with Def. calc'd at Mn Parapet Weight Counteracts Middle Lateral Loads Vertical Loads Wind Load 15.400 psf Uniform DL 161.00 #/ft Point Load lbs Uniform LL .:.eccentricity 230.00 #/ft 7.500 in ...height It ...load type Wind Concentric DL Ibs Lateral Load #/ft Concentric LL Ibs ...distance to top It ...distance to bot It Seismic" '' Magnifier 1.000 ...load type Seismic Wind 1' Magnifier 1.000 Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Seismic Basic DO w/o P-Delta 0.187 Basic M w/o P-Delta 196.853.8 Moment Excess of Mcr 2,215.2 Max. P-Delta Defection 6.134 Max P-Delta Moment 243,690.1 Maximum Allow Vertical Bar Spacing 16.667 in Maximum Allow Horizontal Bar Spacing 18.000 in Wind Seismic Wind 0.137 in 0.133 0.109 in 142,869.9 in-* 140,609.9 113,093.6 in-# 0.0 in-# 0.0 0.0 in-# 6.268 in 0.358 0.348 in 178,365.2 in-# 142,602.0 114,989.4 in-# Parapet Bar Spacing Req'd : SEISMIC 16.667 in Parapet Bar Spacing Req'd : WIND 16.667 in aumrna� Wall Design OK 22.00ft clear height, 2.00ft parapet, 6.00in thick with #4 bars at 12.00in on center, d= 3.00in, fc = 4,000.Opsi, Using: ACI Eq. 9-7 for leff with Defl. calc'd at Mn Factored Load Bending : Seismic Load Governs Service Load Defection : Seismic Load Governs Maximum Iterated Moment : Mu 243,590.06 in-# Maximum Iterated Deflection 0.358 in Moment Capacity 336,840.33 in-# Defection Limit 1.760 in Mn ' Phi: Moment Capacity Applied: Mu @ MidSpan Applied: Mu @ Top of Wall Max Iterated Service Load Defection Actual Defection Ratio Actual Reinforcing Percentage UBC Allow. As %= 0.6' RhoBal Actual Axial Stress : (Pw + Po ) / Ag Allowable Axial Stress = 0.04 • rc Seismic Wind 336,840.33 in-# 327,782.05 in-# 243,590.06 in-# 178,365.15 in4 72,329.97 in-# 16,956.36 in-# 0.36 in 0.35 in 738 :1 758 :1 0.0056 0.0056 0.0171 0.0171 15.33 psi 15.33 psi 160.00 psi 160.00 psi 441 College Avenue Title: Job # Santa Rosa, CA 95401 Dsgnr: Date: 1.49PM, 10 SEP 07 (707) 578-8185 Description: (707) 578-7153 Fax Scope : G www.mkmassociates.com Q N Tilt -Up Wall Panel Design Page 2 Aware sr 90407 t -Deem design e. Calculation. Description Typical Existing Panel at Purlin Analysis Data E 3,604,996.5 psi Sgross 702.000 in3 n=Es/Ec 8.04 Mcr=S'Fr 221,991.9 in-# Fr Multiplier for sgrt(fc) 5.000 Fr = 316.23 psi Hl / Thk Ratio 44.00 Rho: Bar Reinf Pct 0.0285 Values for Mn Calculation... Seismic Wind As:eff= IPu:tot + AsFyyFy 2.201 in 2.138 in a : (AsFy + Pu)/(.85 fc b) 0.332 in 0.323 in c = a / .85 - 0.391 in 0.379 in (gross 2,106.000 in4 2,106.00 in4 Icracked 122.89 in4 120.26 in4 I-eff (ACI methods only) 2,106.00 in4 2,106.00 in4 Phi: Capacity Reduction 0.900 0.900 Mn = As:eff Fy (d - a/2) 374,267.03 in-4 364,202.28 in-# Additional Values Loads used for analysis Factored Loads Seismic Wind Wall Weight Wall 'Wt' Wall'Seismic Factor 72.500 psf 20.662 psf Applied Axial Load .225.40 169.05 #/ft Wall Wt' Parapet Seismic Factor 98.600 psf Lateral Wall Weight 1,319.50 989.62 #/ft Service Applied Axial Load 161.00 #/ft Total Lateral Loads 1,544:90 1,158.67 #/ft Service Wt @ max mom 942.50 #/ft Total Service Axial Loads 1,103.50 #/ft ACI Factors (per ACI 318-02, applied internally to entered loads) - ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add'7 "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST ' : 1.100 Roof of - +91.0. u - MOW E. - r.sma 441 College Avenue Title : Job # Santa Rosa, CA 95401 Dsgnr: Date: 1:49PM, 10 SEP 07 (707) 578-8185 Description (707)578-7153 Fax Scope: Tilt -Up Wall Panel Design scD9Ot07ch- Description Typical Existing Panel at Subpurlin General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 1 Clear Height 22.000 it fc 4,000.0 psi Seismic Zone 4 Parapet Height 2.000 It Fy 60,000.0 psi Min Vert Steel % 0.0020 Thickness 6.000 in Phi 0.900 Min Horiz Steel % 0.0012 Bar Size 4 Width 12.000 in Base Fixity 0 % Bar Spacing 12.000 in Wall Seismic Factor 0.2860 Bar Depth 3.000 in Parapet Seismic Factor 1.3600 Min Defl. Ratio 150.0 LL 8 ST Not Combined Concrete Weight 145.00 pcf Using: ACI Eq. 9-7 for left with DeB. calc'd at Mn Parapet Weight Counteracts Middle Loads Lateral Loads Vertical Loads Wind Load psi Uniform DL 56.00 #/ft Point Load Ibs Uniform LL 80.00 #/ft ...height ft ...eccentricity 7.500 in ...load type Seismic Concentric DL Ibs Lateral Load #/it Concentric LL Ibs ...distance to top ft ...distance to bot ft Seismic "I" Magnifier 1.000 ...load type Seismic Wind "I" Magnifier 1:000 Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Seismic Wind Seismic Wind Basic Den w/o P-Delta 0.181 0.003 in 0.129 0.002 in Basic M w/o P-Delta 19,733.4 441.0 in-# 14,095.3 420.0 in-# Moment Excess of Mcr 1,296.1 0.0 in# 0.0 0.0 in# Max. P-Delta Deflection 6.120 6.243 in 0.364 0.346 in Max P-Delta Moment 24,064.5 3,548.6 in# 14,273.1 424.6 in# Maximum Allow Vertical Bar Spacing 16.667 in Parapet Bar Spacing Req'd : SEISMIC 16.667 in Maximum Allow Horizontal Bar Spacing 18.000 in Parapet Bar Spacing Req'd : WIND 16.667 in Wall Design OK 22.00ft clear height, 2.00ft parapet, 6.00in thick with #4 bars at 12.00in on center, d= 3.00in, fc = 4,000.Opsi, Using: ACI Eq. 9-7 for leff with Defl. calc'd at Mn Factored Load Bending : Seismic Load Governs Maximum Iterated Moment: Mu 24.064.47 in# Moment Capacity 34,194.51 in# Mn ' Phi: Moment Capacity Applied: Mu @ Mid -Span Applied: Mu @ Top of Wall Max Iterated Service Load Deflection Actual Deflection Ratio Actual Reinforcing Percentage UBC Allow. As % = 0.6' RhoBal w+Po) /Ag = 0.04 ' fc Service Load Deflection : Seismic Load Governs Maximum Iterated Deflection 0.354 in Deflection Limit 1.760 in Seismic Wind 34,194.51 in-# 33,352.86 in-# 24,064.47 in# 3,548.62 in-# 4,740.96 in# 441.00 in# 0.35 in 0.35 in 745 : 1 764 : 1 0.0056 0.0056 0.0171 0.0171 13.87 psi 13.87 psi 160.00 DSi 160.00 psi 441 College Avenue Title: Job # Santa Rosa, CA 95401 Dsgnr: Date: 1:49PM, 10 SEP 07 PAs��'N(707) Description (707) 578-8185 578-7153 Fax Scope : _ _ wwwm .mkmassociates.co ✓O Rev. 565mc Use,KW-0605908.V.,5.e.0,15Jun2007 Tilt-UpWall Design Panel Desi Page 2 (c)19832007 ENERCALC En9,neenn9 Software ce sc090407- beam desigmecw'Celmla�ions Description Typical Existing Panel at Subpurlin Analysis Data E 3,604,996.5 psi Sgross 72.000 in3 n = Es / Ec 8.04 Mcr = S ' Fr 22,768.4 in-# Fr Multiplier for sgrt(fc) 5.000 Fr = 316.23 psi Ht / Thk Ratio 44.00 Rho: Bar Reinf Pet 0.0285 Values for Mn Calculation... Seismic Wind As:eff= [Pu:tot+AsFy]/Fy 0.223 in 0.217 in a : (AsFy + Pu)/(.85 fc b) 0.328 in 0.320 in c = a 1.85 0.386 in 0.376 in (gross 216.000 in4 216.00 in4 [cracked 12.50 in4 12.26 in4 I-eff (ACI methods only) 216.00 in4 216.00 in4 Phi: Capacity Reduction 0.900 0.900 Mn = As:eff Fy (d - a/2) 37,993.90 in-# 37,058.74 in-# Additional Values Loads used for analysis Factored Loads Seismic Wind Wall Weight 72.500 psi Applied Axial Load 78.40 58.80 #/ft Wall Wt' Wall Seismic Factor 20.735 psf Lateral Weight 1,319.50 989.62 #/ft Wall Wt' Parapet Seismic Factor 98.600 psi Total Lateral Loads 1,319.0 1,989.2 #/ft Service Applied Axial Load 56.00 #/ft Service Wl@ Max Mom 942.50 #/ft Total Service Axial Loads 998.50 #/ft ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 8 C-2 DL 1.400 ACI C-2 Group Factor 0.750 Aaa 1 1.4 r-actor for seismic 1 auu ACI C-1 8 C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add'1 "0.9" Factor for Seismic 0.900 ACI C-1 8 C-2 ST 1.700 ACI C-3 Short Tenn Factor 1.300 ....seismic = ST ' : 1.100 Roof DI_- se 0, u- m oim. Em • r.501n 441 College Avenue Title: - Job # Santa Rosa, CA 95401 Dsgnr: Date: 1:49PM, 10 SEP 07 (707) 578-8185 Description (707)578-7153 Fax Scope: �I www.mkmassociates.com Tilt -Up Wall Panel Design Page 1 sr1190a07h-beamdesian.e .Calwlaiion Description P1 General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Clear Height 22.000 It fc 4,000.0 psi Seismic Zone 4 Parapet Height 2.000 it Fy 60,000.0 psi Min Vert Steel % 0.0020 Thickness 6.000 in Phi 0.900 Min Horiz Steel % 0.0012 Bar Size 6 Width 60.000 in Base Fixity 0 % Bar Spacing 6.000 in Wall Seismic Factor 0.3500 Bar Depth 3.000 in Parapet Seismic Factor 1.3600 Min Defl. Ratio 150.0 LL & ST Not Combined Concrete Weight 145.00 pcf Using: ACI Eq. 9-7 for Ieff with Defl. caldd at Mn Parapet Weiqht Counteracts Middle Wind Load psf Point Load Ibs ...height ft ...load type Seismic Lateral Load 184.00 #/ft ...distance to top 22.000 ft .-distance to bot 12.500 ft ...load type Seismic Vertical Loads Uniform DL 161.00 #/ft Uniform LL 230.00 #/ft ...eccentricity 7.500 in Concentric DL Ibs Concentric LL Its Seismic "I" Magnifier 1.000 Wind "I" Magni ter 1.000 Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Seismic Wind Seismic Wind Basic Defl w/o P-Delta 1.249 0.007 in 0.466 0.007 in Basic M w/o P-Delta 201,794.6 6,339.4 m-# 144,139.0 6,037.5 in-# Moment Excess of Mcr 23,579.2 0.0 in-# 7.130.8 0.0 in-# Max. P-Delta Deflection 8.416 8.472 in 2.097 1.177 in Max P-Delta Moment 231,738.0 27,956.6 in-# 149,496.0 6,591.9 in4# Maximum Allow Vertical Bar Spacing 18.000 in Parapet Bar Spacing Req'd : SEISMIC 18.000 in Maximum Allow Horizontal Bar Spacing 18.000 in Parapet Bar Spacing Req'd : WIND 18.000 in Wall Inadequate 22.00ft clear height, 2.00ft parapet, 6.00in thick with #6 bars at 6.00in on center, d= 3.00in, fc = 4,000.Opsi, Using: ACI Eq. 9-7 for Ieff with Defl. calc'd at Mn Factored Load Bending : Seismic Load Governs Service Load Deflection : Seismic Load Governs Maximum Iterated Moment: Mu 231,738.03 in-# Maximum Iterated Deflection 2.097 in Moment Capacity 570.786.58 in-# Deflection Limit 1.760 in Mn' Phi : Moment Capacity Applied: Mu MidSpan Applied: Mu Top of Wall Max Iterated Service Load DeflectiorDeflection > Allowable I Actual Deflection Ratio Actual Reinforcing Percentage UBC Allow. As %= 0.6' RhoBal Actual Axial Stress: (Pw + Po) / Ag Allowable Axial Stress = 0.04 ' fc Seismic Wind 570,786.58 in-# 567,879.32 in-# 231,738.03 m-# 27,956.58 in4 37,092.29 in-# 6,339.37 in-# 2.10 in 1.18 in 126 :1 224 :1 0.0244 0.0244 0.0171 0.0171 15.33 psi 15.33 psi 160.00 psi 160.00 psi 441 College Avenue Title: Santa Rosa, CA 95401 Dsgnr: (707) 578-8185 Description (707) 578-TI53 Fax Scope : www.mkmassociates.com 07 Tilt -Up Wall Panel Design Description P1 Job # Date: 1:49PM, 10 SEP[[07 72 Page 2 s.090407ch - beam desien. e4»-C.1.1w,on Analysis Data E 3,604,996.5 psi Sgross 360.000 in3 n = Es / Ec 8.04 Mcr = S ' Fr 113,842.0 in-# Fr Multiplier for sgrt(fc) 5.000 Fr = 316.23 psi Ht / Thk Ratio 44.00 Rho: Bar Reinf Pct 0.0285 Values for Mn Calculation... Seismic Wind As:eff=[Pu:tot+AsFy]/Fy 4.529 in 4.497 in a : (AsFy+ Pu)/(.85 fc b) 1.332 in 1.323 in c = a / .85 1.567 in 1.556 in (gross 1,080.000 in4 1,080.00 in4 (cracked 151.77 1n4 150.77 in4 I-eff (ACI methods only) 609.09 in4 1,080.00 in4 Phi: Capacity Reduction 0.900 0.900 Mn = As:eff Fy (d - a/2) 634,207.31 in-# 630,977.02 ink` Additional Values Loads used for analysis Factored Loads Seismic Wind Wall Weight _ Wall Wt' Wall Seismic Factor 72.500 psf 25.375 psf Applied Axial Load 225.40 169:05 #/ft Wall Wt' Parapet Seismic Factor 98.600 psf Lateral Wall Weight 1,544.90 158.67 #/it Service Applied Axial Load 161.00 #/ft Total Lateral Loads 1,544.90 1,158.67 #/ft Service Wt @ Max Mom 942.50 #/ft Total Service Axial Loads 1.103.50 #/it ACI Factors (per ACI 318-02, applied internally to entered loads) I ACI C-1 8 C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add'1 " 1.4" Factor for Seismic 1.400 ACI C-14 C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add" I "0.9" Factor for Seismic 0.900 ACI C-1'8 C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 R00i a- 101.0. u=z00.nlm. Ea. 1. solo / 441 College Avenue Title : ,fob n Santa Rosa, CA 95401 Dsgnr: Date: 1:49PM, 10 SEP 07 (707)578-8185 Description: es(707) 578-7153 Fax Scope www.mkmassocfates.com vn, 5.e.0. 15 J.n 2007.._,.. Steel Column - -. Pd9e,_....I Description Typical Panel Column Brace at Door General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section HSS6XGX5/16 Fy 36.00 ksi X-X Sidesway : Restrained Duration Factor 1.330 Y-Y Sidesway : Restrained Column Height 22.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X-X Unbraced 7.300 ft Kxx 1.000 Live & Short Term Loads Combined Y-Y Unbraced 7.300 ft Kyy 1.000 Loads Axial Load... Dead Load 1.30 k Ecc. for X-X Axis Moments 0.000 in Live Load 1.80 k Ecc. for Y-Y Axis Moments 0.000 in Short Term Load k Distributed lateral Loads... DL LL ST Start End Along Y-Y 0.184 k/ft 12.500 -> 22.000 ft Along X-X k/ft a ft urr'rrr`ry Column Design OK Section : HSS6X6X5/16, Height = 22.0011, Axial Loads: DL = 1.30, LL = 1.80, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X-X = 7.30ft, Y-Y = 7.30ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H7 -I AISC Formula H1 -2 AISC Formula Hl - 3 0.0104 0.0145 0.0249 0.2058 XX Axis :.Fa calc'd per Eq. E2-1, K'Llr < Cc Stresses Allowable & Actual Stresses Dead Live DL + LL DL +Short Fa, Allowable 19.35 ksi 19.35 ksi 19.35 ksi 25.74 ksi fa : Actual 0.20 ksi 0.28 ksi 0.48 ksi 0.48 ksi Fb:xx : Allow [F3.1] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi fb : xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 5.37 ksi Fb:yy : Allow [F3.1 ] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Fex: DL+LL 103,807 psi Cm:x DL+LL 0.60 Cb:x DL+LL 1.00 Fey: DL+LL 103,807 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 Fex: DL+LL+ST 138,063 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 Fey: DL+LL+ST 138.063 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 Max X-X Axis Deflection -0.387 in at 12.027 ft Max Y-Y Axis Deflection 0.000 in at 0.000 ft 441 College Avenue Title: Job # Santa Rosa, CA 95401 Dsgnr: Date: 1:49PM, 10 SEP 07 (707)576-8185 Description (707) 578-7153 Fax Scope www.mkmassociates.com °_ _._ Steel Column Page z Description Typical Panel Column Brace at Door Section Properties HSS6X6X5/16 Depth 6.000 in Weight 21.84 #/ft Values for LRFD Design.... Web Thick 0.291 in Ixx 34.300 in4 J 55.400 in4 Width 6.000 in lyy 34.300 in4 Cw 18.90 in6 Flange Thick 0.291 in Sxx 11.400 in3 Zx 13.600 in3 Area 6.43 in2 Syy 11.400 in3 Zy 13.600 in3 Rt 0.000 in Rxx 2.310 in 0.000 Ryy 2.310 in Section Type = HSS-Square Sketch & Diagram Mal DL. I.n ALeI LL=1.6k Me ST -Ok M Il): %-X MS Dlil L4: DL-0, LL=05, ST=0.1Y kpl, 12.6. 2M Joe Date PE 1 1 �r o 441 College Avenue • Santa Rosa, CA 95401 • (707)578-8185 • Fax:(707)578-7153 ❑ wD = 2� (I�t3) z `f��2 2y (IL� = 2°0� D L = R7 = LL = R2 _ DL = o LL = RI R2 Pc L S• 2 RI = DL = LL = R2 = DL = LL = 0. .. ---= R1 I R2I L = zicm) ='Z2g R1 = DL = LL = �b Z8� (oF 25,rj R2 — DL = LL =. G�4F2 �• t 0 Ca F Ga R1 I 44/�Ki(.171 11C2� .2.1,5 �sYF22I b nZyi t3�� ' D L Sl a, w tj R) = DL = 7 4�& LL = R2 = DL = 0 ' LL = ❑ .-._-b �J R1 Z. I-r, R2I VisualAnalysis 3.12.c Report September 1, 2007 1:50 PM Project: New Life Christian File: R:\2007\New Life Christian Fellowship 072042\ENG\SC083007JW VA truss.VAP Engineer: JW Default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Member Extreme Results Member Fx(lc) x Fy(lc) x Mz(1c) x-ft Ml -17.59( 2) -0.0195( 1) -0.1040( 2) 11 -12.42( 1) 0.2429( 2) 0.4318( 2) M2 -34.45( 2) 0.0145( 1) -0.0683( 2) 11 -24.16( 1) 0.2861( 2) 0.6407( 2) M3 -50.84( 2) 0.0125( 1) 0.0965( 1) 11 -35.38( 1) 0.2889( 2) 0.8562( 2) M4 -66.54( 2) 0.0024( 1) 0.2563( 1) 11 -45.91( 1) 0.2775( 2) 1.0403( 2) M5 -81.60( 2) -0.0079( 1) 0.3923( 1) 1 -55.79( 1) 0.2640( 2) 1.1854( 2) M6 -95.91( 2) 0.0150( 1) 0.5014( 1) 11 -64.97( 1) 0.3097( 2) 1.5236( 2) M7 -109.99( 2) -0.1588( 2) 0.6424( 1) " -73.72(,l) 0.0878( 1) 1.1196( 2) M8 -121.19( 2) 0.4666( 1) 0.3553( 1) 11 -80.55( 1) 1.1118( 2) 4.4189( 2) M9 -121.22( 2) -1.0987( 2) 0.3660( 1) " -80.57( 1) -0.4572( 1) 4.3815( 2) M10 -113.76( 2) -0.0418( 1) 0.5782( 1) 11 -76.46( 1) 0.2224( 2) 1.2537( 2) M11 -103.41( 2) -0.2757( 2) 0.6378( 1) 11 -70.39( 1) 0.0096( 1) 1.5762( 2) M12 -92.83( 2) -0.2236( 2) 0.5664( 1) 11 -63.92( 1) 0.0370( 1) 1.2647( 2) M13 -81.51( 2) -0.2415( 2) 0.4567( 1) 11 -56.74( 1) 0.0238( 1) 1.1729( 2) M14 -69.55( 2) -0.2456( 2) 0.3434( 1) 11 -48.90( 1) 0.0184( 1) 1.0260( 2) M15 -56.91( 2) -0.2493( 2) 0.2277( 1) 11 -40.41( 1) 0.0137( 1) 0.8776( 2) M16 -43.62( 2) -0.2619( 2) 0.0858( 1) 11 -31.25( 1) 0.0030( 1) 0.7292( 2) M17 -29.65( 2) -0.2610( 2) -0.0621( 2) " -21.41( 1) -0.0002( 1) 0.5462( 2) M18 -15.18( 2) -0.2221( 2) -0.0875( 2) 11 -11.04( 1) 0.0313( 1) 0.3653( 2) M19 12.5668( 1) 0.1123( 1) -0.49B3( 2) " 17.8314( 2) 0.4238( 2) 0.7613( 2) M20 24.3283( 1) -0.0051( 1) 0.1573( 1) " 34.6961( 2) 0.2588( 2) 0.8336( 2) M21 35.5355( 1) 0.0087( 1) 0.2351( 1) " 51.0785( 2) 0.2815( 2) 1.0354( 2) M22 46.0591( 1) -0.0037( 1) 0.3907( 1) If 66.7682( 2) 0.2669( 2) 1.2030( 2) M23 55.9315( 1) -0.0061( 1) 0.5208( 1) " 81.8139( 2) 0.2677( 2) 1.3994( 2) M24 65.0946( 1) -0.0687( 1) 0.6710( 1) " 96.1147( 2) 0.1645( 2) 1.2444( 2) M25 73.8616( 1) 0.3360( 1) 0.5557( 1) If 110.22( 2) 0.8746( 2) 3.8377( 2) M26 76.5616( 1) -0.8308( 2) 0.6352( 1) " 113.95( 2) -0.3044( 1) 3.7726( 2) M27 70.4767( 1) -0.1273( 2) 0.7760( 1) " 103.56( 2) 0.0957( 1) 1.2905( 2) M28 64.0190( 1) -0.2248( 2) 0.6650( 1) 11, 92.9947( 2) 0.0371( 1) 1.4272( 2) PI 57 M29 56.8489( 1) -0.2271( 2) 0.5642( " 81.6848( 2) 0.0325( 1) 1.2834( M30 49.0250( 1) -0.2343( 2) 0.4571( " 69.7275( 2) 0.0253( 1) 1.1542( M31 40.5374( 1) -0.2423( 2) 0.3431( " 57.1053( 2) 0.0177( 1) 1.0212( M32. 31.3906( 1) -0.2561( 2) 0.2056( " 43.8249( 2) 0.0058( 1) 0.8822( M33 21.5635( 1) -0.2372( 2) 0.1370( " 29.8578( 2) 0.0174( 1) 0.7115( M34 11.1883( 1) -0.3801( 2) -0.4322( " 15.3839( 2) -0.0873( 1) 0.6525( M35 15.8594( 1) -0.0674( 2) -0.1204( " 22.5116( 2) -0.0076( 1) 0.1040( M36 -13.56( 2) -0.2401( 2) -0.3905( 11 -9.4967( 1) -0.1685( 1) 0.3779( M37 14.7721( 1) -0.0700( 2) -0.1282( " 21.2613( 2) -0.0087( 1) 0.1096( M36 -13.15( 2) -0.24621 2) -0.3951( 11 -9.0462( 1) -0.1714( 1) 0.3993( M39 14.1053( 1) -0.0668( 2) -0.1115( " 20.6622( 2) -0.0059( 1) 0.1097( M40 -12.59( 2) -0.2356( 2) -0.3769( 11 -8.5006( 1) -0.1596( 1) 0.3771( M41 13.2431( 1) -0.0656( 2) -0.1019( " 19.7883( 2) -0.0046( 1) 0.1133( M42 -12.08( 2) -0.2261( 2) -0.3610( 11 -7.9893( 1) -0.1501( 1) 0.3626( M43 12.4224( 1) -0.0636( 2) -0.0905( " 18.9762( 2) -0.0026( 1) 0.1143( M44 -11.56( 2) -0.2175( 2) -0.3479( 11 -7.4681( 1) -0.1410( 1) 0.3482( M45 11.5330( 1) -0.0620( 2) -0.0792( " 18.0452( 2) -0.0009( 1) 0.1171( M46 -11.09( 2) -0.2007( 2) -0.3188( 11 -6.9741( 1) -0.1272( 1) 0.3235( M47 11.0100( 1) -0.0620( 2) -0.0798( " 17.7572( 2) -0.0002( 1) 0.1168( M48 -10.09( 2) -0.2304( 2) -0.3729( 11 -.6.1805( 1) -0.1399( 1) 0.3645( M49 B.5365( 1) -0.0412( 2) 0.0044( " 14.0546( 2) 0.0126( 1) 0.1101( M50 -15.76( 2) -0.0244( 2) -0.0375( 11 -9.0762( 1) -0.0177( 1) 0.0407( M51 -5.1065( 1) -0.0190( 1) 0.0220( " 9.3128( 2) 0.0323( 2) 0.0992( M52 -7.1863( 2) 0.1020( 1) -0.2903( 11 -4.0794( 1) 0.1780( 2) 0.2792( M53 7.6298( 1) -0.0072( 1) -0.0514( " 13.0841( 2) 0.0517( 2) 0.0927( M54 -B.1453( 2) O.OB72( 1) -0.2298( 11 -4.8469( 1) 0.1453( 2) 0.2352( M55 8.1254( 1) -0.0062( 1) -0.0501( " 13.3342( 2) 0.0521( 2) 0.0957( M56 -8.6337( 2) 0.1013( 1) -0.2601( 11 -5.3495( 1) 0.1626( 2) 0.2603( M57 9.0185( 1) -0.0046( 1) -0.0595( " 14.2703( 2) 0.0536( 2) 0.0943( M58 -9.1473( 2) 0.1103( 1) -0.2729( 11 -5.8655( 1) 0.1711( 2) 0.2745( M59 9.8425( 1) -0.0027( 1) -0.0692( " 15.0871( 2) 0.0556( 2) 0.0945( M60 -9.6699( 2) 0.1201( 1) -0.2891( 11 -6.3868( 1) 0.1810( 2) 0.2901( M61 10.6786( 1) -0.0010( 1) -0.0786( " 15.9245( 2) 0.0572( 2) 0.0937( M62 -10.19( 2) 0.1299( 1) -0.3046( 11 -6.9083( 1) 0.1908( 2) 0.3059( M63 11.5088( 1) 0.0009( 1) -0.0868( " 16.7533( 2) 0.0592( 2) 0.0932( M64 -10.70( 2) 0.1394( 1) -0.3201( 11 -7.4195( 1) 0.2001( 2) 0.3204( M65 12.3667( 1) 0.0023( 1) -0.0977( " 17.6197( 2) 0.0604( 2) 0.0909( M66 -11.25( 2) 0.1510( 1) -0.3380( 11 -7.9618( 1) 0.2124( 2) 0.3417( M67 13.0518( 1) 0.0049( 1) -0.1126( " 18.2507( 2) 0.0634( 2) 0.0914( M68 -11.68( 2) 0.1494( 1) -0.3360( 11 -8.4224( 1) 0.2067( 2) 0.3254( M69 14.0955( 1) 0.0042( 1) -0.1068( " 19.4249( 2) 0.0615( 2) 0.0875( P, 5g Nodal Displacements Node Load Case DX ft DY ft RZ deg N1 DL 0.0000 0.0000 -0.1530 " DL+LL 0.0000 0.0000 -0.2224 N2 DL -0.0001 -0.0106 -0.1484 " DL+LL -0.0002 -0.0154 -0.2164 N3 DL -0.0072 -0.0103 -0.1465 " DL+LL -0.0105 -0.0150 -0.2135 04 DL -0.0003 -0.0208 -0.1418 " DL+LL -0.0004 -0.0303 -0.2074 N5 DL -0.0071 -0.0205 -0.1425 " DL+LL -0.0104 -0.0299 -0.2084 N6 DL -0.0006 -0.0304 -0.1314 " DL+LL -0.0009 -0.0444 -0.1931 N7 OL -0.0069 -0.0301 -0.1315 " DL+LL -0.0101 -0.0440 -0.1932 N8 DL -0.0010 -0.0391 -0.1176 " DL+LL -0.0015 -0.0573 -0.1736 N9 DL -0.0066 -0.0389 -0.1179 " DL+LL -0.0096 -0.0569 -0.1740 N10 DL -0.0015 -0.0468 -0.1008 " DL+LL -0.0022 -0.0687 -0.1498 Nil DL -0.0062 -0.0466 -0.1009 " DL+LL -0.0090 -0.0683 -0.1499 N12 DL -0.0021 -0.0532 -0.0802 " DL+LL -0.0030 -0.0782 -0.1198 N13 DL -0.0057 -0.0530 -0.0809 " DL+LL -O.00B3 -0.0778 -0.1209 N14 DL -0.0027 -0.0581 -0.0611 " DL+LL -0.0039 -0.0856 -0.0932 N15 DL -0.0051 -0.0579 -0.0602 " DL+LL -0.0075 -0.0653 -0.0912 N16 DL -0.0034 -0.0613 -0.0215 " DL+LL -0.0050 -0.0905 -0.0307 N17 DL -0.0045 -0.0611 -0.0220 " DL+LL -0.0066 -0.0900 -0.0315 N18 DL -0.0041 -0.0611 0.0180 " DL+LL -0.0060 -0.0899 0.0314 N19 DL -0.0038 -0.0610 0.0165 " DL+LL -0.0056 -0.0897 0.0289 N20 DL -0.0047 -0.0592 0.0377 11 DL+LL -0.0070 -0.0868 0.0590 N21 DL -0.0032 -0.0591 0.0385 " DL+LL -0.0047 -0.0866 0.0603 N22 DL -0.0053 -0.0557 0.0605 " DL+LL -0.0079 -0.0814 0.0921 N23 DL -0.0027 -0.0556 0.0606 " DL+LL -0.0039 -0.0812 0.0921 N24 DL -0.0059 -0.0508 0.0802 " DL+LL -0.0087 -0.0740 0.1199 N25 DL -0.0022 -0.0506 0.0805 " DL+LL -0.0032 -0.0737 0.1203 N26 DL -0.0064 -0.0445 0.0978 " DL+LL -0.0094 -0.0647 0.1445 N27 DL -0.0017 -0.0443 0.0980 " DL+LL -0.0026 -0.0644 0.1448 N28 DL -0.0068 -0.0371 0.1128 " DL+LL -0.0100 -0.0538 0.1653 N29 DL -0.0014 -0.0369 0.1130 " DL+LL -0.0021 -0.0535 0.1656 N30 DL -0.0072 -0.0298 0.1251 " DL+LL -0.0105 -0.0416 0.1821 N31 DL -0.0011 -0.0265 0.1252 " DL+LL -0.0017 -0.0412 0.1821 N32 DL -0.0074 -0.0197 0.1344 P- " DL+LL -0.0109 -0.0283 0.1945 N33 DL -0.0009 -0.0194 0.1350 " DL+LL -0.0014 -0.0280 0.1954 N34 DL -0.0076 -0.0100 0.1404 11 DL+LL -0.0111 -0.0144 0.2024 N35 DL -0.0008 -0.0097 0.1387 " DL+LL -0.0013 -0.0140 0.2000 N36 DL -0.0077 0.0000 0.1446 " DL+LL -0.0113 0.0000 0.2078 Nodal Reactions Node Load Case FX K FY K MZ K-ft N1 DL 0.0000 10.1233 -NA- " DL+LL 0.0000 14.2900 -NA- N36 DL -NA- 9.0122 -NA- " DL+LL -NA- 12.3455 -NA- Design Group Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL 2 2 DL+LL AISC-ASD Steel Design Group: Chords, Member Report Each member checked according to its own shape and span. SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: :Specified brace patterns Lateral at top (+y) = Continuous Lateral at bottom (-y) = Quarter Points Strong (parallel to y) = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. - STEEL PARAMETERS: Py = 50.00ksi Automatic bending coefficient, Cb, calculations. Using 1/3 stress increase per A5.2. FRAME INFORMATION: Sidesway frame for strong axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 Automatic calculation of Cm coefficient per Chapter H. Extreme Checks Only Axial Check: Member Section Name Name M1 WT7x54.5 M1 WT7x54.5 M10 WT7x54.5 M10 WT7x54.5 M11 WT7x54.5 M11 WT7x54.5 M12 WT7x54.5 M12 WT7x54.5 M13 WT7x54.5 &D Load Offset P fa KL/r Cc Fa Code Unity Case 8 ft K ksi ksi Ref. Check 1 0.00 -12.42 -0.78 28.53 107.00 27.33 E2-1 0.03 2 0.00 -17.59 -1.10 28.53 107.00 27.33 E2-1 0.04 1 0.00 -76.46 -4.78 28.53 107.00 27.33 E2-1 0.17 2 0.00 -113.7B -7.11 28.53 107.00 27.33 E2-1 0.26 1 0.00 -70.39 -4.40 28.53 107.00 27.33 E2-1 0.16 2 0.00 -103.41 -6.46 28.53 107.00 27.33 E2-1 0.24 1 0.00 -63.92 -3.99 28.53 107.00 27.33 E2-1 0.15 2 0.00 -92.83 -5.80 28.53 107.00 27.33 E2-1 0.21 1 0.00 -56.74 -3.55 28.53 107.00 27.33 E2-1 0.13 p< 41 M13 WT7x54.5 2 0.00 -81.51 -5.09 28.53 107.00 27.33 E2-1 M14 WT7x54.5 1 0.00 -48.90 -3.06 28.53 107.00 27.33 E2-1 M14 WT7x54.5 2 0.00 -69.55 -4.35 28.53 107.00 27.33 E2-1 M15 WT7x54.5 1 0.00 -40.41 -2.53 28.53 107.00 27.33 E2-1 M15 WT7x54.5 2 0.00 -56.91 -3.56 26.53 107.00 27.33 E2-1 M16 WT7x54.5 1 0.00 -31.25 -1.95 28.53 107.00 27.33 E2-1 M16 WT7x54.5 2 0.00 -43. 62 -2.73 28.53 107.00 27.33 E2-1 M17 WT7x54.5 1 0.00 -21.41 -1.34 28.53 107.00 27.33 E2-1 M17 WT7x54.5 2 0.00 -29.65 -1.85 28.53 107.00 27.33 E2-1 M18 WT7x54.5 1 0.00 -11.04 -0.69 26.53 107.00 27.33 E2-1 M18 WT7x54.5 2 0.00 -15.18 -0.95 28.53 107.00 27.33 E2-1 M19 WT7x54.5 1 0.00 12.59 0.79 28.53 0.00 30.00 D1, B1 M19 WT7x54.5 2 0.00 17.83 1.11 28.53 0.00 30.00 D1, B1 M2 WT7x54.5 1 0.00 -24.16 -1.51 28.53 107.00 27.33 E2-1 M2 WT7x54.5 2 0.00 -34.45 -2.15 28.53 107.00 27.33 E2-1 M20 WT7x54.5 1 0.00 24.33 1.52 28.53 0.00 30.00 D1, B1 M20 WT7x54.5 2 0.00 34.70 2.17 28.53 0.00 30.00 D1, B1 M21 WT7x54.5 1 0.00 35.54 2.22 28.53 0.00 30.00 D1, B1 M21 WT7x54.5 2 0.00 51.08 3.19 28.53 0.00 30.00 D1, B1 M22 WT7x54.5 1 0.00 46.06 2.88 28.53 0.00 30.00 D1, B1 M22 WT7x54.5 2 0.00 66.77 4.17 28.53 0.00 30.00 D1, B1 M23 WT7x54.5 1 0.00 55.93 3.50 28.53 0.00 30.00 D1, B1 M23 WT7x54.5 2 0.00 81.81 5.11 28.53 0.00 30.00 D1, B1 M24 WT7x54.5 1 0.00 65.09 4.07 28.53 0.00 30.00 D1, B1 M24 WT7x54.5 2 0.00 96.11 6.01 2B.53 0.00 30.00 D1, B1 M25 WT7x54.5 1 0.00 73.86 4.62 28.53 0.00 30.00 D1, B1 M25 WT7x54.5 2 0.00 110.22 6.89 28.53 0.00 30.00 D1, B1 M26 WT7x54.5 1 0.00 76.56 4.79 28.53 0.00 30.00 D1, B1 M26 WT7x54.5 2 0.00 113.95 7.12 28.53 0.00 30.00 D1, B1 M27 WT7x54.5 1 0.00 70.48 4.40 28.53 0.00 30.00 D1, B1 M27 WT7x54.5 2 0.00 103.56 6.47 28.53 0.00 30.00 D1, B1 M28 WT7x54.5 1 0.00 64.02 4.00 2B.53 0.00 30.00 D1, B1 M28 WT7x54.5 2 0.00 92.99 5.81 28.53 0.00 30.00 D1, B1 M29 WT7x54.5 1 0.00 56.85 3.55 28.53 0.00 30.00 D1, B1 M29 WT7x54.5 2 0.00 81.68 5.11 28.53 0.00 30.00 D1, B1 M3 WT7x54.5 1 0.00 -35.38 -2.21 28.53 107.00 27.33 E2-1 >M3 WT7x54.5 2 0.00 -50.84 -3.18 28.53 107.00 27.33 E2-1 M30 WT7x54.5 1 0.00 49.03 3.06 28.53 0.00 30.00 D1, B1 M30 WT7x54.5 2 0.00 69.73 4.36 28.53 0.00 30.00 D1, B1 M31 WT7x54.5 1 0.00 40.54 2.53 28.53 0.00 30.00 D1, B1 M31 WT7x54.5 2 0.00 57.11 3.57 28.53 0.00 30.00 D1, B1 M32 WT7x54.5 1 0.00 31.39 1.96 28.53 0.00 30.00 D1, B1 M32 WT7x54.5 2 0.00 43.82 2.74 28.53 0.00 30.00 D1, B1 M33 WT7x54.5 1 0.00 21.56 1.35 28.53 0.00 30.00 D1, B1 M33 WT7x54.5 2 0.00 29.86 1.87 28.53 0.00 30.00 D1, B1 M94 WT7x54,5 1 0.00 11.19 0.70 28.53 0.00 30.00 D1, B1 M34 WT7x54.5 2 0.00 15.38 0.96 28.53 0.00 30.00 D1, B1 'M4 WT7x54.5 1 0.00 -45.91 -2.87 28.53 107.00 27.33 E2-1 M4 WT7x54.5 2 0.00 -66.54 -4.16 28.53 107.00 27.33 E2-1 M5 WT7x54.5 1 0.00 -55.79 -3.49 28.53 107.00 27.33 E2-1 M5 WT7x54.5 2 0.00 -81.60 -5.10 28.53 107.00 27.33 E2-1 M6 WT7x54.5 1 0.00 -64. 97 -4.06 28.53 107.00 27.33 E2-1 M6 WT7x54.5 2 0.00 -95.91 -5.99 28.53 107.00 27.33 E2-1 M7 WT7x54.5 1 0.00 -73.72 -4.61 28.53 107.00 27.33 E2-1 M7 WT7x54.5 2 0.00 -109.99 -6.87 28.53 107.00 27.33 E2-1 MB WT7x54.5 1 0.00 -60.55 -5.03 26.53 107.00 27.33 E2-1 MG WT7x54.5 2 0.00 -121.19 -7.57 28.53 107.00 27.33 E2-1 M9 WT7x54.5 1 0.00 -80.57 -5.04 28.53 107.00 27.33 E2-1 M9 WT7x54.5 2 0.00 -121.22 -7.58 28.53 107.00 27.33 E2-1 Flexure Check (Strong Bending) Member Section Load Offset Mz fbz Lu Cb Fbz Code Unity Name Name Case # ft K-ft ksi ft ksi Ref. Check M1 WT7x54.5 1 3.60 0.29 0.46 0.00 1.00 33.00 F1, web 0.01 M1 WT7x54.5 2 4.00 0.43 0.69 0.00 1.00 33.00 Fl, web 0.02 M10 WT7x54.5 1 3.20 0.86 1.37 0.00 1.00 33.00 Fl,web 0.04 M10 WT7x54.5 2 4.00 1.25 1.99 0.00 1.00 33.00 F1, web 0.06 M11 WT7x54.5 1 0.00 1.03 1.64 0.00 1.00 33.00 F1, web 0.05 M11 WT7x54.5 2 0.00 1.58 2.50 0.00 1.00 33.00 F1, web 0.08 M12 WT7x54.5 1 0.80 0.87 1.37 0.00 1.00 33.00 F1, web 0.04 M12 WT7x54.5 2 0.00 1.26 2.01 0.00 1.00 33.00 F1, web 0.06 M13 WT7x54.5 1 0.40 0.80 1.27 0.00 1.00 33.00 F1, web 0.04 M13 WT7x54.5 2 0.00 1.17 1.86 0.00 1.00 33.00 F1, web 0.06 M14 WT7x54.5 1 0.40 0.71 1.12 0.00 1.00 33.00 F1, web 0.03 M14 WT7x54.5 2 0.00 1.03 1.63 0.00 1.00 33.00 F1, web 0.05 M15 WT7x54.5 1 0.40 0.61 0.97 0.00 1.00 33.00 F1, web 0.03 M15 WT7x54.5 2 0.00 0.88 1.39 0.00 1.00 33.00 Fl,web 0.04 M16 WT7x54.5 1 0.00 6.51 0.81 0.00 1.00 33.00 Fl, web 0.02 M16 WT7x54.5 2 0.00 0.73 1.16 0.00 1.00 33.00 F1, web 0.04 P! G 2- M17 WT7x54.5 1 0.00 0.30 0.61 0.00 1.00 33.00 Fl, web M17 WT7x54.5 2 0.00 0.55 0.87 0.00 1.00 33.00 Fl, web M18 WT7x54.5 1 0.40 0.26 0.41 0.00 1.00 33.00 Fl, web M18 WT7x54.5 2 0.00 0.37 0.5B 0.00 1.00 33.00 Fl, web M19 WT7x54.5 1 4.00 0.53 0.84 0.00 1.00 33.00 Fl, web M19 WT7x54.5 2 4.00 0.76 1.21 0.00 1.00 33.00 Fl, web M2 WT7x54.5 1 4.00 0.44 0.70 0.00 1.00 33.00 Fl, web M2 WT7x54.5 2 4.00 0.64 1.02 0.00 1.00 33.00 F1, web M20 WT7x54.5 1 4.00 0.57 0.91 0.00 1.00 33.00 Fl, web M20 WT7x54.5 2 4.00 0.83 1.32 0.00 1.00 33.00 Fl, web M21 WT7x54.5 1 4.00 0.71 1.12 0.00 1.00 33.00 Fl, web M21 WT7x54.5 2 4.00 1.04 1.64 0.00 1.00 33.00 Fl,web M22 WT7x54.5 1 4.00 0.81 1.29 0.00 1.00 33.00 Fl, web M22 WT7x54.5 2 4.00 1.20 1.91 0.00 1.00 33.00 Fl,web M23 WT7x54.5 1 4.00 0.93 1.48 0.00 1.00 33.00 Fl,web M23 WT7x54.5 2 4.00 1.40 2.22 0.00 1.00 33.00 Fl,web M24 WT7x54.5 1 2.80 0.87 1.39 0.00 1.00 33.00 Fl,web M24 WT7x54.5 2 3.20 1.24 1.98 0.00 1.00 33.00 Fl,web M25 WT7x54.5 1 4.00 2.34 3.71 0.00 1.00 33.00 Fl,web M25 WT7x54.5 2 4.00 3.84 6.09 0.00 1.00 33.00 Fl,web M26 WT7x54.5 1 0.00 2.29 3.63 0.00 1.00 33.00 Fl,web M26 WT7x54.5 2 0.00 3.77 5.99 0.00 1.00 33.00 Fl,web M27 WT7x54.5 1 1.60 0.91 1.45 0.00 1.00 33.00 Fl,web M27 WT7x54.5 2 1.60 1.29 2.05 0.00 1.00 33.00 Fl,web M28 WT7x54.5 1 0.80 0.96 1.53 0.00 1.00 33.00 Fl,web M28 WT7x54.5 2 0.00 1.43 2.27 0.00 1.00 33.00 Fl,web M29 WT7x54.5 1 0.40 0.88 1.39 0.00 1.00 33.00 Fl,web M29 WT7x54.5 2 0.00 1.28 2.04 0.00 1.00 33.00 Fl,web M3 WT7x54.5 1 4.00 0.58 0.92 0.00 1.00 33.00 Fl,web M3 WT7x54.5 2 4.00 0.86 1.36 0.00 1.00 33.00 Fl,web M30 WT7x54.5 1 0.40 0.80 1.27 0.00 1.00 33.00 Fl,web M30 WT7x54.5 2 0.00 1.15 1.83 0.00 1.00 33.00 Fl,web M31 WT7x54.5 1 0.40 0.71 1.13 0.00 1.00 33.00 Fl,web M31 WT7x54.5 2 0.00 1.02 1.62 0.00 1.00 33.00 Fl,web M32 WT7x54.5 1 0.00 0.62 0.98 0.00 1.00 33.00 Fl,web M32 WT7x54.5 2 0.00 0.88 1.40 0.00 1.00 33.00 Fl,web M33 WT7x54.5 1 0.40 0.51 0.80 0.00 1.00 33.00 Fl,web M33 WT7x54.5 2 0.00 0.71 1.13 0.00 1.00 33.00 Fl,web M34 WT7x54.5 1 0.00 0.47 0.74 0.00 1.00 33.00 Fl,web M34 WT7x54.5 2 0.00 0.65 1.04 0.00 1.00 33.00 Fl,web M4 WT7x54.5 1 4.00 0.70 1.11 0.00 1.00 33.00 Fl,web M4 WT7x54.5 2 4.00 1.04 1.65 0.00 1.00 33.00 Fl,web M5 WT7x54.5 1 4.00 0.80 1.26 0.00 1.00 33.00 Fl,web M5 WT7x54.5 2 4.00 1.19 1.88 0.00 1.00 33.00 Fl,web M6 WT7x54.5 1 4.00 1.00 1.58 0.00 1.00 33.00 Fl,web .M6 WT7x54.5 2 4.00 1.52 2.42 0.00 1.00 33.00 Fl,web M7 WT7x54.5 1 1.60 0.80 1.27 0.00 1.00 33.00 Fl,web M7 WT7x54.5 2 1.20 1.12 1.78 0.00 1.00 33.00 Fl,web MS WT7x54.5 1 4.00 2.66 4.22 0.00 1.00 33.00 Fl,web MB WT7x54.5 2 4.00 4.42 7.01 0.00 1.00 33.00 Fl,web M9 WT7x54.5 1 0.00 2.63 4.18 0.00 1.00 33.00 Fl,web M9 WT7x54.5 2 0.00 4.38 6.95 0.00 1.00 33.00 Fl,web Shear Check (Strong Axis): Member Section Load Offset Vy fvy h/tw Eby Code Unity Name Name Case k ft X ksi ksi Ref. Check Ml WT7x54.5 1 0.00 0.20 0.05 12.00 20.00 F4-1 0.00 M1 WT7x54.5 2 0.00 0.24 0.06 12.00 20.00 F4-1 0.00 M10 WT7x54.5 1 0.00 0.18 0.05 12.00 20.00 F4-1 0.00 M10 WT7x54.5 2 0.00 0.22 0.06 12.00 20.00 F4-1 0.00 M11 WT7x54.5 1 4.00 -0.21 -0.06 12.00 20.00 F4-1 0.00 Mil WT7x54.5 2 4.00 -0.28 -0.07 12.00 20.00 F4-1 0.00 M12 WT7x54.5 1 4.00 -0.18 -0.05 12.00 20.00 F4-1 0.00 M12 WT7x54.5 2 4.00 -0.22 -0.06 12.00 20.00 F4-1 0.00 M13 WT7x54.5 1 4.00 -0.19 -0.05 12.00 20.00 F4-1 0.00 M13 WT7x54.5 2 4.00 -0.24 -0.06 12.00 20.00 F4-1 0.00 M14 WT7x54.5 1 4.00 -0.20 -0.05 12.00 20.00 F4-1 0.00 M14 WT7x54.5 2 4.00 -0.25 -0.07 12.00 20.00 F4-1 0.00 M15 WT7x54.5 1 4.00 -0.20 -0.05 12.00 20.00 F4-1 0.00 M15 WT7x54.5 2 4.00 -0.25 -0.07 12.00 20.00 F4-1 0.00 M16 WT7x54.5 1 4.00 -0.21 -0.06 12.00 20.00 F4-1 0.00 M16 WT7x54.5 2 4.00 -0.26 -0.07 12.00 20.00 F4-1 0.00 M17 WT7x54.5 1 4.00 -0.22 -0.06 12.00 20.00 F4-1 0.00 M17 WT7x54.5 2 4.00 -0.26 -0.07 12.00 20.00 F4-1 0.00 M18 WT7x54.5 1 4.00 -0.19 -0.05 12.00 20.00 F4-1 0.00 M18 WT7x54.5 2 4.00 -0.22 -0.06 12.00 20.00 F4-1 0.00 M19 WT7x54.5 1 0.00 0.33 0.09 12.00 20.00 F4-1 0.00 M19 WT7x54.5 2 0.00 0.42 0.11 12.00 20.00 F4-1 0.01 pE M2 WT7x54.5 1 0.00 0.23 0.06 12.00 20.00 F4-1 0.00 M2 WT7x54.5 2 0.00 0.29 0.08 12.00 20.00 F4-1 0.00 M20 WT7x54.5 1 0.00 0.21 0.06 12.00 20.00 F4-1 0.00 M20 WT7x54.5 2 0.00 0.26 0.07 12.00 20.00 F4-1 0.00 M21 WT7x54.5 1 0.00 0.23 0.06 12.00 20.00 F4-1 0.00 M21 WT7x54.5 2 0.00 0.28 0.07 12.00 20.00 F4-1 0.00 . M22 WT7x54.5 1 0.00 0.21 0.06 12.00 20.00 F4-1 0.00 M22 WT7x54.5 2 0.00 0.27 0.07 12.00 20.00 F4-1 0.00 M23 WT7x54.5 1 0.00 0.21 0.06 12.00 20.00 F4-1 0.00 M23 WT7x54.5 2 0.00 0.27 0.07 12.00 20.00 F4-1 0.00 M24 WT7x54.5 1 0.00 0.15 0.04 12.00 20.00 F4-1 0.00 M24 WT7x54.5 2 0.00 0.16 0.04 12.00 20.00 F4-1 0.00 M25 WT7x54.5 1 0.00 0.55 0.15 12.00 20.00 F4-1 0.01 M25 WT7x54.5 2 0.00 0.87 0.23 12.00 20.00 F4-1 0.01 M26 WT7x54.5 1 4.00 -0.52 -0.14 12.00 20.00 F4-1 0.01 M26 WT7x54.5 2 4.00 -0.83 -0.22 12.00 20.00 F4-1 0.01 M27 WT7x54.5 1 4.00 -0.12 -0.03 12.00 20.00 F4-1 0.00 M27 WT7x54.5 2 4.00 -0.13 -0.03 12.00 20.00 F4-1 0.00 M28 WT7x54.5 1 4.00 -0.18 -0.05 12.00 20.00 F4-1 0.00 M28 WT7x54.5 2- 4.00 -0.22 -0.06 12.00 20.00 F4-1 0.00 M29 WT7x54.5 1 4.00 -0.19 -0.05 12.00 20.00 F4-1 0.00 M29 WT7x54.5 2 4.00 -0.23 -0.06 12.00 20.00 F4-1 0.00 M3 WT7x54.5 1 0.00 0.23 0.06 12.00 20.00 F4-1 0.00 M3 WT7x54.5 2 0.00 0.29 0.08 12.00 20.00 F4-1 0.00 M30 WT7x54.5 1 4.00 -0.19 -0.05 12.00 20.00 F4-1 0.00 M30 WT7x54.5 2 4.00 -0.23 -0.06 12.00 20.00 F4-1 0.00 M31 WT7x54.5 1 4.00 -0.20 -0.05 12.00 20.00 F4-1 0.00 M31 WT7x54.5 2 4.00 -0.24 -0.06 12.00 20.00 F4-1 0.00 M32 WT7x54.5 1 4.00 -0.21 -0.06 12.00 20.00 F4-1 0.00 M32 WT7x54.5 2 4.00 -0.26 -0.07 12.00 20.00 F4-1 0.00 M33 WT7x54.5 1 4.00 -0.20 -0.05 12.00 20.00 F4-1 0.00 M33 WT7x54.5 2 4.00 -0.24 -0.06 12.00 20.00 F4-1 0.00 M34 WT7x54.5 1 4.00 -0.31 -0.08 12.00 20.00 F4-1 0.00 M34 WT7x54.5 2 4.00 -0.38 -0.10 12.00 20.00 F4-1 0.01 M4 WT7x54.5 1 0.00 0.22 0.06 12.00 20.00 F4-1 0.00 M4 WT7x54.5 2 0.00 0.28 0.07 12.00 20.00 F4-1 0.00 .M5 WT7x54.5 1 0.00 0.21 0.06 12.00 20.00 F4-1 0.00 -M5 WT7x54.5 2 0.00 0.26 0.07 12.00 20.00 F4-1 0.00 M6 WT7x54.5 1 0.00 0.23 0.06 12.00 20.00 F4-1 0.00 M6 WT7x54.5 2 0.00 0.31 0.08 12.00 20.00 F4-1 0.00 . !M7 WT7x54.5 1 4.00 -0.13 -0.03 12.00 20.00 F4-1 0.00 M7 WT7x54.5 2 4.00 -0.16 -0.04 12.00 20.00 F4-1 0.00 M8 WT7x54.5 1 0.00 0.68 0.18 12.00 20.00 F4-1 0.01 M8 WT7x54.5 2 0.00 1.11 0.30 12.00 20.00 F4-1 0.01 M9 WT7x54.5 1 4.00 -0.67 -0.18 12.00 20.00 F4-1 0.01 M9 WT7x54.5 2 4.00 -1.10 -0.29 12.00 20.00 F4-1 0.01 Combined .Stresses Check: Member Section Load Offset Cmz Fez Code Unity Name Name Case N ft ksi Ref. Check M1 WT7x54.5 1 3.60 0.85 183.50 H1-3 0.04 M1 WT7x54.5 2 4.00 0.85 183.50 H1-3 0.06 M10 WT7x54.5 1 3.20 0.85 183.50 H1-1 0.21 M10 WT7x54.5 2 4.00 0.85 183.50 H1-1 0.31 M11 WT7x54.5 1 0.00 0.85 183.50 H1-1 0.20 M11 WT7x54.5 2 0.00 0.85 183.50 H1-1 0.30 M12 WT7x54.5 1 0.80 0.85 183.50 H1-3 0.19 M12 WT7x54.5 2 0.00 0.85 183.50 H1-1 0.27 M13 WT7x54.5 1 0.40 0.85 183.30 H1-3 0.17 M13 WT7x54.5 2 0.00 0.85 183.50 H1-1 0.24 M14 WT7x54.5 1 0.40 0.85 183.50 H1-3 0.15 M14 WT7x54.5 2 0.00 0.85 183.50 H1-1 0.20 M15 WT7x54.5 1 0.40 0.85 183.50 H1-3 0.12 M15 WT7x54.5 2 0.00 0.65 183.50 H1-3 0.17 M16 WT7x54.5 1 0.00 0.85 163.50 H1-3 0.10 M16 WT7x54.5 2 0.00 0.85 183.50 H1-3 0.13 M17 WT7x54.5 1 0.00 0.85 183.50 H1-3 0.07 M17 WT7x54.5 2 0.00 0.85 183.50 H1-3 0.09 M18 WT7x54.5 1 0.40 0.85 183.50 H1-3 0.04 M18 WT7x54.5 2 0.00 0.85 183.50 H1-3 0.05 M19 WT7x54.5 1 4.00 0.85 183.50 H2-1 0.05 M19 WT7x54.5 2 4.00 0.85 183.50 H2-1 0.07 M2 WT7x54.5 1 4.00 0.65 183.50 H1-3 0.08 M2 WT7x54.5 2 4.00 0.85 183.50 H1-3 0.11 M20 WT7x54.5 1 4.00 0.85 183.50 H2-1 0.08 M20 WT7x54.5 2 4.00 0.85 183.50 H2-1 0.11 M21 WT7x54.5 1 4.00 0.85 183.50 H2-1 0.11 p-. 6`i M21 WT7x54.5 2 4.00 0.85 183.50 H2-1 0.16 M22 WT7x54.5 1 4.00 0.85 183.50 H2-1 0.13 M22 WT7x54.5 2 4.00 0.85 183.50 H2-1 0.20 M23 WT7x54.5 1 4.00 0.85 183.50 H2-1 0.16 M23 WT7x54.5 2 4.00 0.85 183.50 H2-1 0.24 M24 WT7x54.5 1 2.80 0.85 183.50 H2-1 0.18 M24 WT7x54.5 2 3.20 0.85 183.50 H2-1 0.26 M25 WT7x54.5 1 4.00 0.85 183.50 H2-1 0.27 M25 WT7x54.5 2 4.00 0.85 183.50 H2-1 0.41 M26 WT7x54.5 1 0.00 0.85 183.50 H2-1 0.27 M26 WT7x54.5 2 0.00 0.85 183.50 H2-1 0.42 M27 WT7x54.5 1 1.60 0.85 183.50 H2-1 0.19 M27 WT7x54.5 2 1.60 0.85 183.50 H2-1 0.28 M28 WT7x54.5 1 0.80 0.85 183.50 H2-1 0.18 M28 WT7x54.5 2 0.00 0.85 183.50 H2-1 0.26 M29 WT7x54.5 1 0.40 0.85 183.50 H2-1 0.16 M29 WT7x54.5 2 0.00 0.85 183.50 H2-1 0.23 M3 WT7x54.5 1 4.00 0.85 183.50 H1-3 0.11 M3 WT7x54.5 2 4.00 0.85 183.50 H1-3 0.16 M30 WT7x54.5 1 0.40 0.85 183.50 H2-1 0.14 M30 WT7x54.5 2 0.00 0.85 183.50 H2-1 0.20 M31 WT7x54.5 1 0.40 0.85 183.50 H2-1 0.12 M31 WT7x54.5 2 0.00 0.85 183.50 H2-1 0.17 M32 WT7x54.5 1 0.00 0.85 183.50 H2-1 0.10 M32 WT7x54.5 2 0.00 0.85 183.50 H2-1 0.13 M33 WT7x54.5 1 0.40 0.85 183.50 H2-1 0.07 M33 WT7x54.5 2 0.00 0.85 183.50 H2-1 0.10 M34 WT7x54.5 1 0.00 0.85 183.50 H2-1 0.05 M34 WT7x54.5 2 0.00 0.85 183.50 H2-1 0.06 M4 WT7x54.5 1 4.00 0.85 183.50 H1-3 0.14 M4 WT7x54.5 2 4.00 0.85 183.50 H1-1 0.20 M5 WT7x54.5 1 4.00 0.85 183.50 H1-3 0.17 M5 WT7x54.5 2 4.00 0.85 183.50 Hl-1 0.24 M6 WT7x54.5 1 4.00 0.85 183.50 H1-3 0.20 M6 WT7x54.5 2 4.00 0.85 183.50 Hl-1 0.28 M7 WT7x54.5 1 1.60 0.85 183.50 H1-1 0.20 .M7 WT7x54.5 2 1.20 0.85 183.50 H1-1 0.30 `M8 WT7x54.5 1 4.00 0.85 183.50 H1-1 0.30 'MB WT7x54.5 2 4.00 0.85 183.50 H1-1 0.47 'M9 WT7x54.5 1 0.00 0.85 183.50 Hl-1 0.29 •M9 WT7x54.5 2 0.00 0.85 183.50 H1-1 0.46 (')Stress increased by 1/3 according to AISC-ASD A5.2. AISC-ASD Steel Design Group: Webs, Member Report Each member checked according to its own shape and span. SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Specified brace patterns Lateral at top (+y) = Unbraced Lateral at bottom (-y) = Unbraced Strong (parallel to y) = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. STEEL PARAMETERS: Fy = 46.00ksi Automatic bending coefficient, Cb, calculations. Using 1/3 stress increase per A5.2. FRAME INFORMATION: Sidesway frame for strong axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 Automatic calculation of Cm coefficient per Chapter H. Extreme Checks Only Axial Check: Member Section Load Offset P fa KL/r Cc Fa Code Unity Name Name Case N ft R ksi ksi Ref. Check M352L2.5x2.5x.375 1 0.00 15.90 4.58 81.58 0.00 27.60 D1, B1 0.17 M352L2.5x2.5x.375 2 0.00 22.51 6.49 81.58 0.00 27.60 D1, B1 0.24 pf 65 M362L2.5x2.5x.375 1 0.00 -9.53 -2.75 50.96 111.55 22.56 E2-1 M362L2.5x2.5x.375 2 0.00 -13.56 -3.91 50.96 111.55 22.56 E2-1 M372L2.5x2.5x.375 1 0.00 14.81 4.27 81.58 0.00 27. 60 D1, B1 M372L2.5x2.5x.375 2 0.00 21.26 6.13 81.58 0.00 27.60 D1, B1 M382L2.5x2.5x.375 1 0.00 -9.08 -2.62 50.96 111.55 22.56 E2-1 M382L2.5x2.5x.375 2 0.00 -13.15 -3.79 50.96 111.55 22.56 E2-1 M392L2.5x2.5x..375 1 0.00 14.14 4.08 81.58 0.00 27.60 D1, B1 M392L2.5x2.5x.375 2 0.00 20.66 5.95 81.58 0.00 27.60 D1, B1 M402L2.5x2.5x.375 1 0.00 -8.54 -2.46 50.96 111.55 22.56 E2-1 M402L2.5x2.5x.375 2 0.00 -12.59 -3.63 50.96 111.55 22.56 E2-1 M412L2.5x2.5x.375 1 0.00 13.28 3.83 81.58 0.00 27.60 D1, B1 M412L2.5x2.5x.375 2 0.00 19.79 5.70 81.58 0.00 27.60 D1, B1 M422L2.5x2.5x.375 1 0.00 -8.03 -2.31 50.96 111.55 22.56 E2-1 M422L2.5x2.5x.375 2 0.00 -12.08 -3.48 50.96 111.55 22.56 E2-1 M432L2.5x2.5x.375 1 0.00 12.46 3.59 81.58 0.00 27.60 D1, B1 M432L2.5x2.5x.375 2 0.00 18.98 5.47 81.58 0.00 27.60 D1, B1 M442L2.5x2.5x.375 1 0.00 -7.51 -2.16 50.96 111.55 22.56 E2-1 M442L2.5x2.5x.375 2 0.00 -11.56 -3.33 50.96 111.55 22.56 E2-1 M452L2.5x2.5x.375 1 0.00 11.57 3.33 81.58 0.00 27.60 D1, B1 M452L2.5x2.5x.375 2 0.00 18.05 5.20 81.58 0.00 27.60 D1, B1 M462L2.5x2.5x.375 1 0.00 -7.01 -2.02 50.96 111.55 22.56 E2-1 M462L2.5x2.5x.375 2 0.00 -11.09 -3.19 50.96 111.55 22.56 E2-1 M472L2.5x2.5x.375 1 0.00 11.05 3.18 81.58 0.00 27.60 D1, B1 M472L2.5x2.5x.375 2 0.00 17.76 5.12 81.58 0.00 27.60 D1, B1 M482L2.5x2.5x.375 1 0.00 -6.22 -1.79 50.96 111.55 22.56 E2-1 M482L2.5x2.5x.375 2 0.00 -10.09 -2.91 50.96 111.55 22.56 E2-1 M492L2.5x2.5x.375 1 0.00 8.57 2.47 81.58 0.00 27.60 D1, B1 M492L2.5x2.5x.375 2 0.00 14.05 4.05 81.59 0.00 27.60 D1, B1 M502L2.5x2.5x.375 1 0.00 -9.11 -2.63 50.96 111.55 22.56 E2-1 M502L2.5x2.5x.375 2 0.00 -15.76 -4.54 50.96 111.55 22.56 E2-1 M512L2.5x2.5x.375 1 5.12 5.14 1.48 81.58 0.00 27.60 D1, B1 M512L2.5x2.5x.375 2 5.12 9.31 2.68 81.58 0.00 27.60 D1, B1 M522L2.5x2.5x.375 1 3.20 -4.12 -1.19 50.96 111.55 22.56 E2-1 M522L2.5x2.5x.375 2 3.20 -7.19 -2.07 50.96 111.55 22.56 E2-1 M532L2.5x2.5x.375 1 5.12 7.67 2.21 81.58 0.00 27.60 D1, el M532L2.5x2.5x.375 2 5.12 13.08 3.77 81.58 0.00 27.60 D1, B1 M542L2.5x2.5x.375 1 3.20 -4.88 -1.41 50.96 111.55 22.56 E2-1 M542L2.5x2.5x.375 2 3.20 -8.15 -2.35 50.96 111.55 22.56 E2-1 M552L2.5x2.5x.375 1 5.12 8.16 2.35 81.58 0.00 27.60 D1, B1 M552L2.5x2.5x.375 2 5.12 13.33 3.84 81.58 0.00 27.60 D1, B1 M562L2.5x2.5x.375 1 3.20 -5.39 -1.55 50.96 111.55 22.56 E2-1 M562L2.5x2.5x.375 2 3.20 -8.63 -2.49 50.96 111.55 22.56 E2-1 M572L2.5x2.5x.375 1 5.12 9.06 2.61 81.58 0.00 27.60 D1, B1 M572L2.5x2.5x.375 2 5.12 14.27 4.11 81.58 0.00 27.60 D1, B1 M582L2.5x2.5x.375 1 3.20 -5.90 -1.70 50.96 111.55 22.56 E2-1 M582L2.5x2.5x.375 2 3.20 -9.15 -2.64 50.96 111.55 22.56 E2-1 M592L2.5x2.5x.375 1 5.12 9.88 2.85 81.58 0.00 27.60 D1, B1 M592L2.5x2.5x.375 2 5.12 15.09 4.35 81.58 0.00 27.60 D1, B1 M602L2.5x2.5x.375 1 3.20 -6.42 -1.85 50.96 111.55 22.56 E2-1 M602L2.5x2.5x.375 2 3.20 -9.67 -2.79 50.96 111.55 22.56 E2-1 M612L2.5x2.5x.375 1 5.12 10.72 3.09 81.58 0.00 27.60 D1, B1 M612L2.5x2.5x.375 2 5.12 15.92 4.59 81.58 0.00 27.60 D1, B1 M622L2.5x2.5x.375 1 3.20 -6.95 -2.00 50.96 111.55 22.56 E2-1 M622L2.5x2.5x.375 2 3.20 -10.19 -2.94 50.96 111.55 22.56 E2-1 M632L2.5x2.5x.375 1 5.12 11.55 3.33 81.58 0.00 27.60 D1, B1 M632L2.5x2.5x.375 2 5.12 16.75 4.83 81.58 0.00 27.60 D1, B1 M642L2.5x2.5x.375 1 3.20 -7.46 -2.15 50.96 111.55 22.56 E2-1 M642L2.5x2.5x.375 2 3.20 -10.70 -3.08 50.96 111.55 22.56 E2-1 M652L2.5x2.5x.375 1 5.12 12.40 3.57 81.58 0.00 27.60 D1, B1 M652L2.5x2.5x.375 2 5.22 17.62 5.08 81.58 0.00 27.60 D1, B1 M662L2.5x2.5x.375 1 3.20 -8.00 -2.31 50.96 111.55 22.56 E2-1 M662L2.Sx2.5x.375 2 3.20 -11.25 -3.24 50.96 111.55 22.56 E2-1 M672L2.5x2.5x.375 1 5.22 13.09 3.77 81.58 0.00 27.60 D1, B1 M672L2.5x2.5x.375 2 5.12 18.25 5.26 81.58 0.00 27.60 D1, B1 M682L2.5x2.5x.375 1 3.20 -8.46 -2.44 50.96 111.55 22.56 E2-1 M682L2.5x2.5x.375 2 3.20 -11.68 -3.37 50.96 111.55 22.56 E2-1 M692L2.5x2.5x.375 1 5.12 14.13 4.07 81.58 0.00 27.60 D1, B1 M692L2.5x2.5x.375 2 5.12 19.42 5.60 81.58 0.00 27.60 D1, B1 Flexure Check (Strong Bending) Member Section Load Offset Mz fbz Lu Cb Fbz Code Unity Name Name Case A ft K-ft ksi ft ksi Ref. Check M352L2.5x2.5x.375 1 5.12 -0.09 0.97 5.12 2.30 27.60 F1,web 0.04 M352L2.5x2.5x.375 2 5.12 -0.12 1.28 5.12 2.30 27.60 F1,web 0.05 M362L2.5x2.5x.375 1 3.20 -0.27 2.91 3.20 2.30 27.60 Fl,web 0.11 M362L2.5x2.5x.375 2 3.20 -0.39 4.15 3.20 2.30 27.60 F1,web 0.15 M372L2.5x2.5x.375 1 5.12 -0.09 1.01 5.12 2.30 27.60 Fl,web 0.04 M372L2.5x2.5x.375 2 5.12 -0.13 1.36 5.12 2.30 27.60 Fl,web 0.05 M382L2.5x2.5x.375 1 3.20 -0.27 2.90 3.20 2.30 27.60 Fl,web 0.10 M382L2.5x2.5x.375 2 3.20 -0.40 4.20 3.20 2.30 27.60 Fl,web 0.15 P! �o M392L2.5x2.5x.375 1 5.12 -O.OB 0.87 5.12 2.30 27.60 Fl,web M392L2.5x2.5x.375 2 5.12 -0.11 1.18 5.12 2.30 27.60 Fl,web M402L2.5x2.5x.375 1 3.20 -0.26 2.71 3.20 2.30 27.60 Fl,web M402L2.5x2.5x.375 2 3.20 -0.38 4.00 3.20 2.30 27.60 Fl,web M412L2.5x2.5x.375 1 5.12 -0.07 0.79 5.12 2.30 27.60 Fl,web M412L2.5x2.5x.375 2 0.00 0.11 1.20 5.12 2.30 30.36 Fl,web M422L2.5x2.5x.375 1 3.20 -0.24 2.54 3.20 2.30 27.60 Fl,web M422L2.5x2.5x.375 2 3.20 -0.36 3.83 3.20 2.30 27.60 Fl,web M432L2.5x2.5x.375 1 5.12 -0.06 0.69 5.12 2.30 27.60 Fl,web M432L2.5x2.5x.375 2 0.00 0.11 1.21 5.12 2.30 30.36 Fl,web M442L2.5x2.5x.375 1 3.20 -0.23 2.39 3.20 2.30 27.60 Fl,web M442L2.5x2.5x.375 2 3.20 -0.35 3.69 3.20 2.30 27.60 Fl,web M452L2.5x2.5x.375 1 0.00 0.07 0.74 5.12 2.30 30.36 Fl,web M452L2.5x2.5x.375 2 0.00 0.12 1.24 5.12 2.30 30.36 Fl,web M462L2.5x2.5x.375 1 3.20 -0.20 2.15 3.20 2.30 27.60 Fl,web M462L2.5x2.5x.375 2 3.20 -0.32 3.39 3.20 2.30 27.60 Fl,web M472L2.5x2.5x.375 1 0.00 0.07 0.72 5.12 2.30 30.36 Fl,web M472L2.5x2.5x.375 2 0.00 0.12 1.24 5.12 2.30 30.36 Fl,web M482L2.5x2.5x.375 1 3.20 -0.23 2.40 3.20 2.30 21.60 Fl,web M482L2.5x2.5x.375 2 3.20 -0.37 3.96 3.20 2.30 27.60 Fl,web M492L2.5x2.5x.375 1 1.54 0.07 0.74 5.12 1.00 30.36 Fl,web M492L2.5x2.5x.375 2 0.51 0.11 1.17 5.12 1.00 30.36 Fl,web M502L2.5x2.5x.375 1 3.20 -0.03 0.29 3.20 2.30 27.60 Fl,web M502L2.5x2.5x.375 2 3.20 -0.04 0.40 3.20 2.30 27.60 Fl,web M512L2.5x2.5x.375 1 3.07 0.07 0.69 5.12 1.00 30.36 Fl,web M512L2.5x2.5x.375 2 3.59 0.10 1.05 5.12 1.00 30.36 Fl,web M522L2.5x2.5x.375 1 0.00 -0.17 1.77 3.20 2.30 27.60 Fl,web M522L2.5x2.5x.375 2 0.00 -0.29 3.09 3.20 2.30 27.60 Fl,web M532L2.5x2.5x.375 1 4.10 0.05 0.56 5.12 1.00 30.36 Fl,web M532L2.5x2.5x.375 2 5.12 0.09 0.98 5.12 2.30 30.36 Fl,web M542L2.5x2.5x.375 1 0.00 -0.14 1.46 3.20 2.30 27.60 Fl,web M542L2.5x2.5x.375 2 0.00 -0.23 2.44 3.20 2.30 27.60 Fl,web M552L2.5x2.5x.375 1 4.61 0.06 0.60 5.12 1.00 30.36 Fl,web M552L2.5x2.5x.375 2 5.12 0.10 1.02 5.12 2.30 30.36 Fl,web M562L2.5x2.5x.375 1 0.00 -0.16 1.72 3.20 2.30 27.60 Fl,web M562L2.5x2.5x.375 2 0.00 -0.26 2.76 3.20 2.30 27.60 Fl,web M572L2.5x2.5x.375 1 4.61 0.06 0.60 5.12 1.00 30.36 Fl,web M572L2.5x2.5x.375 2 5.12 0.09 1.00 5.12 2.30 30.36 Fl,web M582L2.5x2.5x.375 1 0.00 -0.18 1.87 3.20 2.30 27.60 Fl,web M582L2.5x2.5x.375 2 0.00 -0.27 2.90 3.20 2.30 27.60 Fl,web M592L2.5x2.5x.375 1 4.61 0.06 0.60 5.12 1.00 30.36 Fl,web M592L2.5x2.5x.375 2 5.12 0.09 1.00 5.12 2.30 30.36 Fl,web M602L2.5x2.5x.375 1 0.00 -0.19 2.04 3.20 2.30 27.60 Fl,web M602L2.5x2.5x.375 2 0.00 -0.29 3.07 3.20 2.30 27.60 Fl,web M612L2.5x2.5x.375 1 0.00 -0.06 0.62 5.12 2.30 27.60 Fl,web M612L2.5x2.5x.375 2 5.12 0.09 0.99 5.12 2.30 30.36 Fl,web M622L2.5x2.5x.375 1 0.00 -0.21 2.20 3.20 2.30 27.60 Fl,web M622L2.5x2.5x.375 2 0.00 -0.30 3.24 3.20 2.30 27.60 Fl,web M632L2.5x2.5x.375 1 0.00 -0.07 0.71 5.12 2.30 27.60 Fl,web M632L2.5x2.5x.375 2 0.00 -0.09 0.94 5.12 2.30 27.60 Fl,web M642L2.5x2.5x.375 1 0.00 -0.22 2.37 3.20 2.30 27.60 Fl,web M642L2.5x2.5x.375 2 0.00 -0.32 3.40 3.20 2.30 27.60 Fl,web M652L2.5x2.5x.375 1 0.00 -0.07 0.79 5.12 2.30 27.60 Fl,web M652L2.5x2.5x.375 2 0.00 -0.10 1.04 5.12 2.30 27.60 Fl,web M662L2.5x2.5x.375 1 0.00 -0.24 2.55 3.20 2.30 27.60 Fl,web M662L2.Sx2:5x.375 2 0.00 -0.34 3.59 3.20 2.30 27.60 Fl,web M672L2.5x2.5x.375 1 0.00 -0.09 0.91 5.12 2.30 27.60 Fl,web M672L2.5x2.5x.375 2 0.00 -0.11 1.20 5.12 2.30 27.60 Fl,web M682L2.Sx2.5x.375 1 0.00 -0.24 2.58 3.20 2.30 27.60 Fl,web M682L2.5x2.5x.375 2 0.00 -0.34 3.57 3.20 2.30 27.60 Fl,web M692L2.5x2.5x.375 1 0.00 -0.08 0.89 5.12 2.30 27.60 Fl,web M692L2.5x2.5x.375 2 0.00 -0.11 1.13 5.12 2.30 27.60 Fl,web Shear Check (Strong Axis) Member Section Load Offset Vy fvy h/tw Eby Code Unity Name Name Case A ft K ksi ksi Ref. Check M352L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 0.00 M352L2.5x2.5x.375 2 5.12 -0.07 -0.04 5.67 18.40 F4-1 0.00 M362L2.5x2.5x.375 1 0.00 -0.17 -0.09 5.67 18.40 F4-1 0.00 M362L2.5x2.5x.315 2 0.00 -0.24 -0.13 5.67 18.40 F4-1 0.01 M372L2.5x2.5x.375 1 5.12 -0.06 -0.03 5.67 18.40 F4-1 0.00 M372L2.5x2.5x.375 2 5.12 -0.07 -0.04 5.67 18.40 F4-1 0.00 M382L2.5x2.5x.375 1 0.00 -0.17 -0.09 5.67 18.40 F4-1 0.00 M382L2.5x2.5x.375 2 0.00 -0.25 -0.13 5.67 18.40 F4-1 0.01 M392L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 0.00 M392L2.5x2.5x.375 2 5.12 -0.07 -0.04 5.67 18.40 F4-1 0.00 M402L2.5x2.5x.375 1 0.00 -0.16 -0.09 5.67 18.40 F4-1 0.00 M402L2.5x2.5x.375 2 0.00 -0.24 -0.13 5.67 18.40 F4-1 0.01 M412L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 1B.40 F4-1 0.00 pl( 47 M412L2.5x2.5x.375 2 5.12 -0.07 -0.04 5.67 18.40 F4-1 0.00 M422L2.5x2.5x.375 1 0.00 -0.15 -0.08 5.67 18.40 F4-1 0.00 M422L2.5x2.5x.375 2 0.00 -0.23 -0.12 5.67 18.40 F4-1 0.01 M432L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 0.00 M432L2.5x2.5x.375 2 5.12 -0.06 -0.03 5.67 18.40 F4-1 0.00 M442L2.5x2.5x.375 1 0.00 -0.14 -0.08 5.67 18.40 F4-1 0.00 M442L2.5x2.5x.375 2 0.00 -0.22 -0.12 5.67 18.40 F4-1 0.01 M452L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 0.00 M452L2.5x2.5x.375 2 5.12 -0.06 -0.03 5.67 18.40 F4-1 0.00 M462L2.5x2.5x.375 1 0.00 -0.13 -0.07 5.67 18.40 F4-1 0.00 M462L2.5x2.5x.375 2 0.00 -0.20 -0.11 5.67 16.40 F4-1 0.01 M472L2.5x2.5x.375 1 5.12 -0.05 -0.03 5.67 18.40 F4-1 0.00 M472L2.5x2.5x.375 2 5.12 -0.06 -0.03 5.67 18.40 F4-1 0.00 M482L2.5x2.5x.375 1 0.00 -0.14 -0.07 5.67 18.40 F4-1 0.00 M482L2.5x2.5x.375 2 0.00 -0.23 -0.12 5.67 18.40 F4-1 0.01 M492L2.5x2.5x.375 1 5.12 -0.03 -0.02 5.67 18.40 F4-1 0.00 M492L2.5x2.5x.375 2 5.12 -0.04 -0.02 5.67 18.40 F4-1 0.00 M502L2.5x2.5x.375 2 0.00 -0.02 -0.01 5.67 18.40 F4-1 0.00 M512L2.5x2.5x.375 1 0.00 0.03 0.02 5.67 18.40 F4-1 0.00 M512L2.5x2.5x.375 2 0.00 0.03 0.02 5.67 18.40 F4-1 0.00 M522L2.5x2.5x.375 1 0.00 0.10 0.05 5.67 18.40 F4-1 0.00 M522L2.5x2.5x.375 2 0.00 0.18 0.09 5.67 18.40 F4-1 0.01 M532L2.5x2.5x.375 1 0.00 0.04 0.02 5.67 18.40 F4-1 0.00 M532L2.5x2.5x.375 2 0.00 0.05 0.03 5.67 18.40 F4-1 0.00 M542L2.5x2.5x.375 1 0.00 0.09 0.05 5.67 18.40 F4-1 0.00 M542L2.5x2.5x.375 2 0.00 0.15 0.06 5.67 18.40 F4-1 0.00 M552L2.5x2.5x.375 1 0.00 0.04 0.02 5.67 18.40 F4-1 0.00 M552L2.5x2.5x.375 2 0.00 0.05 0.03 5.67 18.40 F4-1 0.00 M562L2.5x2.5x.375 1 0.00 0.10 0.05 5.67 18.40 F4-1 0.00 M562L2.5x2.5x.375 2 0.00 0.16 0.09 5.67 18.40 F4-1 0.00 M572L2.5x2.5x.375 1 0.00 0.04 0.02 5.67 18.40 F4-1 0.00 M572L2.5x2.5x.375 2 0.00 0.05 0.03 5.67 18.40 F4-1 0.00 M582L2.5x2.5x.375 1 0.00 0.11 0.06 5.67 18.40 F4-1 0.00 M582L2.5x2.5x.375 2 0.00 0.17 0.09 5.67 18.40 F4-1 0.00 M592L2.5x2.5x.375 1 0.00 0.04 0.02 5.67 18.40 F4-1 0.00 M592L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 .0.00 M602L2.5x2.5x.375 1 0.00 0.12 0.06 5.67 18.40 F4-1 0.00 M602L2.5x2.5x.375 2 0.00 0.18 0.10 5.67 18.40 F4-1 0.01 M612L2.5x2.5x.375 1 0.00 0.05 0.02 5.67 18.40 F4-1 0.00 M612L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 0.00 M622L2.5x2.5x.375 1 0.00 0.13 0.07 5.67 18.40 F4-1 0.00 M622L2.5x2.5x.375 2 0.00 0.19 0.10 5.67 18.40 F4-1 0.01 M632L2.5x2.5x.375 1 0.00 0.05 0.03 5.67 18.40 F4-1 0.00 M632L2.5x2.5x.315 2 0.00 0.06 0.03 5.67 18.40 F4-1 0.00 M642L2.5x2.5x.375 1 0.00 0.14 0.07 5.67 18.40 F4-1 0.00 M642L2.5x2.5x.375 2 0.00 0.20 0.11 5.67 18.40 F4-1 0.01 M652L2.5x2.5x,375 1 0.00 0.05 0.03 5.67 18.40 F4-1 0.00 M652L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 0.00 M662L2.5x2.5x.375 1 0.00 0.15 0.09 5.67 18.40 F4-1 0.00 M662L2.5x2.5x.375 2 0.00 0.21 0.11 5.67 18.40 F4-1 0.01 M672L2.5x2.5x.375 1 0.00 0.05 0.03 5.67 18.40 F4-1 0.00 M672L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 0.00 M682L2.5x2.5x.375 1 0.00 0.15 0.08 5.67 18.40 F4-1 0.00 M682L2.5x2.5x.375 2 0.00 0.21 0.11 5.67 18.40 F4-1 0.01 M692L2.5x2.5x.375 1 0.00 0.05 0.03 5.67 18.40 F4-1 0.00 M692L2.5x2.5x.375 2 0.00 0.06 0.03 5.67 18.40 F4-1 0.00 Combined Stresses Check: Member Section Load Offset Cmz Fez Code Unity Name Name Case H ft ksi Ref. Check M352L2.5x2.5x.375 1 5.12 0.85 22.44 H2-1 0.20 M352L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 0.28 M362L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 0.23 M362L2.5x2.5x.375 2 3.20 0.85 57.49 H1-1 0.31 M372L2.5x2.5x.375 1 5.12 0.85 22.44 H2-1 0.19 M372L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 0.27 M382L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 0.22 M382L2.5x2.5x.375 2 3.20 0.85 57.49 H1-1 0.31 M392L2.5x2.5x.375 1 5.12 0.85 22.44 H2-1 0.18 M392L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 0.26 M402L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 0.21 M402L2.5x2.5x.375 2 3.20 0.85 57.49 H1-1 0.29 M412L2.5x2.5x.375 1 5.12 0.85 22.44 H2-1 0.17 M412L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 0.25 M422L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 0.19 M422L2.5x2.5x.375 2 3.20 0.85 57.49 H1-1 0.28 M432L2.5x2.5x.375 1 5.12 0.85 22.44 H2-1 0.15 M432L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 0.24 pl] 211 M442L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 0.18 M442L2.5x2.5x.375 2 3.20 0.85 57.49 H1-3 0.26 M452L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 0.15 M452L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 0.23 M462L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 0.17 M462L2.5x2.5x.375 2 3.20 0.85 57.49 H1-3 0.26 M472L2.5x2.5x.375 1 0.00 D.B5 22.44 H2-1 0.14 M472L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 0.23 M482L2.5x2.5x.375 1 3.20 0.85 57.49 H1-3 0.17 M482L2.5x2.5x.375 2 3.20 0.65 57.49 H1-3 0.27 M492L2.5x2.5x.375 1 1.54 0.85 22.44 H2-1 0.11 M492L2.5x2.5x.375 2 0.51 0.85 22.44 H2-1 0.19 M502L2.5x2.5x.375 1 0.00 0.65 57.49 HI-3 0.13 M502L2.5x2.5x.375 2 0.00 O.B5 57.49 H1-1 0.21 M512L2.5x2.5x.375 1 3.07 0.85 22.44 H2-1 0.08 M512L2.5x2.5x.375 2 3.59 0.85 22.44 H2-1 0.13 M522L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 0.12 M522L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 0.20 M532L2.5x2.5x.375 1 4.61 0.85 22.44 H2-1 0.10 M532L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 0.17 M542L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 0.11 M542L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 0.19 M552L2.5x2.5x.375 1 4.61 0.85 22.44 H2-1 0.10 M552L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 0.17 M562L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 0.13 M562L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 0.21 M572L2.5x2.5x.375 1 4.61 0.85 22.44 H2-1 0.11 M572L2.5x2.5x.375 2 5.12 0.85 22.44 H2-1 0.18 M582L2.5x2.5x.375 1 0.00 0.B5 57.49 H1-3 0.14 M582L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 0.22 M592L2.5x2.5x.375 1 4.61 0.85 22.44 H2-1 0.12 M592L2.5x2.5x.375 2 5.12 O.B5 22.44 H2-1 0.19 M602L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 0.16 M602L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 0.23 M612L2.5x2.5x.375 1 0.00 0.05 22.44 H2-1 0.13 M612L2.5x2.5x.375 2 5.12 0.95 22.44 H2-1 0.20 M622L2.5x2.5x.375 1 0.00 0.65 57.49 H1-3 0.17 M622L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 0.25 M632L2.5x2.5x.375 1 0.00 0.05 22.44 H2-1 0.15 M632L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 0.21 M642L2.5x2.5x.375 1 O.OD 0.05 57.49 H1-3 0.18 M642L2.5x2.5x.375 2 0.00 0.95 57.49 H1-3 0.26 M652L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 0.16 M652L2.5x2.5x.375 2 0.00_ 0.65 22.44 H2-1 0.22 M662L2.5x2.5x.375 1 0.00 OAS 57.49 H1-3 0.19 M662L2.5x2.5x.375 2 0.00 0.85 57.49 H1-3 0.27 M672L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 0.17 M672L2.5x2.5x.375 2 0.00 0.85 22.44 H2-1 0.23 M682L2.5x2.5x.375 1 0.00 0.85 57.49 H1-3 0.20 M682L2.5x2.5x.375 2 0.00 0.B5 57.49 H1-3 0.28 M692L2.5x2.5x.375 1 0.00 0.85 22.44 H2-1 0.18 M692L2.5x2.5x.375 2 0.00 0.B5 22.44 H2-1 0.24 (')Stress increased by 1/3 according to AZSC-ASD A5.2. pl: 0 VisualAnalysis 3.12.c Report September 1, 2007 4:59 PM Project: New Life Christian-hvy bball loading File: R:\2007\New Life Christian Fellowship 072042\ENG\SC083007JW VA truss with hvy BBall.VAP Engineer: JW Default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Nodal Results Node Load Case DX ft DY ft RZ deg FX K Fy K MZ K-ft N1 DL 0.0000 0.0000 -0.1872 0.0000 13.2691 -NA- " DL+LL 0.0000 0.0000 -0.2566 0.0000 17.4358 -NA- N2 DL -0.0001 -0.0129 -0.1806 -NA- -NA- -NA- " DL+LL -0.0002 -0.0177 -0.2486 -NA- -NA- -NA- N3 DL -0.0087 -0.0125 -0.1796 -NA- -NA- -NA- " DL+LL -0.0120 -0.0172 -0.2466 -NA- -NA- -NA- N4 DL -0.0004 -0.0254 -0. 1764 -NA- -NA- -NA- " DL+LL -0.0005 -0.0349 -0.2421 -NA- -NA- -NA- N5 DL -0.0085 -0.0250 -0.1724 -NA- -NA- -NA- " DL+LL -0.0118 -0.0344 -0.2383 -NA- -NA- -NA- N6 DL -0.0008 -0.0368 -0.1515 -NA- -NA- -NA- " DL+LL -0.0011 -0.0508 -0.2132 -NA- -NA- -NA- N7 DL -0.0082 -0.0365 -0.1552 -NA- -NA- -NA- " DL+LL -0.0114 -0.0504 -0.2168 -NA- -NA- -NA- N8 DL -0.0013 -0.0470 -0.1380 -NA- -NA- -NA- " DL+LL -0.0017 -0.0652 -0.1941 -NA- -NA- -NA- N9 DL -0.0079 -0.0468 -0.1376 -NA- -NA- -NA- " DL+LL -0.0109 -0.0648 -0.1938 -NA- -NA- -NA- N10 DL -0.0019 -0.0560 -0.1113 -NA- -NA- -NA- " DL+LL -0.0025 -0.0779 -0.1663 -NA- -NA- -NA- N11 DL -0.0074 -0.0558 -0.1175 -NA- -NA- -NA- " DL+LL -0.0102 -0.0775 -0.1665 -NA- -NA- -NA- N12 DL -0.0025 -0.0634 -0.0932 -NA- -NA- -NA- " DL+LL -0.0035 -0.0884 -0.1329 -NA- -NA- -NA- N13 DL -0.0068 -0.0632 -0.0939 -NA- -NA- -NA- " DL+LL -0.0094 -0.0881 -0.1340 -NA- -NA- -NA- N14 DL -0.0033 -0.0691 -0.0705 -NA- -NA- -NA- " DL+LL -0.0045 -0.0966 -0.1026 -NA- -NA- -NA- N15 DL -0.0061 -0.0689 -0.0696 -NA- -NA- -NA- " DL+LL -0.0085 -0.0963 -0.1007 -NA- -NA- -NA- N16 DL -0.0041 -0. 0729 -0.0261 -NA- -NA- -NA- " DL+LL -0.0057 -0.1020 -0.0353 -NA- -NA- -NA- N17 DL -0.0054 -0.0726 -0.0266 -NA- -NA- -NA- " DL+LL -0.0075 -0.1015 -0.0361 -NA- -NA- -NA- NIB DL -0.0049 -0.0728 0.0191 -NA- -NA- -NA- " DL+LL -0.0068 -0.1016 0.0325 -NA- -NA- -NA- N19 DL -0.0046 -0.0726 0.0177 -NA- -NA- -NA- " DL+LL -0.0064 -0.1013 0.0300 -NA- -NA- -NA- N20 DL -0.0057 -0.0706 0.0434 -NA- -NA- -NA- " DL+LL -0.0079 -0.0982 0.0647 -NA- -NA- -NA- N21 DL -0.0039 -0.0705 0.0442 -NA- -NA- -NA- " DL+LL -0.0054 -0.0979 0.0660 -NA- -NA- -NA- N22 DL -0.0064 -0.0666 0.0699 -NA- -NA- -NA- " DL+LL -0.0089 -0.0923 0.1015 -NA- -NA- -NA- N23 DL -0.0032 -0.0664 0.0101 -NA- -NA- -NA- " DL+LL -0.0045 -0.0920 0.1016 -NA- -NA- -NA- N24 DL -0.0070 -0.0609 0.0932 -NA- -NA- -NA- " DL+LL -0.0098 -0.0841 0.1329 -NA- -NA- -NA- N25 DL -0.0026 -0.0607 0.0935 -NA- -NA- -NA- " DL+LL -0.0037 -0.0837 0.1333 -NA- -NA- -NA- N26 DL -0.0076 -0.0536 0.1140 -NA- -NA- -NA- " DL+LL -0.0106 -0.0737 0.1608 -NA- -NA- -NA- N27 DL -0.0021 -0.0534 0.1144 -NA- -NA- -NA- " DL+LL -0.0030 -0.0734 0.1612 -NA- -NA- -NA- N28 DL -0.0081 -0. 0449 0.1329 -NA- -NA- -NA- " DL+LL -0.0113 -0.0616 0.1854 -NA- -NA- -NA- P] -7o N29 DL -0.0017 -0.0447 0.1325 -NA- -NA- -NA- " DL+LL -0.0024 -0.0612 0.1850 -NA- -NA- -NA- N30 DL -0.0086 -0.0351 0.1447 -NA- -NA- -NA- " DL+LL -0.0119 -0.0479 0.2017 -NA- -NA- -NA- N31 DL -0.0014 -0.0348 0.1484 -NA- -NA- -NA- " DL+LL -0.0019 -0.0475 0.2054 -NA- -NA- -NA- N32 DL -0.0089 -0.0242 0.1686 -NA- -NA- -NA- " DL+LL -0.0124 -0.0329 0.2287 -NA- -NA- -NA- N33 DL -0.0011 -0.0239 0.1644 -NA- -NA- -NA- " DL+LL -0.0016 -0.0324 0.2248 -NA- -NA- -NA- N34 DL -0.0092 -0.0123 0.1721 -NA- -NA- -NA- " DL+LL -0.0127 -0.0167 0.2341 -NA- -NA- -NA- N35 DL -0.0010 -0.0119 0.1713 -NA- -NA- -NA- " DL+LL -0.0014 -0.0162 0.2326 -NA- -NA- -NA- N36 DL -0.0093 0.0000 0.1783 -NA- 12.0914 -NA- " DL+LL -0.0128 0.0000 0.2415 -NA- 15.4247 -NA- a 7/ VisualAnalysis 3.12.c Report september 3, 2007 10:20 AM Project: New Life Christian -mad bball loading File: R:\2007\New Life Christian Fellowship 072042\ENG\SC090307JW VA truss med BBa11.VAP Engineer: JW Default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Nodal Displacements Node Load Case DX ft DY ft RZ deg N1 DL 0.0000 0.0000 -0.1725 " DL+LL 0.0000 0.0000 -0.2418 N2 DL -0.0001 -0.0119 -0.1675 " DL+LL -0.0002 -0.0167 -0.2355 N3 DL -0.0081 -0.0116 -0.1653 " DL+LL -0.0114 -0.0163 -0.2324 N4 DL -0.0004 -0.0234 -0.1602 " DL+LL -0.0005 -0.0330 -0.2259 N5 DL -0.0080 -0.0231 -0.1610 " DL+LL -0.0113 -0.0325 -0.2269 N6 DL -0.0007 -0.0343 -0.1489 " DL+LL -0.0010 -0.0483 -0.2106 N7 DL -0.0078 -0.0340 -0.1469 " DL+LL -0.0110 -0.0479 -0.2106 NS DL -0.0011 -0.0442 -0.1335 " DL+LL -0.0016 -0.0624 -0.1896 N9 DL -0.0074 -0.0440 -0.1338 " DL+LL -0.0105 -0.0620 -0.1900 N10 DL -0.0017 -0.0530 -0.1149 " DL+LL -0.0023 -0.0748 -0.1639 Nll DL -0.0070 -0.0527 -0.1150 " DL+LL -0.0099 -0.0744 -0.1640 N12 DL -0.0023 -0.0603 -0.0919 " DL+LL -0.0032 -0.0853 -0.1315 N13 DL -0.0064 -0.0600 -0.0926 " DL+LL -0.0091 -0.0849 -0.1326 N14 DL -0.0030 -0.0659 -0.0704 " DL+LL -0.0043 -0.0934 -0.1024 N15 DL -0.0058 -0.0657 -0.0694 " DL+LL -0.0082 -0.0931 -0.1004 N16 DL -0.0038 -0.0697 -0.0258 " DL+LL -0.0054 -0.0988 -0.0350 N17 DL -0.0051 -0.0694 -0.0267 " DL+LL -0.0072 -0.09B3 -0.0361 N18 DL -0.0046 -0.0696 0.0182 " DL+LL -0.0065 -0.0983 0.0316 N19 DL -0.0043 -0.0694 0.0168 " DL+LL -0.0061 -0.0991 0.0291 N20 DL -0.0054 -0.0675 0.0422 " DL+LL -0.0076 -0.0951 0.0635 N21 DL -0.0036 -0.0673 0.0434 " DL+LL -0.0051 -0_0948 0.0651 N22 DL -0.0061 -0.0635 0.0697 " DL+LL -0.0086 -0.0892 0.1013 N23 DL -0.0030 -0.0633 0.0698 " DL+LL -0.0042 -0.0889 0.1012 N24 DL -0.0067 -0.0578 0.0918 " DL+LL -0.0095 -0.0810 0.1315 N25 DL -0.0024 -0.0576 0.0922 " DL+LL -0.0034 -0.0807 0.1319 N26 DL -0.0072 -0.0507 0.1116 " DL+LL -0.0103 -0.0708 0.1586 N27 DL -0.0020 -0.0504 0.1120 " DL+LL -0.0028 -0.0705 0.1588 N28 DL -0.0077 -0.0422 0.1287 " DL+LL -D.0109 -0.05B9 0.1812 PI 12 N29 DL -0.0016 -0.0420 0.1289 " DL+LL -0.0022 -0.0585 0.1815 N30 DL -0.0081 -0.0327 0.1425 " DL+LL -0.0115 -0.0455 0.1995 N31 DL -0.0013 -0.0324 0.1426 " DL+LL -0.0018 -0.0451 0.1995 N32 DL -0.0084 -0.0223 0.1528 " DL+LL -0.0119 -0.0310 0.2130 N33 DL -0.0010 -0.0220 0.1535 " DL+LL -0.0015 -0.0306 0.2139 1434 DL -0.0086 -0.0113 0.1595 " DL+LL -0.0121 -0.0157 0.2215 N35 DL -0.0009 -0.0110 0.1575 " DL+LL -0.0014 -0.0153 0.2188 N36 DL -0.0087 0.0000 0.1640 " DL+LL -0.0123 0.0000 0.2272 Nodal Reactions Node Load Case FX FY NZ K K K-f t N1 DL 0.0000 11.2233 -NA- " DL+LL 0.0000 15.3900 -NA- N36 DL -NA- 10.1122 -NA- " DL+LL -NA- 13.4455 -NA- P, 13 VisualAnalysis 3.12.c Report September 3, 2007 10:06 AM Project: New Life Christian -minor hoop loading File: R:\2007\NEWLIF-1\ENG\SC0903-1.VAP Engineer: JW Default Units: Feet, Kips, Degrees, 'Fahrenheit, Seconds. Nodal Displacements Node Load Case DX ft DY ft RZ deg N1 DL 0.0000 0.0000 -0.1770 " DL+LL 0.0000 0.0000 -0.2464 N2 DL -0.0001 -0.0122 -0.1708 " DL+LL -0.0002 -0.0170 -0.2389 N3 DL -0.0082 -0.0118 -0.1697 " DL+LL -0.0115 -0.0165 -0.2367 N4 DL -0.0004 -0.0240 -0.1663 " DL+LL -0.0005 -0.0335 -0.2319 N5 DL -0.0081 -0.0237 -0.1632 " DL+LL -0.0113 -0.0330 -0.2291 N6 DL -0.0008 -0.0348 -0. 1444 " DL+LL -0.0010 -0.0488 -0.2061 N7 DL -0.0078 -0.0345 -0.1474 " DL+LL -0.0110 -0.0484 -0.2091 N8 DL -0.0012 -0.0446 -0.1311 " DL+LL -0.0017 -0.0627 -0.1872 N9 DL -0.0074 -0.0443 -0.1309 " '.DL+LL -0.0105 -0.0623 -0.1870 N10 DL -0.0018 -0.0531 -0.1115 " DL+LL -0.0024 -0.0749 -0.1605 N11 :DL -0.0070 -0.0529 -0.1118 " `DL+LL -0.0099 -0.0746 -0.1607 N12 ,DL -0.0024 -0.0602 -0.0885 " DL+LL -0.0033 -0.0851 -0.1282 N13 DL -0.0064 -0.0599 -0.0892 " •DL+LL -0.0091 -0.0848 -0.1293 N14 DL -0.0031 -0.0656 -0.0671 " DL+LL -0.0043 -0.0931 -0.0992 N15 DL -0.0058 -0.0654 -0.0661 " DL+LL -0.0082 -0.0927 -0.0972 N16 DL -0.0039 -0.0691 -0.0239 " DL+LL -0.0055 -0.0983 -0.0332 N17 DL -0.0051 -0.0688 -0.0245 " DL+LL -0.0072 -0.0978 -0.0340 N18 DL -0.0046 -0.0689 0.0191 " DL+LL -0.0066 -0.0977 0.0325 N19 DL -0.0044 -0.0688 0.0175 " DL+LL -0.0061 -0.0975 0.0298 N20 DL -0.0054 -0.0669 0.0411 " DL+LL -0.0076 -0.0945 0.0625 N21 DL -0.0037 -0.0667 0.0420 " DL+LL -0.0051 -0.0942 0.0638 N22 DL -0.0060 -0.0631 0.0665 " DL+LL -0.0086 -0.0888 0.0980 N23 DL -O.OMl -0.0629 0.0666 " DL+LL -0.0043 -0.0885 0.0981 N24 DL -0.0067 -0.0576 0.0886 " DL+LL -0.0095 -0.0808 0.1283 N25 DL -0.0025 -0.0574 0.0888 " DL+LL -0.0035 -0.0805 0.1286 N26 DL -0.0072 -0.0507 0.1083 " DL+LL -0.0102 -0.0708 0.1551 N27 DL -0.0020 -0.0505 0.1086 DL+LL -0.0028 -0.0705 0.1554 N28 DL -0.0077 -0.0425 0.1261 " DL+LL -0.0109 -0.0591 0.1785 PJ 74 N29 DL -0.0016 -0.0422 0.1258 " DL+LL -0.0023 -0.0588 0.1783 N30 DL -0.0061 -0.0331 0.1377 " DL+LL -0.0115 -0.0459 0.1941 N31 DL -0.0013 -0.0329 0.1407 " DL+LL -0.0019 -0.0456 0.1977 N32 DL -0.0084 -0.0228 0.1585 " DL+LL -0.0119 -0.0315 0.2186 N33 DL -0.0011 -0.0225 0.1553 " DL+LL -0.0016 -0.0311 0.2156 N34 DL -0.0097 -0.0116 0.1624 " DL+LL -0.0122 -0.0160 0.2244 N35 DL -0.0009 -0.0113 0.1615 " DL+LL -0.0014 -0.0156 0.2227 N36 DL -0.0088 0.0000 0.1682 " DL+LL -0.0123 0.0000 0.2313 Nodal Reactions Node Load Case FX K FY K MZ K-ft N1 DL 0.0000 12.4566 -NA- " DL+LL 0.0000 16.6233 -NA- N36 OL -NA- 11.2189 -NA- " DL+LL - -NA- 14.6122 -NA- P� 441 College Avenue Title : Job # Santa Rosa, CA 95401 Dsgnr: Date: 6:20PM, 2 SEP 07 (707)578-8185 Description Dciates(707) 578-7153 Fax Scope : G www.m kmassociates.com J Ver 5.60,15-Jun-2007 Steel Beam Design Page 1 CAI r. Fnninxerino Software beam design 050307.eou:CalCWallon Description Beam over stage General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W33X141 Fy 50.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 45.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL 8 ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 22.50 ft Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.100 k/ft LL k/ft ST k/ft Start Location ft End Location ft Point Loads Note! Short Term Loads Are WIND Loads. #3 #4 Dead Load 34.708 Live Load 17.034 Short Term Location 22.500 Using: W33X141 section, Span = 45.00ft, Fy = 50.Oksi End Fixity = Pinned -Pinned, Lu = 22.50ft, LDF = 1.000 Actual Allowable Moment 643.177 k-ft 722.881 k-ft 1b: Bending Stress 17.228 ksi 19.363 ksi fa/Flo 0.890:1 Shear 31.300 k 402.930 k fv : Shear Stress 1.554 ksi 20.000 ksi tv I Fv 0.078 : 1 Force & Stress k k k ft Beam OK Static Load Case Governs Stress Max. Deflection -0.889 in Length/DL Dell 857.1 :1 Length/(DL+LL Defl) 607.6 :1 <<-- These columns are Dead + Live Load DL LL LL+ST LL Maximum Only Cd? Center (uv) Center Cants Max. M + 643.18 k-ft 451.54 643.18 Max. M - Max. M @ Left Max. M @ Right Shear @ Left 31.30 k 22.78 31.30 Shear @ Right 31.30 k 22.78 31.30 Center Defl. -0.889 in -0.630 -0.889 -0.889 Left Cant Defl 0.000 in 0.000 0.000 0.000 Right Cant Defl 0.000 in 0.000 0.000 0.000 ...Query Defl @ 0.000 ft 0.000 0.000 0.000 Reaction @ Left 31.30 22.78 31.30 31.30 Reaction @ Rt 31.30 22.78 31.30 31.30 Fa calc'd per Eq. E2-2, K*Ur> Cc I Beam, Major Axis, (102,000' Cb / Fy)A.5 <= L/rT <= (510,000' Ch / Fy)A.5 , Fb per Eq. F1-6 as noted ->> LL+ST CED Cants k-ft k-ft k-ft k-ft k k 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in k k 441 College Avenue Title : Job # Santa Rosa, CA 95401 Dsgnr: Date: 6:23PM, 2 SEP 07 (707)578-8165 Description (707) 578-7153 Fax Scope www.mkmassociates.com �p 07 Steel Column Page 1 �fl .re beam tie wC50W7.acx'Cak laliw Description Stage columns General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003'NFPA 5000 Steel Section TS6X6X3/8 Fy 36.00 ksi X-X Sidesway : Restrained Duration Factor 1.000 Y-Y Sidesway : Restrained Column Height 20.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X-X Unbraced 20.000 It Kxx 1.000 Live 8 Short Term Loads Combined Y-Y Unbraced 20.000 ft Kyy 1.000 Loads Axial Load... Dead Load 9.00 k Ecc. for X-X Axis Moments 0.000 in Live Load 3.30 k Ecc. for Y-Y Axis Moments 0.000 in Short Tenn Load k Applied Moments X-X Axis Moments DL LL ST At TOP - k-ft Height Between Ends 10.40 3.90 k-ft 18.500 ft At BOTTOM k-ft '""'�'� ■ Column Design OK Section: TS6X6X3/8, Height = 20.00ft, Axial Loads: DL = 9.00, LL = 3.30, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X-X = 20.00ft, Y-Y = 20.00ft Combined Stress Ratios Dead Live DL + LL DL+ ST+ (LL if Chosen) AISC Formula HI - 1 AISC Formula H1 - 2 AISC Formula H7 - 3 0.4735 0.1768 0.6503 0.6503 XX Axis : Fa calc'd per Eq. E2-1, K'Ur < Cc Stresses Allowable 8. Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 12.23 ksi 12.23 ksi 12.23 ksi 12.23 ksi fa : Actual 1.11 ksi 0.41 ksi 1.52 ksi 1.52 ksi Fb:xx : Allow [F1-6] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi Fb:xx : Allow [F7-7] 8 [F1-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi fb : xx Actual 8.26 ksi 3.10 ksi 11.36 ksi 11.36 ksi Fb:yy : Allow [F7-6] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi Fb:yy : Allow [F7-7] 8 [F7-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex: DL+LL 13,348 psi Cm:x DL+LL 1.00 Cb:x DL+LL 1.00 Fey: DL+LL 13,348 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 F'ex: DL+LL+ST 13,348 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 F'ey: DL+LL+ST 13,348 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 Max X-X Axis Deflection -0.512 in at 11.467 It Max Y-Y Axis Deflection 0.000 in at 0.000 ft i 441 College Avenue Title : Job # ���Santa Rosa, CA 95401 Dsgnr: Date: 6:12PM, 2 SEP 07 .�,�., {. (707)578-8185 Description: xmdes (707)578-7153 Fax Scope: y � www.mkmassociates.com / Ver 5.8.0, 15-Jun-2007 Steel Beam Design Page 1 LALC Engineering Sore Oeam eesign 050307..CalwlaWn beam over AV room General Information Code Ref: AISC 9lh ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W16X57 Fy 50.00ksi Pinned -Pinned Load Duration Factor 1.25 Center Span 19.00 ft Bon Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL 8 ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 19.00 ft Point Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load 10.123 10.123 k Live Load 4.167 4.167 k Short Tenn k Location 8.000 11.000 ft Summary I Beam OK Static Load Case Governs Stress Using: W16X57 section, Span = 19.00ft, Fy = 50.Oksi End Fixity = Pinned -Pinned, Lu = 19.00ft, LDF = 1.250 Actual Allowable Moment 116.895 k-ft 125.298 k-ft Max. Deflection -0.317 in Po : Bending Stress 15.214 ksi 16.308 ksi Length/DL Deft 1,004.5 :1 fb I Fb 0.933 : 1 Length/(DL+LL Deft) 718.6 :1 Shear 14.832 k 141.298 k fv : Shear Stress 2.099 ksi 20.000 ksi fv I Fir 0.105 : 1 Force & Stress <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only A Center Center a Cants Cants Max. M + 116.89 k-ft 83.56 116.89 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 14.83 k 10.67 14.83 k Shear @ Right 14.83 k 10.67 14.83 k Center Deg. -0.317 in -0.227 -0.317 -0.317 0.000 0.000 in Left Cant Deg 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deg 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deg @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 14.83 10.67 14.83 14.83 k Reaction @ Rt 14.83 10.67 14.83 14.83 k Fa calc'd per Eq. E2-2, K'L/r> Cc I Beam, Major Axis, L/rT > (510,000 `Cb / Fy)".5 , Fb per Eq. F1-7 1 Beam, Major Axis, Fb per Eq. F1-8, Fb=12,000 Cb Af / (I' d) 441 College Avenue Title : Job # Santa Rosa, CA 95401 Dsgnr: Date: 6:23PM, 2 SEP 07 ��(�++ (707) 578-8185 Description ffW(707) 578-7153 Fax Scope M www.mkmassociates.com 15-Jun-2007 Steel Column Page 1 ineenng Sag are beam aesion 050307.em CoWation Description AV Columns General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section TSSXSXI/4 Fy 36.00 ksi X-X Sidesway : Restrained Duration Factor 1.000 Y-Y Sidesway : Restrained Column Height 12.500 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X-X Unbraced 12.500 ft Kxx 1.000 Live 8 Short Term Loads Combined Y-Y Unbraced 12.500 ft Kyy 1.000 Dead Load 10.67 k Ecc. for X-X Axis Moments 0.000 in Live Load 4.16 k Ecc. for Y-Y Axis Moments 0.000 in ShortTerm Load k Applied Moments X-X Axis Moments DL LL ST At TOP k-ft Height Between Ends 4.44 1.73 k-ft 8.000 ft At BOTTOM k-ft Column Design OK Section : TS5X5X1/4, Height = 12.50ft, Axial Loads: DL = 10.67, LL = 4.16, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X-X = 12.50ft, Y-Y = 12.50ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 0.5805 0.5805 AISC Formula Ht - 2 0.4731 0.4731 AISC Formula H1 - 3 0.3823 0.1490 XX Axis : Fa calc'd per Eq. E2-1, K'Ur < Cc Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa : Allowable 15.56 ksi 15.56 ksi 15.56 ksi 15.56 ksi fa : Actual 2.32 ksi 0.91 ksi 3.23 ksi 3.23 ksi Flo:xx : Allow [F7$] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi Fb:xx : Allow [F1-7] 8 [Fl-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi fb : xx Actual 5.03 ksi 1.96 ksi 6.99 ksi 6.99 ksi Fb:yy : Allow [F1-6] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi Fb:yy : Allow [Fl-7] 8 [F1-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi fib: yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi F'ex: DL+LL 24,437 psi Cm:x DL+LL 1.00 Cb:x DL+LL 1.00 Fey: DL+LL 24,437 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 F'ex: DL+LL+ST 24,437 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 F'ey: DL+LL+ST 24,437 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 Max X-X Axis Deflection -0.106 in at 5.667 ft Max Y-Y Axis Deflection 0.000 in at 0.000 ft 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 1:49PM, 11 SEP 07 PAssoc ,,��..�� (707) 578-8185 Description 1L1L� (707) 578-7153 Fax Scope : y -- _ www.mkmassociates.com / Rev: 58000] Use[ KW-0605908, Ver 5. a 0, 15-Jurv2007 Steel Beam Design Page 1 (c)1983 2007 ENERCALC Engineering SofW re SC0 N07JW-ALL STEEL nESIGNS.ECW:BaAwbell F Description center hoop main support beams General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC. 2003 NFPA 5000 Steel Section : TS6X6X1/4 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 8.00 R Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 it LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Point Loads Note Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load 2.500 k Live Load 0.300 k Short Term k Location 4.000 It summary Beam OK Static Load Case Governs Stress Using: TS6X6X1/4 section, Span = B.00ft, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = O.00ft, OF = 1.000 Actual Allowable Moment 5.752 k-ft 19.998 k-ft Max. Deflection -0.061 in fb : Bending Stress 6.834 ksi 23.760 ksi Length/L DO1,.: 1 fb / Fb 0.288 : 1 Length/(DL+LL Deb) 1,580580.9 :1 Shear 1.476 k 43.200 k tv : Shear Stress 0.492 ksi 14.400 ksi tv / Fv 0.034 : 1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only Center (a) Center Cants P Cants Max. M + 5.75 k-ft 5.15 5.75 k-ft Max. M - k-ft Max. M @ Left - k-ft Max. M @ Right k-ft Shear @ Left 1.48 k 1.33 1.48 k Shear @ Right 1.48 k 1.33 1.48 k Center Defl. -0.061 in -0.054 -0.061 -0.061 0.000 0.000 in Left Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Dell @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.48 1.33 1.48 1.48 k Reaction @ Rt 1.48 1.33 1.48 1.48 k Fa caldd per Eq. E2-1, K'Ur < Cc Section Properties TS6X6X7/4 Depth 6.000 in Weight 18.99 #/it Thickness 0.250 in Ixx 30.300 in4 Width 6.000 in lyy 30.300 in4 Sxx 10.100 in3 Area 5.59 in2 Syy 10.100 in3 Rt 3.000 in R-xx 2.330 in Values for LRFD Design.... R-yy 2.330 in J 48.500 in4 2:x 11.900 in3 Zy 11.900 in3 441 College Avenue Title : New Life Christian Santa Rosa, CA 95401 Dsgnr: JW (707) 578-8185 Description (707)578-7153 Fax Scope: www.mkmassociates.com 07 Steel Beam Design Description transfer beam at center hoop -interior wall side Job # 072042 Date: 1:49PM, 11 SEP 07 1 General Information Code Ref: AISC 91h ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W8X10 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 14.00 it Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL 8 ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 14.00 ft Point Loads Note! Short Tenn Loads Are WIND Loads. #1 Dead Load 1.297 #2 #3 #4 #5 #6 #7 k Live Load 0.150 k Short Term k Location 1.500 ft Summary Beam OK Static Load Case Governs Stress Using: WBX10 section, Span = 14.00f1, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = 14.00ft, LDF = 1.000 Actual Moment 2.031 k-ft fb : Bending Stress 3.121 ksi fb / Fb 0.427 : 1 Shear 1.362 k fv : Shear Stress 1.016 ksi fv / Fv 0.071 : t Force & Stress DL Maximum Only Allowable 4.759 k-ft Max. Deflection -0.061 in 7.312 ksi Length/DL Deg 2,998.4 :1 Length/(DL+LL Defl) 2,736.0 : 1 19.315 k 14.400 ksi <<- Thes LL Center 2.03 Max. M + 2.03 k-ft 1.83 Max. M - Max. M @ Left Max. M @ Right Shear @ Left 1.36 k 1.23 1.36 Shear @ Right 0.23 k 0.21 0.23 Center Deg. -0.061 in -0.056 -0.061 Left Cant Deg 0.000in 0.000 0.000 Right Cant Deg 0.000 in 0.000 0.000 ...Query Deg @ 0.000 it 0.000 0.000 Reaction @ Left 1.36 1.23 1.36 Reaction @ Rt 0.23 0.21 0.23 Fa calc'd per Eq. E2-2, K'L/r> Cc I Beam, Major Axis, LIrT > (510,000Cb / Fy)A.5 , Fb per Eq. F1-7 1 Beam, Major Axis, Fb per Eq. F1-8, Fb=12,000 Cb Af / (I' d) imns are Dead + Live Load placed as noted ->> LL+ST LL LL+ST _Co2 Center 0 Cants CED Cants k-ft k-ft k-ft k-ft k k -0.061 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in 1.36 k 0.23 k 441 College Avenue Title : New Life Christian Santa Rosa, CA 95401 Dsgnr: JW (707) 578-8185 Description (707)578-7153 Fax Scope: www.mkmassociates.com 07 omare Steel Beam Design Description transfer beam at center hoop -exterior wall side Job# 072042 Date: 1:49PM, 11 SEP 07 Page 1 eesketE llF General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W8X18 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 21.50 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 it LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 21.50 ft Point Loads Notel Short Term Loads Are WIND Loads. Dead Load 1.297 Live Load 0.150 Short Tenn Location 11.000 Using: WBX18 section, Span = 21.50ft, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = 21.50ft, LDF = 1.000 Actual Moment 8.799 k-ft fb : Bending Stress 6.947 ksi fb I Fb 0.702 : 1 Shear 0.932 k fv : Shear Stress 0.498 ksi fv I Fv 0.035 : 1 Force & Stress DL Maximum Only Allowable 12.539 k-ft 9.899 ksi 26.960 k 14.400 ksi <<-- Thes LL 0. Center 8.80 Max. M + 8.80 k-ft 7.99 Max. M - Max. M @ Left Max. M @ Right Shear @ Left 0.90 k 0.83 0.90 Shear @ Right 0.93 k 0.86 0.93 Center Defl. -0.336 in -0.306 -0.336 Left Cant Defl 0.000 in 0.000 0.000 Right Cant Defl 0.000 in 0.000 0.000 ...Query Defl @ 0.000 it 0.000 0.000 Reaction @ Left 0.90 0.83 0.90 Reaction @ Rt 0.93 0.86 0.93 Fa calcd per Eq. E2-2, K'L/r> Cc I Beam, Major Axis, UrT > (510,000Cb / Fy)4.5 , Fb oer Eq. Ft-7 1 Beam, Major Axis, Fb per Eq. F1-8, Fb = 12,000 Cb Af / (I' d) k k k ft Beam OK Static Load Case Governs Stress Max. Deflection -0.336 in Length/DL Defl 842.7 : 1 Length/(DL+LL Defl) 767.8 : 1 imns are Dead + Live Load placed as noted ->> LL+ST LL LL+ST 0 Center I@ Cants Cants k-ft k-ft k-ft k-ft k k -0.336 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in 0.90 k 0.93 k 441 College Avenue Title : New Life Christian Santa Rosa, CA 95401 Dsgnr: JW PAQQn ,�. n�(707) 578-8185 Description .1ciaesM (707) 578-7153 Fax Scope www.mkmassociates.com Rev: 580007 UserKW-0605908. Var 5.80.15-Jun-2007 Steel Beam Design Ic1198y2007 ENERCALC Enainnnrinn Rn ara Description side truss Job # 072042 Date: lA9PM, 11 SEP 07 Kok - Page 1 General Information Code Ref: AISC 9th ASD, 1997 UBC, 20031BC, 2003 NFPA 5000 Steel Section : TS6X6X1/4 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 3.00 R Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 It LL 8 ST Act Together Right Cant 4.00 It Lu : Unbraced Length 0.00 It Point Loads Note! Short Term Loads Are WIND Loads. Dead Load 2.500 k Live Load k Short Term k Location 1.500 It Summary Beam OK mi Static Load Case Governs Stress Using: TS6X6X1 /4 section, Span = 3.00ft, Fy = 36.Oksi, Left Cant. = O.00ft, Right Cant. = 4.00ft End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 1.820 k-ft 19.998 k-ft Max. Deflection 0.009 in fb : Bending Stress 2.163 ksi 23.760 ksi Length/DL Defl 10,939.7 : 1 fb / Fb 0.091 : 1 Length/(DL+LL Defl) 10,939.7 : 1 .Shear 1.329 k 43.200 k fv : Shear Stress 0."3 ksi 14.400 ksi fv / Fv 0.031 : 1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only no- Center Center Cants Cants Max. M + 1.82 k-ft 1.82 k-ft Max. M - -0.15 k-ft Max. M @ Left k-ft Max. M @ Right -0.15 k-ft Shear @ Left 1.23 k 1.23 k Shear @ Right 1.33 k 1.33 k Center Defl. -0.003 in -0.003 0.000 -0.003 0.000 -0.003 in Left Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.009 in 0.009 0.000 0.009 0.000 0.009 in ...Query Deg @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.23 1.23 1.23 1.23 k Reaction @ Rt 1.41 1.41 1.41 1.41 k Fa calcd per Eq. E2-1, K'Ur < Cc Section Properties TS6X6X1/4 Depth 6.000 in Weight 18.99 #/it Thickness 0.250 in In 30.300 in4 Width 6.000 in lyy 30.300 in4 Sxx 10.100 in3 Area 5.59 M2 Syy 10.100 in3 Rt 3.000 in R-xx 2.330 in Values for LRFD Design.... R-yy 2.330 in J 48.500 in4 Zx 11.900 in3 Zy 11.900 in3 441 College Avenue Title' New Life Christian Santa Rosa, CA 95401 Dsgnr: AMJW _Mn� (707) 578-8185 Description .Jl. sates (707) 578-7153 Fax Scope www.mkmassociates.com Ver 5.0.0, 15-Jun2007 Steel Beam Design CA-C Enainearina Sor re Description side retracted Job # 072042 Date: 1:49PM, 11 SEP 07 Page 1 SCO9 07JW-ALL STEEL DESIGNS. ECW. Basketball General Information Code Rat: AISC 9lh ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000' Steel Section : TS6X6X114 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 3.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL 8 ST Act Together Right Cant 7.00 ft Lu : Unbraced Length 3.00 ft Point Loads Note! Short Term Loads Are WIND Loads. #6 #7 Dead Load 2.000 Live Load Short Tenn Location 10.000 k k k it Static Load Case Governs Stress Using: TS6X6X1/4 section, Span = 3.0011, Fy = 36.Oksi, Left Cant. = 0.00ft, Right Cant. = 7.0011 End Fixity = Pinned -Pinned, Lu = 3.00ft, LDF = 1.000 Actual Allowable Moment 14.465 k-ft 19.998 k-ft Max. Deflection 0.658 in fb : Bending Stress 17.186 ksi 23.760 ksi LengthL Defl 255.2 : 1 fib I Fb 0.723 : 1 Lengthl(/(DL+LL Defl) 255.2 : 1 Shear 4.850 k 43.200 k fv : Shear Stress 1.617 ksi 14.400 ksi fv / Fv 0.112 : 1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only 0 Center an. Center 0 Cants Cants Max. M + 14.47 k-ft k-ft Max. M - -14.47 k-ft Max. M @ Left k-ft Max. M @ Right -14.47 k-ft Shear @ Left 4.79 k 4.79 k Shear @ Right 4.85 k 4.85 k Center Defl. 0.016 in 0.016 0.000 0.016 0.000 0.016 in Left Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.658 in -0.658 0.000 -0.658 0.000 -0.658 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left Reaction @ Rl Fa calc'd per Eq. E2-1, -4.79 6.98 K'L/r < Cc -4.79 6.98 -4.79 4.79 k 6.98 6.98 k Section Properties TS6X6X1/4 Depth 6.000 in Weight 18.99 #/ft Thickness 0.250 in Ixx 30.300 in4 Width 6.000 in lyy 30.300 in4 Sxx 10.100 in3 Area 5.59 in2 Syy 10.100 in3 Fit 3.000 in R-xx 2.330 in Values for LRFD Design.... R-yy 2.330 in J 48.500 in4 Zx 11.900 in3 Zy 11.900 in3 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Data: 1:49PM, 11 SEP 07 PAss'oc'i1'1(707)(707) 578-8185 Description 578-7153 Fax Scope: _ www.mkmassociates.com Rev: 580007 Usar. KW-0605909, Ver 5.8.0. 15-Jun-2007 Steel Beam Design Page 1 I (cN2W7 ENERCALC Engineenng Sol re SC090407JW-ALL STEEL DESIGNS. ECW'. 13. WWI I Description side basketball hoops offset General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : TS6X6X1/4 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 3.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft U. 8 ST Act Together Right Cant 4.00 It Lu : Unbraced Length 3.00 ft Point Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load 2.500 k Live Load k Short Term k Location 7.000 it Summary Beam OK Static Load Case Governs Stress Using: TS6X6X7/4 section, Span = 3.00ft, Fy = 36.Oksi, Left Cant. = O.00ft, Right Cant. = 4.00ft End Fixity = Pinned -Pinned, Lu = 3.00ft, LDF = 1.000 Actual Allowable Moment 10.152 k-ft 19.998 k-ft Max. Deflection 0.186 in fib : Bending Stress 12.062 ksi 23.760 ksi Length/DL Defl 517.0 :1 fb / Fb 0.508 : 1 Length/(DL+LL Defl) 517.0 :1 Shear 3.412 k 43.200 k tv : Shear Stress 1.137 ksi 14.400 ksi tv / Fv 0.079 : 1 Force & Stress <<- These columns are Dead + Live Load placed as noted ->> DL U. LL+ST LL LL+ST Maximum Only A Center A. Center Cants Cants Max. M + 10.15 k-ft k-ft Max. M - -10.15 k-ft Max. M @ Left k-ft Max. M @ Right -10.15 k-ft Shear @ Left 3.36 k 3.36 k Shear@Right 3.41k 3.41 k Center Defl. 0.o11 in 0.011 0.000 0.011 0.000 0.011 in Left Cant Deb 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant DO 0.186 in -0.186 0.000 -0.186 0.000 -0.186 in ...Query DO @ 0.000 it 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left -3.36 -3.36 -3.36 -3.36 k Reaction @ Rt 5.99 5.99 5.99 5.99 k Fa calc'd per Eq. E2-1, K'L/r < Cc Section Properties TS6X6X114 Depth 6.000 in Weight 18.99 #/it Thickness 0.250 in Im 30.300 in4 Width 6.000 in lyy 30.300 in4 Sxx 10.100 in3 Area 5.59 in2 Syy 10.100 in3 Rt 3.000 in R-xx 2.330 in Values for LRFD Design.... R-yy 2.330 in J 48.500 in4 Zx 11.900 in3 Zy 11.900 in3 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 1:49PM, 11 SEP 07 Description (707) 578-0165 (707)578-7153 Fax Scope: www.mkmassociates.com ® 7 D, Steel Beam Design Page 1 oflware SCO90aWJW-ALL STEEL DESIGNS. ECW: Basketball Description pully support beam General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : TS4X4X3/16 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 9.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Point Loads Notel Short Term Loads Are WIND Loads. 1111 #2 #3 #4 #5 #6 #7 Dead Load 2.500 k Live Load k Short Term k Location 2.000 ft Summary Beam OK Static Load Case Governs Stress Using: TS4X4X3/16 section, Span = 9.0011, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 3.946 k-ft 6.534 k-ft Max. Deflection -0.225 in fb : Bending Stress 14.350 ksi 23.760 ksi Length/L 480.3 : 1 f a I Flo0.604 : 1 Length/(DL+LLLL DeFl) 480.3 : 1 Shear 1.987 k 21.600 k fv : Shear Stress 1.325 ksi 14.400 ksi fv / Fv 0.092 : 1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum Only CED Center a Center Cants Cants Max. M+ 3.95 k-ft 3.95 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 1.99 k 1.99 k Shear @ Right 0.60 k 0.60 k Center Defl. -0.225 in -0.225 0.000 -0.225 0.000 0.000 in Left Cant Carl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query DeFl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.99 1.99 1.99 k Reaction @ Rt 0.60 0.60 0.60 k Fa calc'd per Eq. E2-1, K'Ur < Cc Section Properties TS4X4X3/16 Depth 4.000 in Weight 9.41 #/ft Thickness 0.188 in In 6.590 in4 Width 4.000 in lyy 6.590 in4 Sxx 3.300 in3 Area 2.77 in2 Syy 3.300 in3 Rt 2.000 in R-xx 1.540 in Values for LRFD Design.... R-yy 1.540 in J 10.600 in4 Zx 3.910 in3 Zy 3.910 in3 =10, qz� SON PAF r r 77P NWlxi LIN- Aikl4l�,m *4 ly `bl3xl.ixl2.3��1��,=lB�0sf' "tall- I-T T Wo fit J, # 1 Ft PFO I°aCz�)=Q4.8�IF P = I,%2, 11- 474,4 LVWeu. T�*el` � P a 4os Pr F— In,* 05; ZQS li�llz�— �1a Cw�n�.d+a^ r= �zo (147) , ?w r 2 M 1j rt , M21 6 , rV52 ff. %4z it 3/cud= 998"�� =z 1a�",cZ"� 1 eL 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 10:54AM, 8 SEP 07 (707) 578-8185 Description (707) 578-7153 Fax Scope www.mkmassociates.com 87 07 Steel Beam Design Page f Nwwrw SCO9. 407JW-All STFFI ❑FSIf N&FCWmwhscmar Description mech screen post General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : L3X3X714 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.33 Center Span 3.40 it Sm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 2.50 ft Lu : Unbraced Length 0.00 ft I Point Loads Note! Short Term Loads Are WIND Loads Dead Load k Live Load k Short Tenn 0.170 0.245 0.375 k Location 5.900 0.500 3.400 it wmmary Beam OK Short Term Load Case Governs Stress Using:-L3X3X1/4 section, Span = 3.40ft, Fy = 36.Oksi, Left Cant. = O.00ft, Right Cant. = 2.50ft End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.330 Actual Allowable Moment 0.456 k-ft 2.070 k-ft Max. Deflection 0.052 in fib : Bending Stress 4.754 ksi 21.600 ksi Length/L Deft 2,.: 1 fb / Fb 0.220 : 1 Length/(DL+LL Defl) 1 ,146146.1 : 1 Shear 0.217 k 14.364 k tv : Shear Stress 0.578 ksi 19.152 ksi tv I Fv 0.030 : 1 Force & Stress <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only 0 Center Center 0 Cants Cants Max. M + 0.46 k-ft 0.00 0.11 k-ft Max. M - -0.03 -0.03 -0.46 k-ft Max. M @ Left k-ft Max. M @ Right -0.03 -0.03 -0.46 k-ft Shear @ Left 0.22 k 0.01 0.22 0.12 k Shear @ Right 0.19 k 0.03 0.06 0.19 k Center Defl. 0.008 in 0.000 0.000 -0.002 0.000 0.008 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.052 in -0.002 0.000 0.002 0.000 -0.052 in ...Query DO @ 0.000 it 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.22 0.01 0.22 -0.12 k Reaction @ Rt 0.72 0.05 0.46 0.72 k Section Properties L3X3X114 Depth . 3.000 in Weight 9.78 #/ft Thickness 0.250 in Ixx 2.490 in4 Width 3.000 in lyy 4.572 in4 - Sxx 1.150 in3 Area 2.88 m2 Syy 1.524 in3 Angle Spacing 0.000 in R-xx 0.930 in Values for LRFD Design.... R-yy 1.260 in 441 College Avenue Santa Rosa, CA 95401 (707)578-8185 (707)578-7153 Fax Description mech screen brace Title: New Life Christian Dsgnr: JW Description Scope: Steel Column Job # 072042 Date: 10:54AM, 8 SEP 07 Page 1 ,B saoens General Information Code Ref: AISC 9th ASD. 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section .L3X3X114 Fy 36.00 ksi X-X Sidesway : Restrained Duration Factor 1.330 Y-Y Sidesway : Restrained Column Height 4.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X-X Unbraced 4.000 ft Kxx 1.000 Live & Short Term Loads Combined Y-Y Unbraced 4.000 ft Kyy 1.000 Loads Axial Load... Dead Load k Ecc. for X-X Axis Moments 0.000 in Live Load k Ecc. for Y-Y Axis Moments 0.000 in Short Tenn Load 0.72 k mmrary ■ ® Column Design OK Section L3X3X1/4, Height = 4.00ft, Axial Loads: DL = 0.00, LL = 0.00, ST = 0.72k, Ecc. = 0.000in Unbraced Lengths: X-X = 4.00ft, Y-Y = 4.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 -I AISC Formula H1 - 2 0.0087 AISC Formula Hl - 3 Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi fa : Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.25 ksi Fb:xx : Allow [F1-6] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi Fb:xx : Allow IFI-71 & [Fl-8] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi fb : xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Fb:yy : Allow [F7-6] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi Fb:yy '. Allow IF1-7] & IF1-8] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex: DL+LL 56,037 psi Cm:x DL+LL 0.60 Cb:x DL+LL 1.00 Fey: DL+LL 102,899 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 F'ex: DL+LL+ST 74,529 psi Cm:x DL+LL+ST 0.60 _ Cb:x DL+LL+ST 1.00 Pay: DL+LL+ST 136,855 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 Max X-X Axis Deflection 0.000 in at 0.000 ft Max Y-Y Axis Deflection 0.000 in at 0.000 ft Section Properties L3X3X1/4 Depth 3.000 in Weight 9.n #/ft Values for LRFD Design.... Thickness 0.250 in bot 2.490 in4 J Width 3.000 in lyy 4.572 in4 0.00 Sxx 1.150 in3 Zx Area 2.88 in2 Syy 1.524 in3 Zy Angle Spacing 0.000 in Rxx 0.930 in 0.000 . _ Ryy 1.260 in 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 11:32AM, 8 SEP 07 (707) 578-8185 Description (707) 578-7153 Fax Scope : � www.mkmassociates.com o D7 Timber Beam & Joist Page 1 orrware SCO90407JW ALL STEEL DESIGNS. EC W:merh weeps Description Wood memeber supporting Mech Screen Timber Member Information 'ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined (E) 44-worst case Timber Section 4� Beam Width in 3.500 Beam Depth in 5.500 Le: Unbraced Length ft 0.00 Timber Grade Douglasnr- Larch, No.2 Fb - Basic Allow psi 900.0 Fv -Basic Allow psi 180.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.330 Member Type Sawn Repetitive Status No Center Span Data Span R 8.00 Dead Load #/R 28.00 Live Load #/R 40.00 Point#1 OL Ibs LL Ibs -720.00 @ X ft 1.200 Paint #2 DL Ibs LL lbs 720.00 @ X ftj 4.050 Results Ratio = 0.6789 Mmax @ Center in-k 18.64 @ X = ft 4.06 fb : Actual psi 1,056.4 Fb : Allowable psi 1,556.1 Bending OK fv: Actual psi 38.8 Fv : Allowable psi 239.4 Shear OK Reactions @ Left End DL 112.00 LL -96.50 Max. DL+LL T 15.50 @ Right End DL 112.00 LL 416.50Max. DL+LL 528.50 Deflections Ratio OK Center DL Del in -0.033 UDeR Ratio 2,888.5 Center LL Del in -0.144 UDeR Ratio 664.6 Center Total DO in -0.178 Location R 4.192 UDell Ratio 540.6 441 College Avenue Title : New Life Christian Job # 072042 Santa Rosa, CA 95401 Dsgnr: JW Date: 3:02PM, 8 SEP 07 (707) 578-8185 Description (707) 578-7153 Fax Scope : 90 www.mkmassociates.com q7 Timber Beam & Joist Page ullware SC0904D7JW-ALL STEEL DESIGNS. ECW:Merh Uni Description Mech Unit Support Members Timber Member Information %ode Ref: 199712001 NDS, 2000/20031BC, 2003 NFPA 5000. Base allowables are user defined BI 82.(E) member 83-large unit @ B1-large unit@storg S&P Timber Section Prim: 3.5A.5 404 Prilm. 3. 5xl 1.875 Prim. 3.5x11.875 Beam Width in 3.500 3.500 3.500 3.500 Beam Depth in 9.500 13.250 11.875 11.875 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Timber Grade SCL, 3.5- to 7• Douglas nr - SCL, 3.5- In 7- SCL, 3.5- to 7' Thick SCL Larch, No.2 Thick SCL Thick SCL Fb - Basic Allow psi 2,800.0 900.0 2,800.0 2,800.0 Fv - Basic Allow psi 285.0 180.0 285.0 285.0 Elastic Modulus ksi 2,000.0 1,600.0 2,000.0 2,000.0 Load Duration Factor 1,0011 1,250 1.000 1,010 Member Type 1 Manuf/Pine Sawn Manuf/Pine Manuf/Pine Repetitive Status No No No No Center Span Data Span ft 8.00 8.00 23.00 25.00 Dead Load #/ft 135.00 245.00 Live Load #/ft 320.00 - Dead Load #/ft 105.00 105.00 Live Load #/ft Start ft 11.000 18.000 End ft 23.000 25.000 Results Ratio = 0.0879 0.4708 0.2152 0.0991 Mmax @ Center in-k 12.96 54.24 49.56 22.83 @ X = ft 4.00 4.00 14.17 19.00 fb : Actual psi 246.2 529.6 602.5 277.6 Fb: Allowable psi 2,800.0 1,125.0 2,800.0 2,800.0 Bending OK Gentling OK Bending OK Bending OK fv : Actual psi 19.7 53.2 30.1 19.4 Fv : Allowable psi 285.0 225.0 285.0 285.0 Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL 540.00 980.00 328.70 102.90 - LL 0.00 1,280.00 0.00 0.00 Max. DL+LL T 540.00 2.260.00 328.70 102.90 @ Right End DL 540.00 980.00 931.30 632.10 LL 0.00 1,280.00 0.00 0.00 Max. DL+LL540.00 2,260.00 931.30 632.10 Deflectlon5 Ratio OK Deflection OK Deflection OK Deflection OK Center DL Dee in -0.025 -0.021 -0.364 -0.172 L/Defl Ratio 3,859.2 4,615.6 757.4 -1,746.0 Center ILL Defl in 0.000 -0.027 0.000 0.000 L/Defl Ratio 0.0 3,533.8 0.0 0.0 Center Total Defl in -0.025 -0.048 - -0.364 -0.172 Location ft 4.000 4.000 12.328 14.100 L/Defl Ratio 3,859.2 2,001.5 757.4 1,746.0 a/ 0 a o c - ;x N y o E _ r0 m N U Y c a` o c 7 � r ar o 0 rn tir gn Ism •. r v l S L m �o'roen m m �- N E E U U U N IsN N N L a � N OI Ol O o a e to vt N N r rn c C c E O y O q J U � y M d m u1 o N n 10 m � ca w a K o 0 0 0 m a v a 0'm U ` m m m N N N N N E 1E m m U U U 6 ci 3 L n o" Q LL m N C II CO 0 _ + o a C w O N N 0 (� (n A ` 10 Q O M O m yti o 0 m w m m i` E + Wto II F�'I! J ci 0 0 O ]:> O U O m .,Il Ali. O LL LL ' LL �i J II II II II O LL n n H m E d plkn :rn w. 1 a 7oa co co b w v U fn N Q y 0'. O � N m O N O,IA v01 iP0 o 0 aOt ci A .y �..ip1.4 E N w II y II I! U II II II II II II II II co u _y LL LL m F t co o In N 10 n In PJC & Associates, Inc. Consulting Engineers & Geologists October 17, 2007 No. 3548.01 New Life Christian Fellowship Church Attention: Naudia Ibanez 55 Maria Drive Petaluma, CA 94574 RECEIVED Subject: Geotechnical Plan Review NOV 0 9 2007 Proposed Building Renovation New Life Christian Fellowship Church 1310 Clegg Street BUIDING DW. Petaluma, California References: Report titled, "Geotechnical Investigation, Proposed Building Renovation, 1310 Clegg Street, Petaluma, California," prepared by PJC & Associates, Inc., dated September 17, 2007. Structural Plans, Sheets S1 through S3 and SDI through SD9, prepared by MKM & Associates, latest revision dated September 11, 2007. Dear Naudia: PJC & Associates, Inc. (PJC) is pleased to submit this letter presenting the results of our geotechnical review of the structural plans for the proposed New Life Christian °® Fellowship Church building renovation located at 1310 Clegg Street in Petaluma, California. PJC previously prepared a geotechnical report dated September 17, 2007 for the project. The purpose of our plan review was to confirm that the recommendations of our geotechnical report were incorporated into the above referenced plans. ANA Based on the results of our geotechnical review, the above referenced plans are in conformance with the recommendations of our geotechnical report. However, we have the following comments: Design Criteria note 2 on sheet SDI lists a passive pressure of 350 pcf (pounds per cubic foot). The calculation should be based on a passive pressure of 300 pcf as recommended in the project geotechnical report. 2. Foundations/Site Work note 1 on SDI gives an incorrect job title, PJC job number and geotechnical report date. These plans have been reviewed and are found to be in general conformance with the uniform codes and ordinances as r adopted by the jurisdiction. P1 8 7�� Plan Reviewer Date Main (7ce'— M HoTffr' StreTP'nuitb'A, Co5ti, CA 94931 707-792-9221 • Fax 707-792-1747. Sonoma Branch • 141 East Napa Street, Sonoma, CA 95476 707-935-3747 Fax 707-935-3587 K We trust that this is the information that you require at this time. If you have any questions concerning the content of this letter, please call. Sincerely, VIC & ASSOCIATES, INC. �atrick J. Co way Geotechnical n neer GE 2303, Call rnia PJC/j dm cc: Josh Wallace, MKM & Associates (1) Jim McCalligan, JMA Architect (1) PJC & Associates, Inc. Consulting Engineers & Geologists September 17, 2007 New Life Christian Fellowship Church Attention: Naudia Ibanez 55 Maria Drive Petaluma, CA 94574 Subject: Geotechnical Investigation Proposed Building Renovation 1310 Clegg Street Petaluma, California Dear Naudia: �F.0EodF S E P 2 1 2007 Job No. RECEIVED ED NOV 0 9 2007 PJC & Associates, Inc. (PJC) is pleased to submit this report which presents the results of our geotechnical investigation for the proposed building renovation located at 1310 Clegg Street in Petaluma, California. The approximate location of the site is shown on the Site Location Map, Plate 1. Our services were completed in accordance with our proposal for geotechnical engineering services, dated August 15, 2007. This report presents our engineering opinions and recommendations regarding the geotechnical aspects of the design and construction of the proposed project. Based on the results of this study, it is our opinion that the project is feasible from a geotechnical engineering standpoint, provided the recommendations presented herein are incorporated in the design and carried through construction. 1. PROJECT DESCRIPTION Based on the plans by JMA Architect, latest revision dated September 12, 2007, it is our understanding that the proposed project will consist of renovating the existing commercial office warehouse structure and converting into the New Life Christian Fellowship Facility. The project will consist of converting a majority of the warehouse portion of the structure into an auditorium. The remaining portion will be converted into meeting rooms, offices, storage rooms and other assorted uses. The renovation will include a structural engineering evaluation and upgrade, and new foundations. An elevator and new interior and exterior concrete slabs -on - grade will be included in the project. Structural loading information was not available at the time of this investigation. For our analysis, we anticipate that structural foundation loads will be light to moderate with d Is live continuous wall loads less than six kips per lineal foot (plf) n gfd pj t"iVej_ Wted_Qg_1umn 01 Main Office • 442 Houser Street, Suite A, Cotati, CA §49319 Sonoma Branch • 141 East Napa Street, Sonoma, CA 95476 7 SCALE: 1: 24,000 REFERENCE: USGS COTATI CALIFORNIA QUADRANGLE, PHOTOREVISED 1980. PJC & Associates, Inc. SITE LOCATION MAP PLATE Consulting Engineers & Geologisis PROPOSED STRUCTURAL RENOVATION 1310 CLEGG STREET PETALUMA, CALIFORNIA 39491.01 9/crr� Arr'e by PJC 01 loads less than 100 kips. If these assumed loads vary significantly from the actual loads, we should be consulted to review the actual loading conditions and, if necessary, revise the recommendations of this report. Site grading and drainage plans were not available at the time of this report. We anticipate that the renovation work for the building will be performed at existing grade. However, a four -foot excavation will be required for the elevator pit. We expect that cutting and filling will not be required within the remainder of the building envelope. However, it is our understanding that the driveway and parking area along the perimeter of the building will be expanded and upgraded, and may require raising the grade by filling. Furthermore, it is our understanding that the existing loading dock will be filled to raise the site grade. Therefore, we assume that fills up to five feet will be required to achieve the site exterior finish grades, and provide adequate gradients for site drainage. 2. PURPOSE AND SCOPE OF SERVICES The purpose of this investigation was to evaluate the subsurface conditions at the site and to develop geotechnical criteria for design and construction of the project. Specifically, the scope of our services consisted of the following: a. Drill five exploratory boreholes to depths between five and 11.5 feet below the existing ground surface to observe the soil and groundwater conditions. Our field geologist was on site during the drilling to log the materials encountered in the boreholes and to obtain representative samples for visual classification and laboratory testing. b. Perform laboratory tests on selected samples to evaluate their index and engineering properties. C. Review seismological and geologic literature on the site area, discuss site geology and seismicity, and evaluate potential geologic hazards and earthquake effects (i.e., liquefaction, ground rupture, settlement, lurching and lateral spreading, expansive soils, etc.). d. Perform engineering analyses to develop geotechnical recommendations for site preparation and grading, compaction requirements for subgrade and fills, foundation types and design criteria, lateral earth pressures, support of concrete slabs -on -grade, site drainage, and construction considerations. e. Preparation of this formal report summarizing our work on this project. 3 3. SITE DESCRIPTION a. General. The site is located on the southeast side of Clegg Street, approximately 200 feet southwest of the intersection of Clegg Street and North McDowell Boulevard. The site is located in a nearly fully developed commercial and industrial area of northeastern Petaluma. The site is bounded by Clegg Street to the northwest, commercial structures to the northeast and southwest, and an undeveloped lot to the southeast. The site is occupied by an office warehouse structure consisting of a partial two-story structure with concrete tilt -up walls, and a concrete slab -on -grade floor. A loading dock is present at the southwestern portion of the structure. The remaining portion of the structure is bounded by asphaltic concrete paving and vegetative landscaping. It is our understanding that the structure was constructed in the 1980's. Based on documentation provided by Mark Friedman, the building pad is underlain by non -expansive engineered fill. Except for some obvious separation of the concrete walls at two locations in the warehouse area, the structure is performing well. No obvious settling of other structural distress was observed. b. Topography and Drainage. The site is located in the Petaluma River Drainage basin at Denman Flat. The site is level and located near an elevation of 30 feet above mean sea level (MSL) according to USGS Cotati California Quadrangle. Site drainage consists of sheet flow and surface infiltration, and provided by storm sewers located on site and the adjacent Clegg Street. The nearest drainage course is the Petaluma River, which is located 1500 feet south of the site. 4. REGIONAL GEOLOGY The site is located in the Coast Ranges Geomorphic Province of California. This province is characterized by northwest trending topographic and geologic features, and includes many separate ranges, coalescing mountain masses and several major structural valleys. The province is bounded on the east by the Great Valley and on the west by the Pacific Ocean. It extends north into Oregon and south to the Transverse Ranges in Ventura County. The structure of the northern Coast Ranges region is extremely complex due to continuous tectonic deformation imposed over a long period of time. The initial tectonic episode in the northern Coast Ranges was a result of plate convergence which is believed to have begun during late 3 Jurassic time. This process involved eastward thrusting of oceanic crust beneath the continental crust (Klamath Mountains and Sierra Nevada) and the scraping off of materials that were accreted to the continent (northern Coast Ranges). East -dipping thrust and reverse faults were believed to be the dominant structures formed. Right lateral, strike slip deformation was superimposed on the earlier structures beginning in mid -Cenozoic time, and has progressed northward to the vicinity of Cape Mendocino in Southern Humboldt County (Hart, Bryant and Smith, 1983). Thus, the principal structures south of Cape Mendocino are northwest -trending, nearly vertical faults of the San Andreas system. Based on published geologic literature, the site is underlain by Quaternary fluvial deposits (Qyfo) located at the outer edges of alluvial fans. Based on our boreholes, we judge that the native surface soils are more characteristic of fine-grained basin deposits. 5. FAULTING Geologic structures in the region are primarily controlled by northwest trending faults. No known active fault passes through the site. The site is not located in the Alquist-Priolo Earthquake Fault Studies Zone. Based on our research, the three closest known potentially active faults to the site are the Rodgers Creek and the San Andreas faults. The Rodgers Creek fault is located 4.9 miles to the northeast, and the San Andreas fault is located 14.6 miles southwest of the site. Table 1 outlines the nearest known faults and their associated maximum magnitude, and estimated peak ground acceleration. TABLE 1 CLOSEST KNOWN ACTIVE FAULTS Distance from Maximum Peak Site Fault Name Site (Miles) Earthquakes Acceleration ,s Moment Ma nitude Rodgers Creek 4.9 17.0 .234 San Andreas 14.6 1 7.9 .184 6. SEISMICITY The site is located within a zone of high seismic activity related to active faults that transverse through the surrounding region. Future damaging earthquakes could occur on any of these fault systems during the lifetime of the proposed project. In general, the intensity of ground shaking at the site will depend upon the distance to the causative earthquake epicenter, the magnitude of the shock, the response characteristics of the underlying 5 earth materials, and the quality of construction. Seismic considerations and hazards are discussed in the following subsections of this report. 7. SUBSURFACE CONDITIONS a. Soils. The subsurface conditions at the project site were investigated by drilling five exploratory boreholes (BH-1 through BH-5) within the vicinity of the proposed development area to depths between five and 11.0 feet below the existing ground surface. The approximate borehole locations are shown on the Borehole Location Plan, Plate 2. The boreholes were used to perform. Standard Penetration Tests (SPT) and to collect samples of the underlying stratums for laboratory testing. The drilling and sampling procedures and descriptive borehole logs are included in Appendix A. The laboratory procedures are included in Appendix B. The boreholes encountered artificial fill overlying fine-grained fluvial deposits that extended to the maximum depths explored. Underlying the existing pavement section, the boreholes encountered a layer of artificial fill consisting of a clayey sand. However, fill was not encountered in BH-2. This layer appeared moist to saturated, moderately compacted, and fine to medium grained. This layer appeared to consist of an import material, and extended to depths of three to three and one-half feet below the existing ground surface. Underlying the import fill, the boreholes encountered a high plasticity silty clay known locally as "adobe." This layer appeared moist to saturated, stiff to hard, and extended to depths of five to nine feet below the existing ground surface. Underlying the adobe stratum, the boreholes encountered high to medium plastic sandy clays with isolated discontinuous clayey sand lenses that extended to the maximum depths explored. The clays appeared very moist to saturated, and stiff to very stiff. The clayey sand layer appeared saturated, medium dense, and fine to medium grained. b. Groundwater. Groundwater was encountered in BH-2 and BH-4 at depths of three and one-half to eight and one-half feet below the existing ground surface during our field investigation on August 27, 2007. Groundwater was not encountered in the other boreholes. Groundwater levels can fluctuate by several feet throughout the year due to seasonal rainfall and other factors. Evaluation of these factors is beyond the scope of this report. 0 8. SEISMIC CONSIDERATIONS The site is located within a region subject to a high level of seismic activity. Therefore, the site could experience strong seismic ground shaking during the lifetime of the project. The following discussion reflects the possible earthquake effects which could result in damage to the proposed structure. a. Fault Rupture. Rupture of the ground surface is expected to occur along known active fault traces. No evidence of existing faults or previous ground displacement on the site due to fault movement is indicated in the geologic literature or field exploration. Therefore, the likelihood of ground rupture at the site due to faulting is considered to be low. b. Ground Shaking. The site has been subjected in the past to ground shaking by earthquakes on the active fault systems that traverse the region. It is believed that earthquakes with significant ground shaking will occur in the region within the next several decades. Therefore, it must be assumed that the site will be subjected to strong ground shaking during the design life of the project. C. Liquefaction. Our field exploration revealed no loose, saturated, granular soil stratums at the site. Our exploration did encounter a saturated granular stratum. However, the granular stratum had a moderate to high relative density and significant fines contents. Therefore, it is judge that the risk of liquefaction within 11.5 feet of the ground surface at the site is low. The potential risk of soil liquefaction below 11.5 feet is beyond the scope of this report. d. Lateral Spreading and Lurching. Lateral spreading is normally induced by vibration of near -horizontal alluvial soil layers adjacent to an exposed face. Lurching is an action which produces cracks or fissures parallel to streams or banks when the earthquake motion is at right angles to them. There are no exposed faces or a creek embankment adjacent to the site. Therefore, we judge that the potential for lateral spreading and lurching at the site is low. e. Expansive Soils. Based on Atterburg Limits testing (PI= 53) and our experience, the native surface adobe soils at the site are judged to have a high expansion potential. 9. CONCLUSIONS Based on our field and office studies, we judge that from a geotechnical engineering standpoint, the site is suitable for development provided the 7 recommendations presented in this report are incorporated into the design and carried out through construction. The primary geotechnical concerns in design and construction of the project is the presence of highly expansive adobe soils. The native adobe soils are highly expansive. Shrinking and/or swelling of these soils due to loss or increase of moisture content can cause irregular and excessive ground movement, and can cause distress and damage to foundations, concrete slabs and pavements. To minimize these potential detrimental effects, foundations and concrete slabs -on -grade should be supported on a blanket of non -expansive, compacted engineered fill. The non -expansive fill will be required to be place over properly moisture conditioned and compacted expansive soils. By placing a blanket of non - expansive fill, the structure may be supported by spread footing foundations and conventional concrete slabs -on -grade may be used for the project. Based on our boreholes, it appears that the structure is supported on at least 30 inches of non -expansive imported engineered fill. However, the lateral extent of the import fill is unknown. This is consistent with the geotechnical grading report for the project, and should be adequate for support of new foundations and interior concrete slabs -on -grade. New asphaltic concrete pavements may be supported directly on properly moisture conditioned and compacted adobe soils if the owner understands and accepts the risk that periodic maintenance, including repair of edge cracking, will likely be required. Future maintenance of pavement areas could be significantly reduced by placing imported select fill under the aggregate base and providing a moisture cutoff where pavement edges abut landscape areas. Thickness of the imported soils would be 18 inches. Based on the project plans, it appears that a new exterior concrete slab - on -grade will be constructed at the southwest corner of the existing structure at the loading dock. We anticipate that this area will be filled to match the existing floor elevation. The material to be used as fill should consist of a non -expansive material, and compacted to the specifications, as presented in the earthwork section of this report. The following sections provide recommendations and design criteria for the project: 10. GRADING AND EARTHWORK Grading and drainage plans were not available at this time. Therefore, the amount of grading to be performed for the project is unknown at this time. L, We do not expect that grading will be required within the building. However, it is our understanding that grading will be required for the parking area and driveways and at the loading dock, and may require fills up to five feet to achieve the finish grades, and provide adequate gradients for site drainage. a. Stripping. New structural areas should be stripped of the surface vegetation, old fills, debris, underground utilities, etc. These materials should be moved off site; some of them, if suitable could be stockpiled for later use in landscape areas. If fill is required in existing pavement and concrete slab areas, the existing pavement and concrete sections may remain. Any existing wells, septic systems and leach fields should be abandoned according to regulations set forth by the Sonoma County Health Department. Voids left from the removal of utilities or other obstructions should be replaced with compacted engineered fill under the observation of the project geotechnical engineer. b. Excavation and Compaction. All earth exposed subgrades scheduled to receive fill should be scarified to minimum depth of eight inches, moisture conditioned to a moisture content between three to five percent over optimum moisture content, and recompacted to between 88 and 92 percent of the materials relative maximum dry density as determined by ASTM D-1557 test procedures. If fill is required over existing pavements, the fill may be placed directly over the existing pavement. All fill material should be placed and compacted in accordance to the recommendations presented in Table 2. It is recommended that any import fill to be used on site be of a low to non -expansive nature and should meet the following criteria: Plasticity Index less than 12 Liquid Limit less than 35 Percent Soil Passing 4200 Sieve between 15% and 35% Maximum Aggregate Size 4 inches The existing on -site soils, free of organics and rocks larger than four inches in dimension, are suitable for use as compacted engineered fill, as long as they are not placed under foundations or concrete slabs -on -grade. All fills should be placed in lifts no greater than eight inches in loose thickness and compacted to the general recommendations provided for engineered fill. 0 TABLE 2 SUMMARY OF COMPACTION RECOMMENDATIONS Area Compaction Recommendations' General Engineered Fill In lifts, a maximum of eight inches loose thickness, (Import) compact to a minimum of 90 percent relative compaction at or within two percent of the optimum moisture content. General Engineered Fill In lifts, a maximum of eight inches loose thickness, (Native) compact to at least 90 percent relative compaction at two to four percent over the optimum moisture content. Trenches" Compact to at least 90 percent relative compaction at or within two percent of optimum moisture content. Driveways and Parking Compact the top eight inches of soil subgrade to at least 92 Areas percent relative compaction at two to four percent over the Native optimum moisture content. Exterior Flatwork Compact the top eight inches of subgrade to at least 90 (Native) percent relative compaction at two to four percent over the optimum moisture content. 'All compaction requirements stated in this report refer to dry density and moisture content relationships obtained through the laboratory standard described by ASTM D-1557-91 "Depths below finished subgrade elevations A representative of PJC should observe all site preparation and fill placement. It is important that during the stripping, grading and scarification processes, a representative of our firm be present to observe whether any undesirable material is encountered in the construction area. Generally, grading is most economically performed during the summer months when on site soils are usually dry of optimum moisture content. Delays should be anticipated in site grading performed during the rainy season or early spring due to excessive moisture in on -site soils. Special and relatively expensive construction procedures should be anticipated if grading must be completed during the winter and early spring. 10 11. FOUNDATIONS -SPREAD FOOTINGS a. Vertical Loads. The building loads for new foundations may be adequately supported by conventional spread footings. The spread footings may be designed using a maximum dead plus live allowable bearing pressure of 2000 pounds per square foot (psf). Continuous spread footings should be a minimum of 12 inches wide. Isolated column footings should be a minimum of 18 inches square. All footings should be reinforced. The bearing value provided has been calculated assuming that all footings uniformly bear on at least 12 inches of non -expansive fill. The allowable soil bearing pressure is a net value. The weight of the foundation and backfill over the foundation may be neglected when computing dead loads. The allowable soil bearing pressure may be increased by one-third for transient applications such as wind and seismic loads. b. Lateral Loads. Resistance to lateral forces may be computed by using friction or passive pressure. A friction factor of 0.35 is considered appropriate between the bottom of the concrete structures and the engineered fill. A passive pressure equivalent to that exerted by a fluid weighing 300 pounds per square foot per foot of depth (psf/ft) is recommended. Unless restrained at the surface, the upper six inches should be neglected for passive resistance. Footing concrete should be placed neat against undisturbed soil. Footing excavations should not be allowed to dry before placing concrete. If shrinkage cracks appear in the footing excavations, the soil should be thoroughly moistened to close all cracks prior to concrete placement. C. Settlement. Total settlement of individual foundations will vary depending on the width of the foundation and the actual load supported. Foundation settlements have been estimated based on the bearing values provided. Maximum settlements of shallow foundations designed and constructed in accordance with the preceding recommendations are estimated to be less than one inch. Differential settlement between similarly loaded adjacent footings are expected to be less than one-half of one inch. The majority of the settlement is expected to occur during construction and placement of dead loads. 11 12. SLABS -ON -GRADE Interior concrete slabs -on -grade should be supported on 30 inches of compacted, imported non -expansive engineered fill. Conventional exterior slabs should be supported on 18 inches of compacted, imported non - expansive engineered fill. The lateral extent of the imported fill should extend at least three feet beyond the perimeter edges of exterior slabs. Slabs -on -grade should be underlain by a four inch layer of compacted clean gravel or crushed rock. The rock will serve as a capillary break. The rock should be graded so that 100 percent passes the one inch sieve and no more than five percent passes the No. 4 sieve. We recommend that the gravel be placed as soon as possible after compaction of the fill to prevent drying of the subgrade soils. If the subgrade is allowed to dry out prior to slab -on -grade construction, the subgrade soil should be moisture conditioned by sprinkling prior to slab construction. We recommend that slabs be designed and reinforced as determined by the project structural engineer. Special care should be taken to insure that reinforcement is placed at the slab mid -height. For slabs -on -grade with moisture sensitive surfacing, we recommend that an impermeable membrane be placed over the rock to prevent migration of moisture vapor through the concrete slab. In order to promote a more uniform curing of the slab and to provide protection of the vapor membrane, it is advisable to place two inches of fine sand on top of the membrane prior to placing the slab concrete. The sand should be moistened slightly prior to placing concrete. 13. SEISMIC DESIGN Geologic structures in the region are primarily controlled by northwest trending faults. No known active fault passes through the site. The site is not located in the Alquist-Priolo Earthquake Fault Studies Zone. Based on the data reviewed, it is concluded that the project site could be subjected to seismic shaking resulting from earthquakes on the active faults primarily in the Coast Ranges. For design, a soil profile type So is recommended. Based on the proximity of the nearby active faults, near source factors Na of 1.21 and NY of 1.86 are recommended. 14. RETAINING WALLS Retaining walls will be used for the elevator pit. It appears that the retaining walls will be restrained at the top. Therefore, the walls should be designed to resist a lateral earth pressure of 60 pcf. These pressures do 12 not consider surcharge loads resulting from adjacent foundations, traffic loads or earthquake loads. If additional surcharge loading is anticipated, we can assist in evaluating their effects. We recommend that a backdrain be provided behind the retaining walls or that the walls be designed for full hydrostatic pressures. The backdrain should consist of a heavy walled, four -inch diameter, perforated pipe sloped to drain to outlets by gravity, and of clean, free -draining, three- quarter to one -inch crushed rock or gravel. The crushed rock or gravel should extend to within one foot of the surface. The upper foot should be backfilled with compacted, fine-grained soil to exclude surface water. A Mirafi 140N filter cloth should be placed between the on -site native material and the drain rock. If the aggregate backdrain is used, it should be discharged into a sump and pump and discharged to an appropriate storm sewer. BH-4 encountered a perched groundwater condition with the water level at three feet below the existing ground surface. This condition must be taken into account for the subterranean elevator pit. The concrete elements of the pit should be waterproofed and designed to resist hydrostatic uplift. A value of 125 pcf should be used to resist uplift forces. As an alternative, a sump and pump may be placed at the bottom of the pit with the associated aggregate subdrain. It is our understanding that waterproofing and designing the concrete elements of the pit are desired by the project structural engineer. 15. ASPHALTIC CONCRETE PAVEMENTS Based on our investigation, the near -surface soils will have a low supporting capacity (after properly compacted) when used as a pavement subgrade. Based on our experience with similar surface soils on other projects, an R-value of 5 was selected for use in asphaltic concrete pavement design calculations. Pavement design sections are presented in Table 3. Pavement thicknesses were computed from Chapter 600 of the Caltrans Highway Design Manual and are based on a pavement life of 20 years. The Traffic Indexes (TI) used are judged representative of the anticipated traffic but are not based on actual vehicle counts. The actual traffic indexes should be determined and provided by the project civil engineer. Prior to placement of the aggregate base material, the top eight inches of the pavement subgrade should be scarified to at least eight inches deep, moisture conditioned to two to four percent over optimum moisture content, and compacted to between 92 and 95 percent relative 13 compaction. Aggregate base materials should be spread in thin layers, moisture conditioned, and compacted to at least 95 percent relative compaction to form a firm and unyielding base. The material and methods used should conform to the requirements of the City of Petaluma specifications or the current edition of the Caltrans Standard Specifications, except that compaction requirements for the soil subgrade and aggregate baserock should be based on ASTM D-1557-01. Aggregate used for the base coarse should comply with the minimum requirements specified in Caltrans Standard Specifications, Section 26, for Class 11 aggregate base. In general, the pavements should be constructed during the dry season to avoid the saturation of the subgrade and base materials which often occurs during the wet winter months. If pavements are constructed during the winter and early spring, a cost increase relative to drier weather construction should be anticipated. The soils engineer should be consulted for recommendations at the time of construction. TABLE 3 PAVEMENT DESIGN FOR PAVEMENT AREAS (Subarade R-Value=51 Traffic Index Asphaltic Concrete in Class II Aggregate Base in 4.0 2.0 8.5 5.0 2.5 11.0 6.0 3.0 13.5 7.0 3.5 16.5 16. UTILITY TRENCHES Shallow excavations for footings and utility trenches can be readily made with either a backhoe or trencher; larger earth moving equipment should be used for deeper excavations. We expect the walls of trenches less than five feet deep, excavated into engineered fill or native soils, to remain in a near vertical configuration during construction provided no equipment or excavated soil surcharges are located near the top of the excavation. Where trenches extend deeper than five feet, the excavation may become unstable. All trenches, regardless of depth, should be evaluated to monitor stability prior to personnel entering the trenches. Shoring or sloping of any deep trench wall may be necessary to protect personnel and to provide stability. All trenches should conform to the current CAL -OSHA requirements for worker safety. 14 We recommend trenches be backfilled with native soil or granular import fill and compacted to at least 90 percent of maximum dry density. The moisture content of compacted backfill soils should be within two percent of optimum moisture content. Jetting should not be used. Special care should be taken in the control of utility trench backfilling in pavement areas and slab -on -grade areas. Poor compaction may cause excessive settlements resulting in damage to the pavements and concrete slabs -on -grade. In pavement areas, the top eight inches of trench backfill should be compacted to at least 95 percent relative compaction. 17. DRAINAGE All final grades should be provided with positive gradients away from foundations to provide rapid removal of surface water runoff to an adequate discharge point. No ponding of water should be allowed on the pad or adjacent to the foundations. The use of continuous roof gutters is recommended to reduce the possibility of soil saturation adjacent to the building. Downspouts from gutters should be discharged onto an impermeable surface such as a pavement or into a closed conduit discharging a minimum of ten feet away from the structure. 18. ADDITIONAL SERVICES Upon completion of the project plans, they should be reviewed by our firm to determine that the design is consistent with the recommendations of this report. Observation and testing services should also be provided by PJC to verify that the intent of the plans and specifications is carried out during construction; these services should include observing the foundation excavations and field density testing of all fill. These services will be performed only if PJC is provided with sufficient notice to perform the work. PJC does not accept responsibility for items we are not notified to observe. 19. LIMITATIONS The data, information, interpretations and recommendations in this report are presented solely as bases and guides for the geotechnical design of the proposed building renovation located at 1310 Clegg Street in Petaluma, California. PJC & Associates developed the conclusions and professional opinions presented herein in accordance with generally accepted geotechnical engineering principles and practices. As with all geotechnical reports, the opinions expressed here are subject to revision 15 in light of new information, which may be developed in the future, and no warranties are either expressed or implied. This report has not been prepared for use by parties other than the designers of the project. It may not contain sufficient information for the purpose of other parties or other uses. If any changes are made in the project as described in this report, the conclusions and recommendations contained herein should not be considered valid unless the changes are reviewed by PJC, and the conclusions and recommendations are modified and approved in writing. This report and the drawings contained herein are intended only for the design of the proposed project. They are not intended to act by themselves as construction drawings or specifications. Soil deposits may vary in type, strength, and many other important properties between the points of observation and exploration. Additionally, changes can occur in groundwater and soil moisture conditions due to seasonal variations, or for other reasons. Therefore, it must be recognized that PJC does not and cannot have complete knowledge of the subsurface conditions underlying the subject site. The criteria presented are based upon the findings at the points of exploration and upon interpretative data, including interpolation and extrapolation of information obtained at points of observation. It has been a pleasure working with you on this project. Please call us if you have any questions regarding the results of this investigation, or if we can be of further assistance. Sincerely, ?GeNotechnical E , INC. �OQROEESSIp4,, y�P,�CK1. CO/�, N9, 2303 EXv X,L-� n r JjcFOTfCHN�P� GE 2303,Californi PJC:mh APPENDIX A FIELD INVESTIGATION 1. INTRODUCTION The field program performed for this study consisted of drilling five exploratory boreholes (BH-1 through BH-5) in the vicinity of the building envelope. The exploration was completed on August 27, 2007. The approximate borehole locations are shown on the Borehole Location Plan, Plate 2. Descriptive logs of the boreholes are presented in this appendix as Plates 3 through 7. 2. BOREHOLES The boreholes were advanced using an ATV mounted drill with solid stem flight augers. The drilling subcontractor on the project was Lone Pine Drilling of Sebastopol, California. The drilling was performed under the observation of a field geologist of PJC who maintained a continuous log of soil conditions and obtained samples suitable for laboratory testing. The soils were classified in accordance with the Unified Soil Classification System, as explained in Plate 8. Relatively undisturbed and disturbed samples were obtained from the exploratory boreholes. A 2.43 in I.D. California Modified Sampler was driven into the underlying soil using a 70 pound hammer falling 30 inches to obtain an indication in the field of the density of the soil and to allow visual examination of at least a portion of the soil column. Soil samples obtained with the split -spoon sampler were retained for further observation and testing. The number of blows required to drive the sampler at six-inch increments was recorded on each borehole log. All samples collected were labeled and transported to PJC's office for examination and laboratory testing. Amwuc nanny x mxmc W" wlam:. sa[ M mPrx N o mMI m a uow. aao.n' 4 d 16-0 I7 0 iG--O �'-� II" Y4100P5 9OCLC '- ,S t f6, (5) PICYtFS Y J Sm S.11 IA 9 L \ Y.�, \ H 2 f I ,l. {. b �y 4 ® / B `FTSTM14 IWILNL AVU O.iNPF,.1� ` I 0 G yE /, r _ V NMI , M ,(: I i !!!!�=LDIN'G 7Z��I4 9BH 3 REUSE OF „w rnui c rm� n wsww s[w[ EXISTING OFFICES AND y WAREHOUSE FOR THENEW LIFE [ i CHRISTIAN FELLOWSHIP CHURCH arsnr:c wrtsirm '. Y.� m RuSJ j WAREHOUSE AND OFFICES K Y I • a g In I BH-5 R'r �k e € u v R MAXIMUM NUMBER OF OCCUPANTS xp { ALLOWED IN MAIN AUDITORIUM IS r l` nw ca cum Stor.NK J ' m NOT TO EXCEED 348 u J sm[ Al s' 1 �j! •R - ra r . xNx u r IM 1 pd IXblAZ M[M 114191 � I- //f CW0 10 % fl:YOli� I y �' IX0.0511P - •� xCx Nn[NR[ NPP I . �xanr smom �I� M nxc w 0 �[r nxc rvmxc um oxrm-.[ �/ 7 aaa aa,x gG „ t[J�}{ c �H 1 '1 s sm i n[ s +1 •j', � I tt r EXPLANATION BORE HOLE LOCATION AND DESIGNATION NO SCALE REFERENCE: SITE PLAN, PREPARED BY JMA Architect, dated April 212007. PJC & Associates, Inc. BOREHOLE LOCATION PLAN PLATE Consu!ling Engineers 8 Geologisls PROPOSED STRUCTURAL RENOVATION 1310 CLEGG STREET 2 PETALUMA, CALIFORNIA r.xi. No. 3548.01 Dm, 9/07 Apr d by: PJC LOG OF BOREHOLE NO. BH-1 PROPOSED STRUCTURAL RENOVATION 1310 CLEGG STREET PETALUMA, CALIFORNIA TYPE: SOLID STEM AUGER LOCATION: SE BLDG CORNER r�aOw y d ap 3 or> 0O0 STRATUM DESCRIPTION SURF. EL NIA LAYER ELEv DEPTH 0 3� u b� .� Ub° a3 U F,X, JQ Zwp 'd Z W¢ ¢0 w 3 u v 0.0-1.75"; ASPHALT CONCRETE 0.2 1.75"-S"; BASEROCK 25 0.6 11 105 4.5+ P 8"-3.5'; CLAYEY SAND (SC); light yellowish brown to bluish gray, 8 moist to very moist, moderately 17 compacted, fine grained. (FILL) 3.5 3.5-8.0'; SILTY CLAY (CH); 5 dark olive gray, very moist, very stiff, high plasticity. (Qal) 26 39 82 3.5 P 8.0 8.0-11.5'; SANDY CLAY (CL); / light brown, very moist, very stiff, medium plasticity. (Qal) 10 / 22 21 1105 2.5 P 11.5 TERMINATED AT 11.5 FEET NO GROUNDWATER ENCOUNTERED COMPLETION DEPTH: 11.5' DEPTH TO WATER: NONE U=Unconfined P=Pocket Penetrometer ENCOUNTERED Q=Unconsolidated- T=Torvane i DATE: 8-27-07 Undrained Trlaxial _ PLATE 3 LOG OF BOREHOLE NO. BH-2 PROPOSED STRUCTURAL RENOVATION 1310 CLEGG STREET PETALUMA, CALIFORNIA TYPE: SOLID STEM AUGER LOCATION: SW CORNER OF BLDG 2 0 0 m N m a y u] C) ap>' nFail J"U m" STRATUM DESCRIPTION SURF. EL N/A LAYER ELEV./ DEPTH W W ¢ F 3C) C1 s' �h a� .�; u_ B° F-F, <� a,j F „ Ua N x -)p Z w U> z m Go a pF F. _ ZU 2 Ul v, F- � � � WZP iN 0 ; 0 0.0-4"; ASPHALT CONCRETE; 0.3 4"-1.25'; BASEROCK; 17 1.25'-5.5'; SILTY CLAY (CH); 1.3 33 1 86 4.5+ P dark olive gray, moist, hard 10 high plasticity. (Qal) 39 5 5.5 32 90 2.75 P 16 5.5-8.5'; SANDY CLAY (CH); light brown, very moist to wet, stiff, high plasticity. (Qal) 8.5 19 38 8.5-9.5'; CLAYEY SAND (SC); light brown, saturated, medium dense, fine to medium grained. (Qal) 9.5 TERMINATED AT 9.5 FEET WATER ENCOUNTERED AT 8.5 FEET COMPLETION DEPTH: 9.5' DEPTH TO WATER: 8.5 FEET U=Unconfined P=Pocket Penetrometer Q=Unconsolidated- T=Torvane DATE: 8-27-07 Undrained Triaxial PLATE 4 LOG OF BOREHOLE NO. BH-3 PROPOSED STRUCTURAL RENOVATION 1310 CLEGG STREET PETALUMA, CALIFORNIA TYPE: SOLID STEM AUGER LOCATION: NW CORNER OF BLDG p aoz LAYER xF Qee t.�s ter: a� z�; ru as >x = m g a rn w — 30> STRATUM DESCRIPTION ELEV./ w ZZ f' W F (-'f- H U a F U> z w r Fx z awF- o ti � < 000 DEPTH ¢ 30 d' . :i ¢— a� a No zV m " ;ww az a� =3 ovti SURF. EL N/A 0.0-4% GRAVELLY CLAY (CL); 53 dark brownish gray, moist, loosely 0.4 compacted, medium plasticity. (FILL) 18 4"-3.0'; CLAYEY SAND (SC); yellowish brown to bluish gray, moist to wet, moderately compacted, 3.0 fine to medium grained. (FILL) 35 82 29 53 30 3.0-5.0'; SILTY CLAY (CH); 5 dark olive gray, very moist, 5.0 very stiff, high plasticity. (Qal) TERMINATED AT 5.0 FEET I NO GROUNDWATER ENCOUNTERED COMPLETION DEPTH: 5.0' DEPTH TO WATER: NONE U=Unconfined P=Pocket Penetrometer ENCOUNTERED Q=Unconsolidated- T=Torvane DATE: 8-27-07 Undrained Triaxial PLATE 5 LOG OF BOREHOLE NO. BH-4 PROPOSED STRUCTURAL RENOVATION 1310 CLEGG STREET PETALUMA, CALIFORNIA TYPE: 70LB SAMPLER LOCATION: NEAR STREET AT NW p W a p a q`E"LAYER apSTRATUM XHw m} g N3F w DESCRIPTION ELEv./ FW ¢ yU a 5 ZW0 r~s Wa Z v'ij <ppp DEPTH 3Z .=t� d ¢W rv'.," zU a.a~ n',. 'pZ a o p 3 p r�i a SURF. EL N/A — 0.0-8"; GRAVELLY CLAY (CL); dark brownish gray, very moist, 20 97 1.0(P) 27 loosely compacted, medium plasticity, 0 7 with roots and organics. (FILL) 25 8"-3.5'; CLAYEY SAND (SC); light yellowish brown to bluish gray, 17 very moist to saturated, moderately compacted, fine to medium grained, 3.5 24 with trace gravel. (FILL) 3.5-5.0'; SILTY CLAY (CH); 5 dark olive gray, saturated, 5.0 very stiff, high plasticity. (Qal) TERMINATED AT 5.0 FEET GROUNDWATER PERCHED AT 3.0 FEET COMPLETION DEPTH: 5.0' DEPTH TO WATER: 3.0 FEET U=Unconfined P=Pocket Penetrometer Q=Unconsolidated- T=Torvane 1 DATE: 8-27-07 Undrained Triazial PLATE 6 LOG OF BOREHOLE NO. BH-5 PROPOSED STRUCTURAL RENOVATION 1310 CLEGG STREET PETALUMA, CALIFORNIA TYPE: SOLID STEM AUGER LOCATION: MIDDLE OF SLAB p aOC LAYER 06° ue° v zui ya 3°> STRATUM DESCRIPTION ELEv.� F m° F x zu> ° �x v"'iU z o h °°° DEPTH 30 a'-� �x Z° �a[- m a SURF. EL N/A v c z N 73 ov 0.0-4"; CONCRETE; 4"-6"; SAND AND VAPOR BARRIOR 0.5 13 105 3.5 P 27 0.8 6"-9"; BASEROCK; 9"-3.5'; CLAYEY SAND (SC); light yellowish brown to bluish gray, 26 9 very moist, moderately compacted, fine to medium grained. (FILL) 3.5 5 3.5-9.0'; SILTY CLAY (CH); dark olive gray, very moist, hard, high plasticity. 32 (Qal) 34 1 1 84 4.5+ P 9.0 9.0-10.5'; SANDY CLAY (CH); 10 17 light brown, very moist, 18 very stiff, high plasticity. (Qal) 10.5 TERMINATED AT 10.5 FEET NO GROUNDWATER ENCOUNTERED COMPLETION DEPTH: 10.5' DEPTH TO WATER: NONE U=Unconfined P=Pocket Penetrometer ENCOUNTERED Q=Unconsolidated- T=Torvane DATE: 8-27-07 Undrained Triaxial PLATE 7 MAJOR DIVISIONS TYPICAL NAMES CLEAN GRAVELS Gw E'�• WELL GRADED GRAVELS, GRAVEL -SAND MIXTURES y J O : TA W j GRAVELS MORE THAN HALF COARSE FRACTION IS LARGER THAN NO. 4SIEVE SIZE WITH LITTLE OR NO FINES Gp �..POORLY GRADED GRAVELS, GRAVEL -SAND Wl(TUlES MIXTURES GRAVELS WITH OVER 12% FINES GM SILTY GRAVELS, POORLY GRADED GRAVEL - SAND - SILT MIXTURES Z GC CLAYEYGRR A_VELS, POORLY GRADED SRAYEL- SAND' CLAY Qa (fir) LLJ N m SANDS MORE THAN HALF CLEAN SANDS WITH LITTLE OR NO FINES Sw • • WELL GRADED SANDS, GRAVELLY SANDS SP • • POORLY GRADED SANDS, GRAVELLY SANDS SANDS WITH OYER 12%FNES 3M SILTY SANDS, POORLY GRADEC SAND - SILT MIXTURES Q V FRACTION IS ARSESMALLER THAN N0.451EVE SIZE NO.4 SIEVE SC CLAYEY SANDS, POORLY GRADED SAD -CLAY MXTURESWC y y J S ML WORGASILTS AND VERY FINE SANDS, ROM FLOUR. SILTY OR CLAYEY FINE SANDS. OR CLAYEY $LYS WITH SLIGHT PLASTICITY p $ y . +T SILTS AND CLAYS LIQUID LIMIT LESS TMAN SO CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY. GRAVELLY CLAYS. SANDY CLAYS, SILTY CLAYS. LEAN CLAYS W OL I I I I I I I I ORGANIC L' RYS AND ORGANIC SHY GAYS OF LOW PLASTICITY Q it e 1 SILTS AND CLAYS INORGANIC SILTS, MICACEOUS OR DIATOMACIOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS ZLIQUID UNIT GREATER THAN 30 CH INORGANIC CLAYS OF HIGH PLASTrJTY, FET GAYS OH j� ORGANIC CLAYS OF MEDIUM TO H 04 P ASTICITY, ORGANIC SILTS 4' H:GHLY ORGANIC SOILS Pt PEAT AND OTHER NGNLT ORGUCC SOILS UNIFIED SOIL CLASSIFICATION SYSTEM show StrwK M, puf ,onfkilp Pressure, psf Coned - ConsolidationTY 320 (2600) Unconsolidated Undrolned TriaXlal LL - Liquid Unit (In %) TX CU 320 (2600) Consolidated UndraYrd Trlaslal PL - Plastic Lb It (In %) DS 2760 (2000) Consolidated Drained Direct Show PI - Flostiolty Index FVS 470 Field Verse Shw 0, - Specific Gravity UC WOO Unconfined CosHpresslon SA - Steve Analysis LVS TOO Laboratory Vans Shear ■ .Undleh4rbodv Savoie SS - Shrink SWNI ® Bulk or Disturbed Sarrols EXP - Expansion 0 Standard Penetration Test P - PerWeabluty ® SaRpls Attempt With No Recovery Note: All strenlgth tells on 2.0" or 2.4� diameter umVm urdeas of m ism Indicated. KEY TO TEST DATA PJC & Associates, Inc. Consulting Engineers & Geologists PROPOSED STRUCTURAL RENOVATION 1310 CLEGG STREET PETALUMA, CALIFORNIA Raj. No: I4AR n1 W,e .....� APP G bY' n ,r PLATE Ij 17 APPENDIX B LABORATORY INVESTIGATION 1. INTRODUCTION This appendix includes a discussion of the test procedures of the laboratory tests performed by PJC for use in the geotechnical study. The testing was carried out employing, whenever practical, currently accepted test procedures of the American Society for Testing and Materials (ASTM). Undisturbed and disturbed samples used in the laboratory investigation were obtained from various locations during the course of the field investigation, as discussed in Appendix A of this report. Identification of each sample is by hole number, sample number and depth. All of the various laboratory tests performed during the course of the investigation are described below. 2. INDEX PROPERTY TESTING In the field of soil mechanics and geotechnical engineering design, it is advantageous to have a standard method of identifying soils and classifying them into categories or groups that have similar distinct engineering properties. The most commonly used method of identifying and classifying soils according to their engineering properties is the Unified Soil Classification System as described by ASTM D-2487-83. The USCS is based on a recognition of the various types and significant distribution of soil characteristics and plasticity of materials. The index properties tests discussed in this report include the determination of natural water content and dry density, Pocket Penetrometer and Atterburg Limits. a. Natural Water Content and Dry Density. Natural water content and dry density of the soils were determined, often in conjunction with other tests, on selected undisturbed samples. The samples were extruded and visually classified, trimmed to obtain a smooth flat face, and accurately measured to obtain volume and wet weight. The samples were then dried in accordance with the procedures of ASTM 2216-80 for a period of 24 hours in an oven, maintained at a temperature of 100 degrees C. After drying, the weight of each sample was determined and the moisture content and dry density calculated. The water content and dry density results are summarized on the log of the boreholes, Plates 3 through 7. In b. Pocket Penetrometer. Pocket Penetrometer tests were performed on all cohesive samples. The test estimates the unconfined compressive strength of a cohesive material by measuring the materials resistance to penetration by a calibrated, spring -loaded cylinder. The maximum capacity of the cylinder is 4.5 tons per square foot (tsf). The results of these test are indicated on the borehole logs. C. Atterburg Limits. Liquid and plastic limits were determined on selected samples in accordance with ASTM D4318-83. The results of the limits are summarized on the borehole logs. 3. ENGINEERING PROPERTIES a. Direct Shear Test. Direct shear testing was performed on selected undisturbed samples. After the initial weight and volume measurements were determined, the samples were placed in the direct shear machine. The designated normal load was applied and the sample was saturated with water and allowed to consolidate. The sample was then sheared horizontally at a rate of strain of 0.025 inches per minute. Shear stress and sample deformation were monitored throughout the test. The results of the direct tests are shown on Plate 9. 4000 3000 N a U) N y 2000 N m m J= 2G 1000 M Shear Strength Diagram (Direct Shear Test) 0 1000 2000 Normal Stress (psq 3000 4000 LOCATION: BH-1 (Undisturbed) DESCRIPTION: LIGHT OLIVE BROWN CLAYEY SAND W/ GRAVEL (SM) WATER CONTENT: 11 % DRY DENSITY: 117.2 pcf FRICTION ANGLE, $ :22 ° COHESION: 400 psf PJC & Associates, Inc. Consuvng Engineers & Geologists DIRECT SHEAR TEST PROPOSED STRUCTURAL RENOVATION 1310 CLEGG STREET PLATE Proi. N-: 3548.01 Sri=: 9/07 APP d by: PJC P APPENDIX C REFERENCES 1. "Foundations and Earth Structures" Department of the Navy Design Manual 7.2 (NAVFAC DM-7.2), dated May 1982. 2. "Soil Dynamics, Deep Stabilization, and Special Geotechnical Construction" Department of the Navy Design Manual 7.3 (NAVFAC DM- 7.3), dated April 1983. 3. Geologic Map of the Santa Rosa Quadrangle, Scale: 1:250,000, compiled by D.L Wagner and E.J. Bortugno, 1982. 4. Geology for Planning in Sonoma County, Special Report 120, California Division of Mines and Geology, 1980. 5. "Soil Mechanics" Department of the Navy Design Manual 7.1 (NAVFAC DM-7.1), dated May 1982. 6. USGS Cotati California Quadrangle 7.5-Minute Topographic Map, photorevised 1994. 7. McCarthy, David. Essential of Soil Mechanics and Foundations. 5th Edition, 1998. 8. Bowels, Joseph. Engineering Properties of Soils and Their Measurement. 4th Edition, 1992. 9. Miller, Debora, and Nelson, John. Expansive Soils: Problems and Practice in Foundation and Pavement Engineering, 1992. 10. California Building Code (CBC), 2001 edition. 11. "Maps of Known Active Fault Near -Source Zones in California and Adjacent Portions of Nevada," California Department of Conservation Division of Mines and Geology, Dated February 1998. 12. "EQFAULT" Ver 1.01, computer program. 13. Huang, Yang. Pavement Analysis and Design, 1993. 14. "Standard Specifications" California Department of Transportation, Dated July 1999. ♦ • r 20 15. "Highway Design Manual", California Department of Transportation, Dated July 1990. 116. Preliminary Project Plans, Sheets A1.0 through A1.6, prepared by JMA Architect, latest revision dated September 12, 2007. New Life Christian Fellowship Phase 1— Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 PART I —GENERAL 1.01 WORK INCLUDED 16010 — BASIC ELECTRICAL REQUIREMENTS A. Furnish materials, labor, equipment, fabrication, installation, tests and appurtenances for a complete and operational installation of the electrical Work, whether or not they are specified on the Drawings or herein. 1.02 RELATED WORK A. The General Conditions, Supplementary Conditions and General Requirements (as part of Division 1) of the Contract Documents apply to the work specified in Division 16. Review especially the following Sections and/or Divisions for requirements related to the work of this Section. 1. Section 01045: Cutting and Patching 2. Section 01300: Submittals 3. Section 01500: Temporary Facilities and Controls 4. Section 01630: Substitutions 5. Section 01650: Starting of Systems 6. Section 01710: Site and Area Cleanup 7. Section 01730: Operation and Maintenance Data 8. Section 02221: Trench Backfilling and Compaction 9. Section 03310: Miscellaneous Concrete B. Work specified in Division 16: 1. Section 16050: Basic Electrical Materials and Methods 2. Section 16400: Service and Distribution 1.03 CODES AND STANDARDS A. Equipment, materials and installation shall conform to the codes, standards, tests, guidance or recommended methods of trade effective as of the date of the Contract Documents as published by the following bodies: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. RE(CEIVia 13. SAP 1 3 209", BUILDING 1XV6 Americans with Disabilities Act (ADA) Authority Having Jurisdiction (AHJ) American National Standards Institute (ANSI) American Society of Testing and Materials (ASTM) California Energy Commission Certified Ballast Manufacturers (CBM) California Code of Regulations, Titles 8, 19, and 24 (CCR) California Building Code (CBC) California Electrical Code (CEC) California State Fire Marshal (CSFM) Electrical Testing Laboratories (ETL) Electric Utility Service Equipment Requirements Committee (EUSERC) Insulated Cable Engineers Association (ICEA) Institute of Electrical and Electronics Engineers (IEEE) National Electrical Manufacturer's Associ tion (NEMA)\ ham. i i SECTION 16010 Ya_..1,' 'PAGE%1 OF 11 BASIC ELECTRICAL REQUIREMENTS �1 New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 16. International Electrical Testing Association (NETA) 17. National Fire Protection Association (NFPA) 18. Occupational Safety and Health Act (OSHA) 19. Underwriter's Laboratories (UL) 20. Local Building Department, where applicable. 21. Local Fire Department, where applicable. 22. Local power, telephone and cable television utilities, where applicable. B. The Contract Documents shall govern where they exceed the applicable Codes and Standards. Where governing Codes and Standards vary or conflict, the more restrictive provision shall apply. C. The Contract Documents shall not be construed to contain permission to violate legal requirements. Immediately notify the Architect should such conflicts arise. D. Provide official documentation from the California State Licensing Board (CSLB) to the General Contractor and Owner showing state certification of all electricians working on the project site in conformance with CSLB regulations (see www.csib.org and http://www.dir.ca.gov/DAS/ElectricalTrade.htm). Electricians who are not certified are not allowed on the project site. 1.04 QUALITY ASSURANCE A. Provide materials and equipment, new and free from defect, from manufacturers regularly engaged in those products' manufacture. B. When available, items of a given type shall be products of the same manufacturer. 1.05 CONTRACT DOCUMENTS A. ELECTRICAL DRAWINGS 1. The electrical drawings are generally diagrammatic for purposes of legibility and clarity. Although the size and location of equipment is drawn to scale wherever possible, the drawings may be distorted for clarity and for fit. Make use of all data in the Contract Documents and verify at the project site. 2. The electrical drawings do not show all offsets, bends, special fittings, junction and pull boxes that may be necessary in conduit runs. Install equipment, outlets, junction and pullboxes in accessible locations and in a manner to conform to structure, avoid obstruction, preserve headroom and keep passageways and openings clear. 3. The architectural drawings take precedence over the electrical drawings. Review the architectural floorplans, reflected ceiling plans and elevations to determine the exact location of electrical devices and equipment. 4. Outlets, fixtures or equipment located on the drawings by dimension shall be installed as shown. Where dimensions are not indicated, these items shall be installed symmetrical with architectural elements and as close to the location shown as practical. Notify the Architect should any discrepancies arise. SECTION 16010 PAGE 2 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 5. Make reasonable changes to locations of outlets, fixtures or equipment as directed by the Architect prior to rough in at no additional cost to the Owner. 6. Provide conduit sizes as specified on the drawings. Where conduit sizes are not specified, size conduit to satisfy code -minimum requirements for conduit fill. B. ELECTRICAL SPECIFICATIONS The electrical specifications (Division 16000), in general, establish quality and character of materials and equipment. 2. The electrical specifications may omit words or phrases such as "the Contractor shall", "furnish", "provide", "all", and "shall be" to be more brief. 1.06 SITE CONDITIONS A. Prior to submitting a bid, visit the project site and become familiar with discernible conditions which may be pertinent to or affect the electrical Work. Include in the bid a sum which is sufficient to cover the cost of the electrical work in consideration of site conditions. 1.07 MATERIALS AND EQUIPMENT SUBMITTALS AND SHOP DRAWINGS A. TIMING 1. Within 7 days of the Owner's Notice to Proceed, submit a complete schedule of submittal dates for materials, equipment and shop drawing submittals. 2. Furnish submittals and shop drawings promptly in accordance to the submitted schedule and in the proper sequence as not to cause delay in the work of this or other Divisions. When possible, furnish all submittals at the same time. Submittals should in no case be furnished more than 30 days after the Owner's Notice to Proceed. B. CONTENT 1. Submit at least seven copies of the submittals and/or shop drawings. The Electrical Engineer, the Architect, the Inspector, and the Owner will retain individual copies of the submittals. Additional copies are for the Contractor's use for vendors and manufacturers. 2. Shop drawing submittals shall include at least one reproducible copy. The reproducible copy will be returned with any applicable review comments. 3. Provide cover sheet(s) which identify the submittal and include the following information: a. Project name. b. Submittal number. C. Applicable Division and Section of submittal. d. Date of submission. e. Referenced addendum or change -order number as applicable. f. Names of Contractor, supplier and manufacturer. SECTION 16010 PAGE 3 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1— Building Improvements project #2007541 September 11, 2007 g. Stamp and signature by the Contractor certifying that the Contractor has reviewed the submittal and it is in compliance with the Contract Documents. h. Complete index of submittal, including schedule of electrical equipment, lighting fixtures, accessories, etc. i. Approximately a half -sheet of space on the front cover sheet for Engineer review stamp and submittal comments. 4. Submittals shall include those items listed in each Section of these Specifications and any items specifically requested by the Architect and/or Engineer. 5. Submittals and shop drawings shall be complete and shall include cut sheets of all system components (i.e., circuit breakers in switchboards, ballasts and lamps, etc.) as well as any certificates of compliance that may be required by the Contract Documents. If cut sheets indicate more than one model number or type of product, the submitted model number or product must be marked. Incomplete or unmarked submittals will be rejected. 6. Equipment cut sheet submittals shall be bound in a binder or notebook as opposed to loose sheets. Identify the submitted product on each sheet. Submittals for main switchboards, precast utility transformer pads, utility vaults and pullboxes shall bear the favorable review stamp and/or signature by the local utility representative. C. REVIEW 1. Submittals will be reviewed by the Engineer and will be returned with review comments. Comments made to the submittals during this review do not relieve the Contractor of his responsibility to comply with the requirements of the Drawings and Specifications. Contractor is responsible for dimensions to be confirmed and correlated at the project site, and quantity of items to be furnished. This review is only to check for general conformance with the design concept of the project and general compliance with the Contract Documents. 2. Explanations of the applicable review comments are listed below; note that one submittal may receive multiple review comments. a. NO EXCEPTIONS TAKEN: The Engineer takes no exceptions to the submitted items. b. MAKE CHANGES NOTED: Make changes to the submitted items as noted; a resubmittal is not required unless noted. C. REJECT: The submitted items are rejected based non-equivalence to the specified items, or the submittal is incomplete. Submit the noted items as specified. d. REVISE AND RESUBMIT: Revise the submitted items as noted by the review comments and resubmit. Resubmit only those items specifically requested. SECTION 16010 PAGE 4 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 e. SUBMIT SPECIFIED ITEM: Cut sheet and/or information for an item was not included in the submittal. Submit either under separate cover or bound with resubmittal if required. 3. Resubmit items for review until no exceptions are taken or a resubmission is not required. Clearly indicate all changes that have been made since the previous submittal. 4. Should more than one resubmittal by the Contractor be required for any equipment or materials, that additional Engineer review time will be charged to the Contractor. 1.08 SUBSTITUTIONS A. SUBMITTAL OF SUBSTITUTION REQUEST 1. Submit substitution requests to the Architect for each proposed substitution no later than twenty-one (21) days prior to bid time. Substitution requests which do not include the following items or which are submitted after the time specified above will be rejected: a. Bound cut sheets and/or shop drawings as applicable of both the specified item and proposed substitution with all applicable data substantiating equivalency to the specified item, compliance with the Contract Documents, and any dissimilarities between the specified item and proposed substitution. b. Impacts of proposed substitution to the bid sum, to construction schedule and to work in this or other Sections, Divisions or related contracts. C. Extent of redesign or revision of work in any Division required by this substitution. Substitutions will not be considered if substantial revision of Contract Documents is required unless such costs are borne by the Contractor. B. SUBSTITUTION REVIEW AND APPROVAL 1. Proposed substitutions submitted in accordance with the above requirements will be reviewed in a timely manner. 2. Furnish product samples of both the specified item and proposed substitution when requested by the Architect at no additional cost to the Owner. 3. Proposed substitutions will be reviewed with respect to their compliance with the Contract Documents, potential impact to the project and equivalency to the specified item. Equivalency includes but is not limited to quality, character, performance, features, dimensions and appearance of product, and quality, stability, service and support of the manufacturer. 4. The burden of proof of a proposed substitution's equivalence is the responsibility of the Contractor. SECTION 16010 PAGE 5 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 The Architect has the sole discretion to determine acceptability of each proposed substitution and reserves the right to reject any such substitution. 6. Approval of substitutions shall not relieve the Contractor from full compliance with requirements of Contract Documents. C. INSTALLATION 1. Substituted equipment or materials shall not be ordered or installed prior to approval by the Architect. 2. Prior to installation, notify the other trades in writing of any impacts due to the substitution. 3. Any additional costs to work in this or other Sections, Divisions or related contracts due to Contractor substitutions, whether immediately known or subsequently discovered, shall be borne by the Contractor. 4. The Contractor shall replace substituted materials or equipment found to be non- equivalent to the specified items subsequent to installation at no additional cost to the Owner. 1.09 SCHEDULE OF WORK A. Arrange work, order equipment and schedule deliveries to conform to the established construction schedule. Additional charges from manufacturers for special expediting and/or handling of equipment not ordered in a timely manner shall be borne by the Contractor. B. Schedule working hours with the Owner and/or with requirements stated elsewhere in the Contract Documents. C. Schedule temporary power and signal system shutdowns with the Owner no less than 48 hours in advance; submit such requests as early as possible for favorable review by the Owner. 1.10 COORDINATION OF WORK A. Coordinate the electrical work with the other trades to avoid conflicts, delays and omissions. No additional cost will be considered for work that must be relocated due to conflicts with the work of other trades. B. Verify that sufficient space is available for materials and equipment installation throughout the course of construction. C. The maximum height of circuit breaker handles, disconnect or selector switches, pushbuttons, and similar devices is 6'-6" above finished floor or finished grade. D. Coordinate with the representatives of the local utility companies to obtain utility requirements, arrange inspections, schedule service installations, and finalize the service arrangements. 1.11 DEMOLITION AND RELOCATION OF EXISTING WORK SECTION 16010 PAGE 6 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 A. Disconnect, remove or relocate materials and/or equipment as noted on the Drawings. Provide new material and equipment required for relocating such equipment. B. Where equipment and/or devices are to be removed, remove, reroute or leave in place conductors and raceways as required to leave other equipment and devices to remain energized in a safe and workmanlike manner. C. Remove unused conductors from raceways unless otherwise noted. Where conductors are to be abandoned, tape conductor ends and label. D. Cut and cap unused raceways. Raceways in slabs to be abandoned shall be cut Flush and grouted. E. Advise the Architect immediately if unexpected asbestos or other hazardous materials are discovered while working in existing areas. 1.12 DELIVERY, STORAGE AND HANDLING A. Protect electrical materials and equipment in original packages during transit, storage, handling and installation to prevent damage, soiling and deterioration. Replace such damaged equipment at no cost to the Owner. B. It is the Contractor's responsibility to check materials and equipment for compliance with the Contract Documents and/or for damage as they are delivered to the project site. C. Verify access routes and dimensions at the site that equipment must pass through to be installed. Ship equipment in crated sections, or dismantle, reassemble and retest equipment too large to pass through access routes to final locations in one piece. 1.13 CONNECTIONS TO EQUIPMENT A. Make final connections to equipment furnished under this Division, other Divisions or by the Owner. Verify the electrical requirements of the equipment nameplates with the information specified on the applicable drawings or submittal, and the designed electrical connection. 1.14 CUTTING AND PATCHING A. Provide core drilling, cutting and patching of existing surfaces for the installation of electrical work. Repair the surfaces to match the surrounding conditions. 1.15 EXCAVATION AND BACKFILL A. Provide excavation for underground electrical utilities and substructures. Backfill and patch excavated areas to the original condition and as shown on the Drawings. B. Locate all existing underground utilities prior to trenching. Hand -dig in locations of known utilities. Damage caused to utilities by the Contractor shall be repaired at the Contractor's expense. 1.16 SUPPORT SYSTEMS SECTION 16010 PAGE 7 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1— Building Improvements project #2007541 September 11, 2007 A. Provide support systems and seismic restraints to structure for electrical materials and equipment per applicable code and as per detailed on the drawings. B. Do not support conduit, wiring or equipment from piping, existing piping racks, ceiling or fixture wires or other similar elements unless specifically allowable by Code or the Authority Having Jurisdiction (AHJ). 1.17 WATERPROOFING A. Provide roof jacks and/or Flashing wherever raceways pass through roof or outer wall structures. Assembly shall be constructed in a waterproof, permanent, neat and workmanlike manner and shall be subject to the approval of the Architect. B. Electrical devices and equipment located outdoors, in semi -exposed areas, or interior damp areas shall be weatherproof and NEMA-rated as noted. 1.18 PAINTING A. Provide cleaning, prep, priming and painting of exposed work as directed by the Architect. Mask manufacturer nameplates prior to painting and remove masking after paint is dry. 1.19 IDENTIFICATION A. Provide nameplates of 1/16" black phenolic and 1/2" high white lettering attached with steel rivets or machine screws and nuts on all electrical equipment including: 1. Main switchboards. 2. Distribution panelboards. 3. Motor control centers, control panels and combination controllers. 4. All feeder breakers and motor controllers in main switchboards, distribution panelboards and motor control centers and panels (indicate load served). 5. Panelboards. 6. Transformers; include also the following on transformer nameplates: "De - energize prior to removing cover." 7. Disconnect switches, enclosed breakers, manual motor starters, and combination motor controllers (indicate load served). 8. Control panels. 9. Main and intermediate distribution frames. 10. Telephone terminal boards. 11. Signal terminal cabinets. 12. Fire alarm control panels, extender panels and annunciators. B. Label all junction and pullboxes with the upstream panel or equipment name and circuit numbers as applicable. Labeling shall be made neatly and legibly with a permanent marker using different colors for different electrical systems. C. Conductors in conduit shall be labeled at every junction and termination point. 1. Install tags made of pressure -sensitive plastic or engraved phenol with plastic tie -wrap on the following items: SECTION 16010 PAGE 8 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 a. Feeder sizes #8 and larger to electrical equipment (panels, transformers, etc.) and other equipment (HVAC, pumps, etc.). Indicate upstream panel, circuit(s), phase(s) and equipment name. b. Signal distribution cables (optical fiber, telephone multipair, etc.). Indicate function and locations of upstream and downstream terminations. C. Pullropes in spare conduits. Indicate system and location of other end. 2. Install adhesive strips with the circuit number(s) on all branch -circuit wiring. D. Provide typewritten or computer -generated panel directory in each new or modified panelboard's cardholder frame under plastic cover. Directory shall include circuit number and description of each load. E. Provide permanent self-adhesive labels on each receptacle faceplate, below the lower receptacle, indicating the panel and circuit number (i.e., for circuit 11 from panel B, label shall read 8-11). Labels shall be 3/16" high black text on clear background. F. In open areas and/or where light switches are ganged together, provide a permanent engraved or silk-screened label at each light switch of the load served. Obtain approvals of labels from the Architect. 1.20 PRELIMINARY OPERATION A. Place into operation any portion of the system or equipment at the request of the Owner prior to the final completion and acceptance of the work. Any preliminary operation shall not be construed as acceptance of any part of the electrical work. 1.21 CLEANING A. Throughout the course of the work, keep the project site clean and free of debris and rubbish. Remove project spoils from the site. B. Clean equipment and materials prior to cleaning, painting and acceptance. Remove debris from inside and outside of material and equipment with brushing or vacuuming tools. Remove unnecessary manufacturers' labels and tags from exposed conduit, boxes and similar work. 1.22 PERMITS AND REVIEW OF CONSTRUCTION A. Pay for and obtain all required fees, permits and licenses. B. Representatives of the Architect may review the work at any time. C. Advise the Architect when the work is ready for review prior to backfilling of buried work or concealment of work in Floors, walls and ceilings. Work shall not be concealed without Architect's consent. D. Arrange for inspections by the project Inspector of Record, local utility representatives and local building officials as applicable. SECTION 16010 PAGE 9 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 E. Advise the Architect when all requirements of the Contract Documents have been completed to arrange for the Engineer's final walkthrough and punch list. 1.23 TESTING AND ADJUSTMENT A. Test the entire electrical installation under full loads, and make required adjustments and correct any defects. B. Test wiring for continuity, short circuits, and improper grounds. Insulation resistance shall meet or exceed applicable electrical code requirements. C. Verify correct functional performance of installed devices and equipment with the device ratings, operating sequence and code requirements. D. Verify proper operation and correct rotation of all motors. Measure and record the full - load amperage of all installed motors. E. Balance the phase loading of branch -circuits and feeders in all panelboards. Repair or replace defective work or equipment at no cost to the Owner. 1.24 RECORD DOCUMENTS A. Maintain Record Documents which clearly and accurately indicate actual installed locations of equipment, devices, underground and otherwise concealed conduit and wiring routing, modifications to panel schedule circuits, installation details, and other items that vary from the Contract Documents, including change orders and addenda. B. Submit one reproducible set of Record Documents to the Architect for review prior to project closeout. The Record Documents shall contain neat and legible markings of the variances from the Contract Documents as described above. Make changes or clarifications to the Record Documents as requested by the Architect and/or Engineer, and submit a final reproducible copy to the Owner. 1.25 OPERATING INSTRUCTIONS A. Provide and post operating instructions at the electrical equipment as directed in other Sections of these specifications. Instructions shall be typewritten or computer -generated and shall include wiring diagrams as noted. Install under UV -rated laminated plastic or in weatherproof enclosure. 1.26 OPERATIONS AND MAINTENANCE MANUALS A. Prior to requesting acceptance of work, submit one bound copy of the operations and maintenance manual of major electrical equipment to the Architect for review. Manual shall include the following: 1. Manufacturer's name, model number, service manual, spare -parts list, and descriptive literature for all components. 2. Maintenance instructions. 3. Instruction for starting, operation and programming. 4. Detailed one -line and/or wiring diagrams. 5. Field test report. SECTION 16010 PAGE 10 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 6. Contact information of contractors, equipment suppliers and service agencies. B. Incorporate review comments by the Architect and Engineer into two (2) final copies. Manuals shall be assembled in order by specification section in three-ring binders clearly titled on the spine and front cover, and shall be submitted to the Owner prior to project completion. 1.27 GUARANTEE A. Guarantee all electrical work to be free from defects of materials and workmanship for a period of one (1) year from the date of the final acceptance. Materials and equipment having longer manufacturer warrantee periods shall be guaranteed for those time periods. Should any materials and/or workmanship be found to be defective during this term, replace and/or repair such defective work and any other work damaged by such defects at no cost to the Owner. Such replacement or repairs shall be guaranteed for a period of one (1) year from the date of the replacement or repairs. PART II — PRODUCTS (NOT USED) PART III — EXECUTION (NOT USED) END OF SECTION Ole and paW HAPMJe=\2007\1007541 New Ute Cnrlsban Fell Church\D=\SpMs\16010 BASIC ELECTRICAL REQUIREMENrSAM pant date: September 11, 7007 SECTION 16010 PAGE 11 OF 11 BASIC ELECTRICAL REQUIREMENTS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 16050 — BASIC ELECTRICAL MATERIALS AND METHODS PART I — GENERAL 1.01 WORK INCLUDED A. Raceways, fittings, junction and outlet boxes B. Pullboxes and terminal cabinets C. Conductors, splices and connectors D. Wiring devices and coverplates 1.02 RELATED WORK A. Section 16010: Basic Electrical Requirements 1.03 SUBMITTALS A. Provide submittals for the following materials and equipment in accordance with Section 16010: Basic Electrical Requirements. 1. Wiring devices and coverplates 2. Pullboxes and terminal cabinets B. Submittals for conduit, fittings, junction, outlet boxes and similar materials that are not requested are not required and will be returned unreviewed. Provide these items as specified. PART II — PRODUCTS 2.01 RACEWAYS, FITTINGS AND BOXES A. METALLIC CONDUIT 1. Exterior conduit and exposed risers: Hot -dipped galvanized rigid steel (GRS) conduit with watertight galvanized threaded fittings. 2. Underground conduit less than 18" below grade, and conduit risers through grade or concrete slabs/assemblies: Hot -dipped galvanized rigid steel (GRS) conduit with watertight galvanized threaded fittings. To prevent contact between conduit and soil or concrete, wrap with half -lapped 3M Scotch #50 protection tape to 4" above grade. 3. Conduit across concrete expansion joints: Hot -dipped galvanized rigid steel (GRS) conduit with watertight galvanized threaded fittings with expansion couplings, bonding jumpers and corrosion protection as specified above. 4. Interior concealed conduit, exposed conduit in interior unfinished spaces, and exposed conduit in other interior spaces where approved: electrical metallic tubing (EMT) with steel compression fittings in damp areas and steel set -screw fittings in dry areas. SECTION 16050 PAGE 1 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 5. Interior concealed connections for lay -in lighting fixtures in ceiling grids: Galvanized flexible steel conduit not exceeding six-foot lengths with approved grounding bushings. 6. Flexible connections below raised floors, in damp areas, kitchens, exterior areas, to transformers, motors and other vibrating equipment, and connections across seismic or expansion joints: Liquid -tight flexible galvanized steel conduit not exceeding six-foot lengths with approved grounding bushings. Provide plastic conduit bushings except where metallic grounding bushings are required. 8. Conduit bodies shall be OZ Gedney type EW or equivalent, unless otherwise noted. 9. Provide materials as manufactured by Allied, Thomas & Betts or equivalent. B. NON-METALLIC CONDUIT Underground, underslab, in slab, and in concrete and CMU walls: Schedule 40 PVC with cemented schedule 80 PVC fittings. Conduit shall be listed for direct burial and use with 90-degree Celsius wiring. Restrictions: see metallic conduit requirements above for risers and conduit less than 18" below grade. 2. Provide non-metallic underground conduit for utility cables that comply with the requirements of the respective utility. Provide materials as manufactured by Carlon or equivalent. C. JUNCTION AND OUTLET BOXES 1. Provide galvanized steel boxes with tapped ears approved for the purpose and location of each installation. Boxes shall be flush -mounted unless they are located in unfinished areas. Where boxes are approved by the Architect to be surface -mounted in finished areas, provide surface -mounted boxes as specified in this or other Sections. 2. Surface -mounted junction and outlet boxes in damp or wet locations shall be Crouse -Hinds cast aluminum type FS or FD with proper quantity and size hubs, device plates, covers, adapters and accessories. 3. Underground junction boxes for landscape or exterior lighting with maximum quantity of four #10 conductors shall be gasketed cast iron, equivalent to Hubbell #1414. Completely seal with silicone caulking. 4. Metallic boxes shall be Code -sized at not less than 4" square by 2-1/8" deep. Provide proper galvanized trim rings for flush boxes and flat steel coverplates for surface boxes, color to match neighboring coverplates. The trim ring shall provide a minimum 1/4" clearance between any device and the back of the box. All boxes shall have connectors with integral insulated throats. 5. Boxes shall be rigidly supported with prefabricated brackets and/or blocking. SECTION 16050 PAGE 2 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 6. Provide materials as manufactured by Raco or equivalent, unless otherwise noted. 2.02 PULLBOXES AND TERMINAL CABINETS A. CONCRETE UNDERGROUND PULLBOXES Provide Christy, Brooks or Quikset precast concrete underground pullboxes for power and signal systems in sizes and quantities as shown on the Drawings and as required by Code. a. In areas not subject to vehicular traffic, provide Christy N-series boxes with extensions as required and concrete lids. b. In areas subject to vehicular traffic, provide Christy B-series boxes with extensions as required and bolt -down galvanized steel checkered lids. C. Lids shall be properly labeled with the following acceptable captions for the separate systems: "POWER" or "ELECTRICAL", "TELCOM" or "SIGNAL" or "COMMUNICATIONS", and "FIRE ALARM", or as specially noted on the Drawings. 2. Provide precast utility pullboxes and vaults for utility systems that comply with the requirements of the respective utility. B. ABOVE -GRADE PULLBOXES AND TERMINAL CABINETS Provide pullboxes and terminal cabinets as shown on the Drawings and where required. Boxes shall be 14 gauge galvanized steel (exterior) or 16 gauge (interior) steel and shall have continuous welded seams and stainless steel hardware (hinges, screws, etc.). Boxes shall be UL labeled, finished with an ANSI 61 light gray or equivalent powder coat finish, shall be approved for the purpose and location of each installation and shall be equivalent to Square D, B-Line or Hoffman. 2. Pullboxes shall have non -hinged covers attached with machine screws; terminal cabinets shall have hinged padlockable covers with stainless -steel hinge pin. 3. Weatherproof boxes shall be fully gasketed. Penetrations into weatherproof boxes shall be made with Square D interchangeable hubs, gaskets and adapter nuts. 2.03 600 VOLT CONDUCTORS, SPLICES AND CONNECTORS A. Conductors shall be copper with THHN/THWN insulation, and shall have clear markings on the jacket of UL listing, gauge, voltage, insulation type, insulation temperature rating, trade name and manufacturer. #10 AWG conductors and smaller. shall have color -coded insulation and shall be stranded with compression spade connectors at all device terminations, or may be solid without compression connectors. Conductors #8 AWG and larger shall be stranded. Provide materials as manufactured by General Wire and Cable or equivalent. SECTION 16050 PAGE 3 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 B. Prefabricated wiring and raceway assemblies, including types NM (non-metallic sheathed "Romex'), AC (armored cable), MC (metal -clad cable), are not permitted. C. Branch -circuit conductor connectors for #10 AWG and smaller: 3M Scotchlok connectors or equivalent. D. Conductor connectors for #8 AWG and larger: T & B Lock-Tite connectors or equivalent. E. Feeder splices above -grade in dry locations: Lug connectors with half -lapped Scotch #23 rubber tape covered with an equal number of turns of half -lapped Scotch #50 PVC tape, or equivalent. F. Below -grade feeder splices: Butt splice with heat -shrink sleeve covering, 3M or equivalent. G. Below grade branch -circuit conductor splices: Totally encapsulated insulated splices in 3M #3570 resin "Sealing Packs" or equivalent. 2.04 WIRING DEVICES AND COVERPLATES A. Provide wiring devices equivalent to the Hubbell Specification Grade devices and Lutron dimming devices as specified below, colors as directed by the Architect: Light switches, 20A 120V/277V: a. SPST: Hubbell #HBL1221 b. DPST: Hubbell #HBL1222 C. Three-way: Hubbell #HBL1223 d. Four-way: Hubbell #HBL1224 e. Locking switches: Hubbell #HBLxxxxL f. Weatherproof "press -switch" with pilot light: Hubbell #HBL128x series with #HBL1795 clear bubble plate, silicone rubber cover (fits FS/FD style boxes only). 2. Wall dimmers — Lutron Nova T-Star series: a. Incandescent with preset: #NT-xxxP; 600W, 1000W, 1500W or 2000W b. Electronic low voltage: #NTELV-450, 450W C. Magnetic low voltage with preset: #NTLV-xxx; 450W, 800W, 1200W or 1600W d. Fluorescent ("Hi-Lume'� with preset: 4NTF-103P-xxx; 960W at 120V, 1600W at 277V. e. 3-way and 4-way switches for use with preset dimmers: #NT-xPS f. Install ganged dimmers in oversized outlet boxes so that removal of dimmer heat sinks and dimmer derating are not required. 3. Coverplates: a. Flush -mounted devices in interior locations: Brushed stainless steel. b. Surface -mounted devices in interior locations: Galvanized steel. C. GFI receptacles in damp or exterior locations: Wet location while -in -use clear cover, Leviton 5977-DCL or equivalent. SECTION 16050 PAGE 4 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 PART III - EXECUTION 3.01 RACEWAYS, FITTINGS AND BOXES A. GENERAL 1. Thoroughly clean, de -burr and mandrel conduit prior to installation of conductors. 2. Install a'/4" polyethylene pullrope in all empty conduits and identify per Section 16010: Basic Electrical Requirements. 3. Seal all conduit penetrations through non -rated assemblies with clear silicone caulking. Provide chrome escutcheon plates over seals at exposed conduit penetrations in interior finished locations. 4. Use UL-approved pulling lubricants as recommended by the cable manufacturer when installing conductors into conduit. Do not exceed Code conduit fill requirements. 5. Conduit bends and offsets shall not exceed 270 degrees for power and control wiring and 180 degrees for telcom wiring between pull points. Provide junction or pullboxes to maintain these maximum bends sum total. 6. Maintain 6" minimum separation between power/control and telcom conduit runs. Intersections between power/control and telcom conduits should be at a 90-degree angle. B. ABOVE -GRADE CONDUIT 1. Install conduit concealed within building structure wherever possible. Exposed conduit shall be installed to follow structural elements. 2. Group conduit runs wherever possible on steel channel attached to structure with anchors, beam clamps, lag bolts or threaded rod as appropriate. Install individual conduit runs with steel one -hole straps. Supports shall be no more than 10 feet on center and within 3 feet of each junction box or termination point. 3. Grouped conduit runs shall be neat, properly spaced and aligned parallel. 4. Make conduit bends without reducing the cross -sectional area of the conduit. 5. Securely fasten conduit fittings to ensure good electrical continuity along entire conduit path. 6. Provide fire stopping of conduit through fire -rated assemblies with UL listed materials methods per California Building Code Section 709.6. C. UNDERGROUND CONDUIT SECTION 16050 PAGE 5 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 1. Install conduit runs a minimum of 24" below grade with sand bedding as detailed on the Drawings. Backfill and compact trenches to 90% density and remove trench soils from the project site. 2. Slope underground conduit to facilitate drainage to exterior locations. 3. Do not install conduit near or through grade beams, building footings or pads without approval from the Architect. Install underslab conduit beneath the slab's sand and gravel base. 4. Horizontal bending radii for underground conduit shall be 24" for conduit sizes up to 21/2" and 48" for larger conduit sizes. Vertical bending radii shall not be less than six times the conduit diameter. 5. Clean and seal conduit joints with approved compounds to be watertight. D. JUNCTION AND OUTLET BOXES 1. Provide UL listed fire stopping materials and methods for installation of boxes greater than 16 square inches, or multiple boxes installed in more than 100 square feet of fire -rated assemblies. 2. Do not install back-to-back Flush junction and outlet boxes in the same stud cavity. Where this is not practical, provide UL listed fire stopping materials and methods for fire -rated assemblies and sound -proofing outlet box pads for non fire -rated assemblies. E. 600 VOLT CONDUCTORS, SPLICES AND CONNECTORS 1. Pull conductors using only approved grips, maximum pulling tensions and bending radii as recommended by the cable and conduit manufacturer. Use nylon or equivalent pulling grips in non-metallic conduit. 2. Make connections such that all conductor strands are contained within the splice or connection and such that no strain is put on the conductors. 3. Provide color -coding of phase, neutral and ground conductors with conductor insulation color or colored Scotch #35 vinyl tape at each termination and junction point per the following table: 480V 3PH 3W 480Y/277V 3PH 4W 240/120V iPH 3W 20BY/120V 3PH 4W 208V 3PH 3W 240/120V 3PH 4W * stinger leg Phase A brown black black Phase B orange red orange* Phase yellow blue blue Neutral white or gray Ground green Isolated Ground green with yellow stripes 4. Neatly train and arrange wiring in panels, switchboards and terminal cabinets with approved tie -wraps. SECTION 16050 PAGE 6 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 F. WIRING DEVICES Terminate conductors onto device screw -terminals; do not "back -wire" devices. 2. Install all duplex receptacles with the ground terminal "down", in order to match industry preferences and pre -manufactured angled plugs. 3.02 INSTALLATION OF RACEWAY AND CONDUCTORS A. GENERAL The electrical drawings indicate locations and quantities of lighting fixtures, electrical distribution equipment, wiring devices, mechanical and other special equipment, signal and telecommunications equipment and devices. 2. The electrical drawings do not indicate all sizes, quantities and routing of raceways and conductors. Prior to installation, sizes and routings shall be carefully planned and coordinated with other trades according to the Drawings, the California Electrical Code and the following criteria: a. POWER SYSTEM CONDUCTORS All power conductors shall be fully enclosed in raceways as described in this Section and separated from all signal and telecommunications wiring. Power feeders consisting of conductors #8 and larger shall be installed in their own dedicated conduit raceway. iii. Branch -circuits originating from the same panelboard consisting of #12 and/or #10 conductors may be installed together in common raceways. Up to four circuits from a single panelboard with Code -sized ground and neutral conductors may be installed in the same Code -sized raceway. b. LOW -VOLTAGE CONDUCTORS AND CABLING i. All low -voltage cabling shall be installed in raceways as described in this Section and separated from all power wiring, ii. Fire alarm conductors shall be installed in complete, continuous raceways entirely separate from all power and other low -voltage conductors. iii. All low -voltage cabling other than fire alarm may be installed together in common conduit raceways that terminate in a single outlet box (i.e., data and telephone, data/telephone and TV). C. RACEWAYS Raceways shall be completely concealed in new finished areas (i.e., classrooms, offices, restrooms). SECTION 16050 PAGE 7 OF 8 BASIC ELECTRICAL MATERIALS AND METHODS New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 ii. Conduit raceways for cables transitioning to cable tray shall be stubbed to within 6" laterally of the tray, and within 6" of the top of the tray. Install plastic bushings at all conduit stubouts. iii. Surface -mounted non-metallic raceways shall be used for branch -circuit conductors only where devices are to be installed on existing structures to remain. Minimize the length of these surface raceways. Surface raceways should normally only consist of vertical drops from the accessible ceiling space down to the outlet; horizontal runs shall only be used where adjacent outlets are located within 96" of a vertical drop. Vertical raceways should be located to minimize their aesthetic impact (i.e., close to corners, away from markerboards, etc.). iv. Surface -mounted raceways shall be permanently anchored to wall assemblies and routed to follow architectural elements. Provide blocking for raceways to provide clean transition over moldings and other similar uneven transitions. 3. As -built drawings of the project required in other Sections of these Specifications shall include all installed conduit and conductor sizes, quantities and routings. END OF SECTION 01e and path: H:\Pro)e V007\2007541 New We ChnsJan Fell print date: September 11, 2007 BASIC ELECTRICAL MATERIALS AND ME HODS.dm SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS PAGE 8 OF 8 New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 16500 — LIGHTING PART I —GENERAL 1.01 WORK INCLUDED A. Lighting fixtures, lamps and ballasts B. Supports, bases and suspension systems C. Automatic lighting controls D. Low -voltage relay lighting control system E. Dimming lighting control systems 1.02 RELATED WORK A. Section 16050: Basic Electrical Materials and Methods 1.03 SUBMITTALS A. Provide submittals for the following materials and equipment in accordance with Section 16010: Basic Electrical Requirements. 1. Lighting fixtures, lamps and ballasts 2. Low -voltage relay system: Provide shop drawings including riser diagrams, schedules and cut sheets. 3. Dimming control systems: Provide shop drawings including riser diagrams, schedules and cut sheets. PART II — PRODUCTS 2.01 LIGHTING FIXTURES A. Provide fully installed and lamped fixtures and accessories as scheduled on the Drawings. Where colors and finishes are not clearly noted on the Fixture Schedule, verify these items with the Architect and provide color or finish samples if requested. B. Wet location fixtures shall be weatherproof and installed per manufacturer's instructions to maintain weatherproof seal. Provide additional clear silicone caulking between fixture backing and structure and at threaded hubs. C. Fixture diffusers shall be manufactured to comply with fire and smoke rating requirements of CBC 5209. 2.02 LAMPS A. Verify the proper lamp type for each fixture with the manufacturer. B. Lamps shall be equivalent to Osram, General Electric or Philips. C. Provide lamps from the same manufacturer for any one type of lamp in the Project unless otherwise noted. D. INCANDESCENT LAMPS SECTION 16500 PAGE 1 OF 7 LIGHTING New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 Provide 130-volt extended life lamps equivalent as scheduled on the Drawings. Type'A' lamps shall be inside -frosted unless otherwise noted. E. LOW VOLTAGE LAMPS Provide low -voltage lamps in size and beam spread as scheduled on the Drawings. LINEAR FLUORESCENT LAMPS Provide fluorescent lamps in lengths, lamp color, and color rendering (CRI) as scheduled on the Drawings, and with the proper pin configuration to match the light fixtures. Four foot lamps shall have minimum 3100 lumens. Acceptable lamp manufacturers and models: a. GE Starcoat HL 3100 lumens low mercury b. Sylvania Octron XPS Ecologic 3100 lumens low mercury C. Phillips Alto Advantage 3100 lumens low mercury 2. Linear fluorescent lamps shall be designed to pass FEDERAL TCLP tests and comply with EPACT disposal requirements. 3. Linear fluorescent lamps used in dimmed circuits shall be manufactured by Osram or General Electric only. 4. Provide clear plastic slip -over lamp guards for open bottom fixtures in electrical rooms, mechanical rooms, janitor rooms, etc. G. COMPACT FLUORESCENT LAMPS Provide compact fluorescent lamps in lamp color as scheduled on the Drawings, and with the proper pin configuration to match the light fixtures. H. HIGH INTENSITY DISCHARGE (HID) LAMPS 1. HID lamps shall be from the same manufacturer and batch to provide color similarity. Lamps with dissimilar operating color shall be replaced at no cost to the Owner. 2. Metal Halide (MH) and High -Pressure Sodium (HPS) lamps shall be clear, unless otherwise noted. 3. HID lamps in open fixtures shall be self -extinguishing upon failure of the lamp enclosure. 2.03 BALLASTS A. Ballasts shall be equivalent to Magnetek, Universal or Advance unless otherwise noted. B. Provide ballasts from the same manufacturer for any one type of fixture in the Project unless otherwise noted. SECTION 16500 PAGE 2 OF 7 LIGHTING New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 C. Ballasts shall be UL-listed, shall not contain PCBs, shall carry a five-year warranty, and shall be listed with the California Energy Commission where applicable. D. LINEAR FLUORESCENT BALLASTS 1. GE Ultra Max L which has a ballast factor of 0.77 a. 1 Lamp — Product Code: 49706 Description: GE-132-MAX-L/Ultra 25w b. 2 Lamp — Product Code:49707 Description: GE-232-MAX-L/Ultra 48w c. 3 Lamp — Product Code:49708 Description:GE-332-MAX-L/Ultra 72w d. 4 Lamp — Product Code:49709 Description:GE-432-MAX-L/Ultra 96w 2. Advance Optanium "LW" which has a Ballast factor of 0.78 a. 2 Lamp — Catalog #: Volt-2P32-LW-SC Volt: ROP-120v VOP-277v 48w b. 3 Lamp — Catalog #: Volt-3P32-LW-SC Volt: ROP-120v VOP-277v 73w c. 4 Lamp — Catalog #: Volt-4P32-LW-SC Volt: ROP-120v VOP-277v 96w 3. Sylvania Octron "Xtreme" which has a Ballast factor of 0.74 a. 1 Lamp — Ordering Abbreviation: QTP1X32T8/UNVPSX 25w b. 2 Lamp — Ordering Abbreviation: QTP2X32T8/UNVPSX 49w c. 3 Lamp — Ordering Abbreviation: QTP3X32T8/UNVPSX 72w d. 4 Lamp — Ordering Abbreviation: QTP4X32TB/UNVPSX 94w 4. Universal Triad "EL" which has a Ballast factor of 0.78 a. 2 Lamp — Model #: B2321yyyEL Voltage yyy — 120 or 270 48w b. 3 Lamp — Model #: B3321yyyEL Voltage yyy — 120 or 270 71w c. 4 Lamp — Model #: B4321yyyEL Voltage yyy — 120 or 270 95w E. COMPACT FLUORESCENT BALLASTS 1. Provide energy -saving rapid -start ballasts for compact fluorescent fixtures with the following minimum characteristics: a. Total harmonic distortion (THD): 520% b. Ballast factor: z0.88 C. CBM-certified sound rating — "A" 2. Provide electronic dimming ballasts for fluorescent fixtures as scheduled on the Drawings. Ballasts shall be Lutron "Hi-Lume" FDB series with the following minimum dimming ranges: a. Linear fluorescent: 100% - 1% b. Compact fluorescent: 100% - 5% F. HID BALLASTS 1. HID ballasts shall be high power factor with constant -wattage autotransformer. 2. HID ballasts shall be provided by the fixture manufacturer and shall be listed for the fixture type and location as applicable. SECTION 16500 PAGE 3 OF 7 LIGHTING New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 3. Provide HID ballasts with one or more of the following special features where specified on the Drawings: a. Remote ballast — provide ballast enclosure b. Potted core and coil for quiet operation C. Two -level dimming d. Pulse starting 2.04 BATTERY -BACKED EMERGENCY LIGHTING A. EXIT SIGNS AND EMERGENCY LIGHTING UNITS 1. All exit signs and emergency lighting units shall have factory -installed and sealed nickel -cadmium batteries which power the units at a minimum of 90% of full wattage for no less than 90 minutes. Battery packs shall be warranted for a minimum of 3 years. 2. Provide protective cages for exit signs and emergency lights that are installed in damaged prone areas including gymnasiums, locker rooms and multi -purpose rooms as manufactured by STI or equivalent, telephone 800-888-4784. Cage shall be sized appropriately for the specified exit and emergency light. Oversized cages are not acceptable. B. EMERGENCY BALLASTS 1. Provide emergency ballasts equivalent to Bodine with integral nickel -cadmium batteries that provide the fixture no less than 90 minutes of operation at reduced lumen output: a. F32T8 and 4-pin T5 lamps: #B33 b. F17T8, F25T8 and 4-pin compact Fluorescent lamps: #B30 C. 2-pin compact Fluorescent lamps: #B426 2. Emergency ballasts shall have a life expectancy of 7-10 years and shall be fully warranted (not pro-rata) for five years (#B33 and #B30) or 2 years (#B426) as applicable. 2.05 LIGHTING CONTROL SYSTEMS A. LOW -VOLTAGE RELAY LIGHTING CONTROL SYSTEM 1. Provide a microprocessor -based, fully programmable low voltage switching system, consisting of an intelligent relay panel, integral astronomical time clock, programmable system switches, low voltage switches, photoelectric switches and associated wiring and accessories. Provide a system as manufactured by Wattstopper (as specified herein and/or on the Drawings) or equivalent. 2. The system shall consist of timer control of building areas noted and local over- ride switches. Exterior lighting, where noted, shall be controlled via automatic input from photoelectric switch and/or integral time clock. Interior lighting, where noted, shall be controlled via local switches and automatic input from integral time clock. SECTION 16500 PAGE 4 OF 7 LIGHTING New Life Christian Fellowship suite16 Electrical Engineering Phase 1 — Building Improvements project #2007541 September 11, 2007 3. The relay control system shall be completely factory -preprogrammed and factory -tested. Systems specified with a modem shall be provided with free lifetime factory dial -up programming. 4. Lighting Control Relay Panels: as scheduled on the Drawings. a. Panels shall be ETL listed to UL Standard 916 and shall include steel barriers for high and low voltage and/or normal and emergency power. b. Incandescent fixtures shall be controlled by "Soft -Start" relays as noted. C. The relay control panel shall provide positive indication and manual control of each relay. Relay control cards shall use permanent non- volatile memory. d. The master relay panel shall include a 32-channel 365-day astronomical time clock with flick warning, after-hours timer bypass and related programming features, and a real-time RS-232 interface. e. The numbered relays in the panel shall be wired and programmed to control the power to each load as indicated on the low voltage relay schedules included on the Drawings. All power wiring shall be identified with the number of the relay controlling it at the load. Switches and other accessories: as scheduled on the Drawings. a. All devices shall be on the relay system RS-485 network bus. b. Switches may be assigned to control any relay(s) in any panel(s) on the system. Switches shall be permanently addressed rather than be programmable via DIP -switches. Switch electronics shall be completely sealed in damp, wet or other unconditioned environments as noted. Switches shall be engraved with the name of the load controlled as specified on the Drawings. C. Photoelectric switches on the system shall provide 14 trip points and be programmable from the relay panel rather than be programmable via set -screws on the photocell. B. DIMMING LIGHTING CONTROL SYSTEMS 1. Provide microprocessor -based, fully programmable dimming systems, consisting of dimming system panels (DSx), low -voltage scene preset switches (DPx), power boosting interfaces and associated required wiring and accessories. Provide Graflk-Eye 3000-series systems as manufactured by Lutron as specified on the Drawings. 2. The system shall be completely factory -tested, field -programmed, and shall include engraved or silkscreened labeling on all controls per the Architect's direction. SECTION 16500 PAGE 5 OF 7 LIGHTING New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 PART III — EXECUTION 3.01 LIGHTING FIXTURES A. Verify the exact fixture locations with the architectural reflected ceiling plans, elevations and floorplans. B. Verify the exact ceiling types and conditions in the field and provide fixtures with the appropriate frames, flanges, fittings and accessories for proper installation. C. Install fixtures with supports and suspension systems per Code requirements, as recommended by the manufacturer and as detailed on the Drawings. Do not support fixtures from suspended ceiling grids, ductwork, piping, etc. D. Maintain required fire and plenum ratings of ceilings and assemblies with approved fire - rated fixture enclosures and/or approved materials. E. Fixtures shall be installed plumb and level with structure and with each other without distortion and light leaks. Clean fixture housings prior to Project Closeout. F. Install lighting fixtures in electrical rooms, mechanical rooms and similar areas to avoid conflicts with exposed conduit, ductwork, piping, etc., and to provide reasonably uniform lighting in these work areas. G. Suspended fixtures shall be installed to allow 45 degrees swing movement free of obstruction. H. Provide touch-up painting to repair small scratches or marring of fixtures. Obtain paint from fixture manufacturer. I. Fixtures that are damaged prior to project closeout and wet location fixtures that are penetrated by water in the warranty period shall be replaced at no cost to the Owner. 3.02 LAMPS A. Prior to project closeout, provide a lamp burn -in for all fluorescent lamps for 100 consecutive hours, and all other lamp types for 48 consecutive hours. Replace any lamps that do not burn properly. B. Provide spare lamps in a quantity equal to 10% (minimum 1 lamp) of the installed quantity of each lamp type. Provide these lamps in their original protective storage carton in a location designated by the Owner. 3.03 BALLASTS A. Replace objectionably noisy ballasts at no cost to the Owner. B. Verify proper operation of emergency ballasts and replace those that do not operate at the specified output. SECTION 16500 PAGE 6 OF 7 LIGHTING New Life Christian Fellowship Phase 1 — Building Improvements September 11, 2007 suite16 Electrical Engineering project #2007541 3.04 LIGHTING SYSTEMS A. Obtain the services of factory -authorized technicians to supervise the installation of the systems and to make final controls connections at the panels. Provide technician - conducted testing of the system components and operation and initial programming, testing and user training. User training shall consist of four hours of on -site training of Owner -designated personnel. B. Provide necessary cabling, connections and programming for a complete and functioning lighting automation system. All relays, switches and sensors shall be tested after installation to confirm proper operation and the loads recorded on the directory card in each panel. C. Provide three copies of an operations and maintenance manual for the Owner's use. END OF SECTION Me and path: H:\PMJeM\2007\7007551 New We Chb9lan Fell Church\D=\spea\16500 UGFMNG.boc prlM bate: Sepan W 11, 2007 SECTION 16500 PAGE 7 OF 7 LIGHTING � ,..'h IfIi�IasQ eIi Ap N�I*�+I++.�tommOi�Neoe•n-. _��_+++_' mpN OoeoNome_w -—_ +i+f+�QomNOOoromm {I � moo^Nm_oNomN�mrt.P�.' �FoI(mer'Z� o TNmONrnmmmNOoe�Z o moNm[e�o0�V� Momonm0aotua r Ie . S1N3W3nOHdINI ONimin8 -1 3SVHd dIHSAAM13d NVUSI2JHO Ddl-1 M3N CZ) LL0 a E , li UdJUm K o�a(rylmoMc Po oNf .A49 .4o0+0o m m e m moLLac 0 0 -m—� f-- NQ(n n o jOo o 000 o ,\y+ w w ZWZ I. Lf,+ t; ++,W o m ry N N N N O — — — +++,+++ UI 0N m m mUO O O rO ,+V ++,+++++ LU m Ul Lqmm LOm Nm N N N N +O, O OHO O +/ O, m N NYT'aCD�LL w o o O 0 � � eN1nL0 I �U) 1ON O N oOMU_�O��a�0 �ZcaJaJoaJ'JJjy`uErnCOd'a`�y.�� cMm � UNFQN- Lislin Fbdufo Schedule.xis LIGHT FIXTURE SCHEDULE LAMPS WATTS TYPE MANUFACTURER AND MODEL DESCRIPTION TYPE QTT VOLTAGE FDIRIRE AT OMEGA B'DIA X 17 1/4'H, SURFACE MOUNT INCANDESCENT CYLINDER 0MR250PAR30SC-CSSFF BK DOWNLIGHT WITH CLEAR SEMI SPECULAR REFLECTOR, BLACK 250PAR38 1 120 250 ALUMINUM HOUSING BI OMEGA 6" DIA X 11 3/8" D, RECESSED INCANDESCENT DOWNLIGHT WITH 56PARJO T6C55 SEMI- SPECULAR REFLECTOR, WHITE TRIM RING, VERTICALLY 75PAR30 1 120 75 i MOUNTED REFLECTOR LAMP, NON I.C. RATED LONG NECK CI TO BE DETERMINED AND SELECTED BY WALL MOUNTED, INCANDESCENT DECORATIVE FIXTURE 120 60 ARCHITECT/OWNER DI TO BE DETERMINED AND SELECTED BY TRACK LIGHT 120 1B0 ARCHITECTJ OWNER FAI SHAPER 36"DIA K 42' OVERALL SUSPENSION FROM CEILING, 499 36 CFL/6140 120V FINISH CPO 42 DECORATIVE COMPACT FLUORESCENT PENDANT WITH CFL40 6 120 204 LUMINOUS ACRYLIC BOWL SUSPENDED FROM FOUR RADIALLY MOUNTED STEMS FA2 SHAPER 6'-6" OVERALL DIA X 42" OVERALL SUSPENSION FROM CEILING, 499 28 CFL/4132-120V F1NISH-TSS4B 42 DECORATIVE COMPACT FLUORESCENT PENDANT WITH FOUR CFL32 16 120 608 LUMINOUS ACRYLIC BOWLS SUSPENDED FROM FOUR RADIALLY MOUNTED CABLES AND THREE CENTER STEMS FBI OMEGA 8' DIA X 6 3/4' D, RECESSED COMPACT FLUORESCENT 58I1132PLTU TBIHCSS DOWNLIGHT WITH CLEAR SEMI SPECULAR REFLECTOR, WHITE 32PLT 1 120 35 TRIM RING, HORIZONTAL MOUNTED LAMP, NON I.C. RATED F82 OMEGA 8' DIA X 6 3/4" D, RECESSED COMPACT FLUORESCENT ' S8IH32PLTU-TBIHCSDCPL DOWNLIGHT, WET LOCATIONTRIM WITH TEMPERED GLASS 32PLT 1 120 35 LENS AND CLEAR SPECULAR DEEP CONE REFLECTOR, WHITE TRIM RING, HORIZONTAL MOUNTED LAMP, NON I.C. RATED F63 NOT USED FB4 OMEGA B' DU X 6 3/4' D, RECESSED COMPACT FLUORESCENT S02H32PLTU-T82HPLTWWCSS WALLWASH WITH CLEAR SEMI SPECULAR REFLECTOR, WHITE 32PLT 2 120 69 TRIM RING, HORIZONTAL MOUNTED LAMPS, NON I.C. RATED F05 OMEGA 8' DIA X 6 3/4' 0, RECESSED COMPACT FLUORESCENT S82HJ2PL7U-T82HPLTCSS DOWNLIGHT WITI3 CLEAR SEMI SPECULAR REFLECTOR, WHITE 32PLT 2 120 69 TRIM RING, HORIZONTAL MOUNTED LAMPS, NON I.C. RATED FCI DAY BRITE 4' 0"L X 4 I/2'W X 5"D, SURFACE MOUNT FLUORESECENT HD5128-120 EB CG4 STRIPLIGHT, MULTI -STAGE PHOSPHATE TREATED HOUSING, F28T5 1 120 34 PROTECTED TOMBSTONES, WHITE POWDER COAT, 1 LAMP CROSS SECTION, WHITE WIREGAURD FC2 NOT USED FC3 WILLIAMS 8' 0'L X 6 N8"W X 3 1/4'D, SUSPENDED FLUORESCENT 484 8 428TSS UL-WGI IEB2/2-120-MOD INDUSTRIAL STRIPLIGIFT, WITH SYMETRICAL REFLECTORS, F28T5 4 120 124 WHITE FINISHES PAINTED AFTER FABRICATION, 2 LAMP CROSS SECTTON,UPLIGHT COMPONENT, WHITEWIREGUARD PROVIDE DUAL SWITCHING BALLASTS, LAMPS TO BE SWITCHED IN ROWS FC9 WILLIAMS 4'-O-L X 6 118-W X 3 1/4"D, SUSPENDED FLUORESCENT #84 4 228T5S UL-WGII E82-120 INDUSTRIAL STRIPLIGI IT, WITH SYMETRICAL REFLECTORS, F28T5 2 120 fit WHITE FINISHES PAINTED AFTER FABRICATION, 2 LAMP CROSS SECTION, UPTIGHT COMPONENT, WHITE WIREGUARD FC5 DAY BRITE 4' O'L X 4 1/2'W X 5-D, SURFACE MOUNT FLUORESECENT HD5228-120112 Ell CIS SIRIPLIGHT, MULTI STAGE PHOSPHATE TREATED HOUSING, F2815 2 120 62 PROTECTED TOMBSTONES, WHITE POWDER COAT, 2 LANP CROSS SECTION, WHITE WIREGAURD FDI WILLIAMS 2'-0"L X 2' 0"W X 4 1/2"D, FLUORESCENT TROFFER WITH A K12 SOG S22-214TSS FA12125 EB2-120 PRISMATIC DIFFUSER IN AN EXTRUDED FLAT WHITE FI4T5 2 120 32 ALUMINUM GASKETED DOOR FRAME, PAINTED AFTER FABRICATION, 21AMP CROSS SECTION FD2 WILLIAMS C-0"1. X 2'-0'W X 4 1/2-D, FLUORESCENT TROFFER WITH A K12 50G-524 228T5S FA12125-E62-120 PRISMATIC DIFFUSER IN AN EXTRUDED FLAT WHFFE F2815 2 120 62 ALUMINUM GASKETED DOOR FRAME, PAINTED AFTER f FABRICATION, 2 LAMP CROSS SECTION WILLIAMS 4' 0'L X 2' 0"W X 4 1/2-D, FLUORESCENT TROFFER WITH A K12 SOG-524 32ST55 FA1212SEB2/1-120 PRISMATIC DIFFUSER IN AN EXTRUDED FLAT WHITE F28TS 3 120 93 ALUMINUM GASKETED DOOR FRAME, PAINTED AFTER [FE FABRICATION, 3 LAMP CROSS SECTION WILLIAMS 4' 0"L X 8 1/2"W X 3"D, SURFACE MOUNT FLUORESCENT WRAP ASMS 4-128T55 A EBI-120 WITH RIBBED ACRYLIC DIFFUSER, ALUMINUM HOUSING, F28T5 1 120 34 DIECAST END CAPS, I LAMP CROSS SECTION WILLIAMS 8' O"L X 8 1/2'W X 3'O, SURFACE MOUNT FLUORESCENT WRAP ASMS -8 42ST5S-A.E84420 WITH RIBBED ACRYLIC DIFFUSER, ALUMINUM HOUSING, F28T5 4 120 124 OUTCAST ENO CAPS, 2 LAMP CROSS SECTION FE3 WILLIAMS e'-0'1- X 6 1/2-W X 3'D, SURFACE MOUNT FLUORESCENT WRAP ASMS B 22BT5S-A-EB2-120 WITH RIBBED ACRYLIC DIFFUSER, ALUMINUM HOUSING, F2BT5 2 120 62 DIECAST END CAPS, l LAMP CROSS SECTION IF] LUMINAIRE 8.75"U2774"WK41) VANDAL RESISTANT WALL PACK, POLY- F1TT8 2 120 33 DLV824.60E-217 ELECT-120-CP X.WET CARBONATE LENS, HORIZONTAL BANDS, SILICONE AND NEOPRENE GASKETED, WET LOCATION RATED, COLOR TO BE SELECTED BY ARCHITECT MITI DAY BRITE 28- DIA X 23-H, METAL HALIDE BOX MOUNT DOWNLIGHT (BN400MMT-W(BRAJCRA WITH OPE-CAST ALUMINUM HOUSING, CAGED DIRECT LIGHTING, 400W 1 120 461 WHITE POLYESTER POWDER COATED ALUMINUM REFLECTOR, METAL WHITE FINISH HALIDE MH2 GARDC) 22-LONG X ❑ 1/2' WIDE SLEEK PROFILE POIE MOUNTED 175W 1 120 210 GULLWING SINGLE FDTTURE WITH ONE-PIECE DIECAST ALUMINUM METAL #G13 1 3XL-175MH-120 X)OC HOUSING, SHARP TYPE 3 CUTOFF OPTICS, COLOR BY HALIDE POLE # ARCHITECT, WITH 20' POLE MH3 GARDCO 22"LONG X 13 1/2- WIDE SLEEK PROFILE POLE MOUNTED 175W 2 120 420 GULLWING TWIN FIXTURE WITH ONE PIECE DIECAST ALUMINUM MEFAL eG13-2-3XL-175MH 120 XXX HOUSING, SHARP TYPE 3 CUTOFF OPTICS, COLOR BY HALIDE POLE a ARCHITECT, WITH 20POLE EMI M(PHILREN 13 1/4"L X 6 3/6"W X 5 1/2"D, UNIVERSAL MOUNT HALOGEN CAXR6L24 W6 EMERGENCY LIGHT FIXTURE WITH DUAL HEADS, HIGH IMPACT MRI6 2 120 11.3 THERMOPLASTIC HOUSING, WHITE FINISHES, W/ BATT PACK EXI MCPHILBEN 12 5/8'W X 8 3/4"H X 1 5/8'D, SELF CONTAINED UNVERSALLY CXXL-3 G W MOUNTED EXIT SIGN WITH SELF TESTING 90 MINUTE HICd LED N/A 120 2 BATTTERY, ASS THERMOPLASTIC WHITE HOUSING, GREEN LETTERING, DOUBLE FACED EX2 M[PHILBEN 13 3/4"W X 12"H X 2"D, UNIVERSAL MOUNT COMBINATION CCIIX-15-1-G W LED/ MR 11 LAMP EXIT/ EMERGENCY LIGHT WITH SINGLE FACE, LED/MRII 2 120 12 HIGH IMPACT ADS FLAME RETARDANTTHERMOPLASITC HOUSING WITH WHITE FRAME, WITH BAIT PACK NOTE: CONTRACTOR TO DETERMINE MOUNTING BARS ON RECESSED DOW NLIGHTS (FBI-FBS.B H TO MOUNT TO SUSPENOED CEILING OR NEW CONSTRUCTION FRAMEWORK Page I HAProach\2OW@00754 I Now Los Christian Foil ChurchlDala%Llghl F64ure Schedule As RC -VELA T10r-I REV06/04 SPEC SHEET K RV7 48 O M 8 2 0 0 A 2 3 P C 8" Incandescent Cylinder CAT NO: i 2 TYPE: PROJECT: PRODUCT INFORMATION Applications SURFACE WALL PENDANT A low brightness small profile Cylinder for use with PAR lamps. Provides broad uniform light distribution with high efficiency for general illumination of areas such as lobbies, reception areas, schools, restaurants, hotels and offices. Specifications 1. Housing - Aluminum cylinder with cost aluminum top and bottom ring on pendant and wall units. 2. Installation - Top plate assembly mounts directly to outlet box (by others). Anchor holes are provided. Socket is mounted to top plate and is accessible for servicing by removal of screws secured to housing. Junction box with 3/8"IPS stud required. 3. Reflectors - Precision spun .050 aluminum one piece reflector, self flanged with clear specu- lor low iridescent finish. The reflector is screw mounted for positive attachment to the socket assembly. Polished flange moh:65 reflector finish. A. Baffle - Precision machined .051 aluminum with deep grooves to eliminate aperture glare, anodised matte black or mote white finish. Standard flange is painted black. 5. Aligning Canopy - Die cast aluminum free moving and self allggning outlet box cover. ABaches to 3 1 /4" or 4• octagon outlet box (by others). Wows for up to A5" adjustability for use with sloped ceilings or seismic requirements. Add AC2 for two aligning canopies - one mounted to outlet box, and one mounted to fix - lure. 6. U.L. listed - For use in damp locations and approved for Through Branch Circuit Wiring. I.B.E.W. union made. ♦ Canadian Specifications may vary From these shown, Consult Canadian Division. L 21' 577mm1 l j ILI/d' 17-I/d' i438mm1 I438mm1 I 1 E u 8 l 1207mm1 1 203mm1 93/d° 1240mml — 1248mm1 _r ' ss/1e• I15mm —s 17.1/!- Id38mml I B R03mm1 iL 0.J/d• � ' S.G/Its' I2drenj 142mm1 21/d' 7mml CATALOG SYSTEM AND OPTIONS EXAMPLE OF COMPLETE CATALOG NUMBER OM620OA23PC-CSFF OMEGA Lamp Product Reflector Reflector Frame Aptr (by othen) Family Option Finish' Option OM8 2DO A23 SC Surface Cylinder BB CSFF Clear Specular AC2 150 A21 WC Wall Cylinder Black Baffle CSSFF Clear Semi-Specular 2 Aligning 30D P525 PC Pendant Cylinder— HZFF Haze Canopies 250 PAR38 GSFF Champagne Cold Specular PWFF Pewter Finish FIVE YEFU< Walranry -=1 'Consult Facto for other finishes. ry .��,..,,..-,. "Stem length is 22". Consult factory for other lengths. Q m E 9 el OMEGA LIGHTING: CANADIAN DIVISION: 176 South Green St., Tupelo, MS 388U 189 Bullock Dr6 , Markham, Onraria, Canado L]P 1 W4 emcgallghriny.com c i c H T i N C Phone 662.842.7212 PAX 662.841.5501 Phone 905.294.9570 FAX 600.268.0003 P REV. 06/04 SPEC SHEET % RV7-48 R E V C- L AT 10 I, I OM8200A23-CS DISTRIBUTION CURVE COEFFICIENTSUTILIZATION Photometric Data ZONAL CAVITY METHOD CwRu tc0*. Ellecl- Floor Cony ReNaiom 0.20 UE Eb uaA1w wuKos RC BO 70 50 Clear Specular Reflector LIGHTING 90 0 0 RW 50 30 50 30 50 30 Report Number: 20837 DATA 85 0 0 0 0 86 86 B4 84 61 81 trPPEERFORMANCE 75 2 2 70 1 81 79 79 78 77 75 Lamp: III 200W A23 Inside Frost a�Erzr nu1i rooiwmin 11.+"1 65 9 7 170 2 75 71 73 70 71 69 Total Lumens: 3800 8 78.0 75 55 18 16 267 3 69 66 68 66 67 6A Fixture Efficient 73.3% y 10 41.9 102 45 192 212 2571 4 65 60 65 60 63 59 35 1044 1093 5 60 56 59 56 58 56 IES File: F20837.IES 12 26.1 12 10 6 56 53 56 53 56 52 S/MH Ratio = 1.1 1.1 14 17.8 15-7 25 1976 1969 7 54 48 53 48 52 48 , 15 2620 2920 8 51 46 50 46 48 46 Beam An le: 68.23 9 16 129 18 4 , 5 2325 2917 9 d7 42 46 A2 A6 42 0 2358 2358 10 1 45 40 j 45 40 1 d4 AO OM8200A23BB-CS DISTRIBUTION CURVE COEFFICIENTS N Photometric Data ZONAL CAVITY METHOD tw+o0:. 'Can . EoeaP nos, Cooly R.Ileaoou 0.20 cas oEaa AT MW w "s ' RC 80 70 50 Clear Specular Reflector LIGHTING 90 0 0 RW 50 30 50 30 50 30 Black Baffle PERFORMANCE DATAN B5 0 0 0 0 75 75 73 73 69 69 with , it- in _ �'"m' 75 ] d 655 I 69 68 68 67 66 65 Report Number: 20845 'cart xis InAl65 27 22 1788 2 65 61 64 60 61 59 Lamp: (1) 20OW A23 Inside Frost 8 72.3 6-855 38 36 1989 3 59 56 59 56 54 52 Total Lumens: 3800 10 38.9 9-245 IA8 125 5953 4 56 53 56 57 5d 52 762 81d 5 53 48 52 48 51 47 Fixture Efficiency: = 63.2% 12 2e.2 11 735 6 50 d6 AB 46 47 45 IES File: F208d5.lE$ 1e 16.5 IdOits 25 1661 1547 7 A6 42 46 42 46 41 15 2555 2327 8 44 40 44 40 42 40 $/MH Ratio = 1.0, 1.0 6 20 165 5 2255 2425 9 Al 38 d0 38 e0 38 Beam Angle: 62.71 8 _-- �I+-w-w 0 2186 2186 10 39 35 1 39 75 1 39 34 OM8250PAR38-CS DISTRIBUTION CURVE COEFFICIENTSUTILIZATION Photometric Data ZONAL CAVIITTY METHOD ERecn"e Flour Cmiq Wectonce 0.20 DEaaa .0' 1s9' v xis RC BO 70 50 Clear Specular Reflector • LIGHTING s. 90 0 0 RW 50 30 50 30 50 30 PERFORMANCE DATA 85 0 0 0 0 105 105 102 102 97 97 Spot ca 75 0 0 0 1 98 97 96 95 93 93 Report Number: 21655 In+ ..is e"'""E 65 0 0 0 2 94 92 93 91 90 89 Lamp: (11 250W PAR38/SP 8 609.11 7 55 3 3 47 3 91 86 89 86 86 84 Total Lumens: 3370 t0 327.6 2 2 45 21 16 235 d 16 83 85 82 83 81 35 182 790 5 83 80 82 80 BI 79 Fixture Efficiency: = 88% 12 204.2 210 6 81 77 80 77 79 76 IES File: 1`21655.IES Id 139.3 3.5 to 25 1482 1222 7 78 75 78 73 77 73 re- 15 5536 5d84 8 76 71 75 71 75 70 S/MH Ratio = 0.3, 0.3 16 101.1 312 F 5 1391012A 11 9 72 69 72 69 71 68 Beam Angle: 16.75 0 1842518425 10 1 70 68 1 70 68 1 69 67 OM8250PAR38-CS DISTRIBUTION CURVE COEFFICIENTS N Photometric Data ZONAL CAVITY METHOD wwn rear. EFhc1:.e Fbo, Ca,y 411exmnce 0.20 am. Ara' IxvwxPn RC BO 70 50 Clear Specular Reflector - LIGHTING 90 0 0 RW 50 30 50 30 50 30 Flood PERFORMANCE DATAN 85 0 0 0 0 112 112 111 I I I 1061Do mL0 e nv75 arm 0 0 0 1 107105 105103 105103 Report Number: 21654 s It 1"165 0 0 0 2 1GO 96 98 95 95 93 Lamp: (1) 250W PAR38/FL 8 222.6 ea55 B 5 102 3 94 91 89 Ed 86 82 Total Lumens: 3370 10 119.7 6 345 58 Al 630 d 90 8d 89 BA 86 82 d58 778 5 84 81 84 80 82 79 y_ _ Fixture Efficient 95.3% I2 7d6 71235 6 81 76 Bl 76 79 75 IES File: F21654.IES 14 50.9 9-8zs 2s9e 2189 7 77 72 77 71 76 71 15 5085 A79A 8 73 66 72 68 71 68 S/MH Ratio = 0.8, 0.7 16 36.9 11-4 _ 5 6300 6098 9 70 66 69 66 68 65 Beam Angle: 45,51 --re.-.o 0 6734 6734 10 1 68 67 1 67 63 1 67 61 'Readings at working plane, 2'6" above floor. Beam Angle and Diameter Culoll at 50%of max. To convert slues far opilonal reflector colon, multiply by: Candlepawer Coefficients used at effective reflectances of: 70% Ceiling, 50% Walls, 20%Floor Gold .90 Bronze .62 Pewter .87 Additional photometric test files are available @ omegalighling.com O m f_ C� a OMEGA LIGHTING: CANADIAN DIVISION: 776 South Green St., Tupelo, MS 38004 189 Bullmk Drive. Markham. Ontario, Canada LOP I W4 1 c ,+ 7 1 N IT Phone 662.842.7212 FAX 662.841.5301 Phone 905.294.9570 FAX 800.268.0003 W S6PAR30/38 CAT. NO: TYP ` E: PROJECT: PRODUCT INFORMATION Applications A low brightness open reflector downlight for use wish PAR30 or PAR38 incandescent lamps. Provides brood, uniform light distribution with high efficiency for general illumination of areas such as lobbies, mcepfion areas, schools, restaurants, hotels and offices. Specifications 1. Mounting pan - Precision diestamped20 gauge galvanized steel mounting pan and yoke assembly. Accommodates ceiling materials up to 3/4" thick. ' 2. Installation Mounting loon has pre installed universal mountina brackets with vertical adjustment Junction box and mounting brackets are accessible i from below ceiling. For 30°C -channel hanger bars, specify 01030 accessory, ordered separately For 27" flat bar hangers, specify 01031 accessary, ordered j separately. 3. Reflectors Prec sc,n spun 051 aluminum reflector, self flonged with clear specular Alzake finish Reflector's screw mounted for positive attachment to sockel assembly. Standard [lot flange is pointed white. Optional polished j flange matching reflecror hash available, add FF to calolog number. A. Baffle - Precision machined .051 aluminum with deep grooves to eliminate aperture glare, anodized mane black or mane white finish. Stan- dard Rot flange is pointed white. Optional black flange available, add FF to mtalog number. 1. 5. Socket enclosure - Die cast aluminum heat sink, medium base 250V porcelain socket with nickel -plated capper screw shell and 200°C wire positions lamp at oplical focal plane of reflector for maximum performance. g6. Junction boa - Large 32-cubic inch 16 gouge galvanized steel with snap on covers. Approved for through wiring with up to 8 a12 AWG conductors. 7. Thermal protection - A thermal protedlon device which meals all U.L. and NEC requirements is standard. 8. U.L. Lists - For use in damp locations and approved for Through Branch Circuit Wiring. I.B.E W. union made. Canadian Speclliashom may vary from these shown, consult Canadian Division. 11 11/16' IJVTmmI 1 113A, (t89mm1 II" C i� 203.m �s me—a—minc 65/8' 168mml canes socx0 1.3/8' II BJmm) _ CATALOG SYSTEM AND OPTIONS EXAMPLE OF COMPLETE CATALOG NUMBER56PAR30/38-T6CS SPeX Lamp Reflector Reflector Reflector Aperture Sim (by others) Series/Size options Finish 56 PAR30 - 76 75W BB -Black Baffle CS - Clear Specular )low IR) PAR38 WB-White Baffle CSS - Clear Semi Spemlar Pt c,. 250W HZ -Hom PViA Pewter ' WT - Wheal `mod FF-Finish Fionge, )add as t suffix to color) Consult Factory for other i reflector linishes CAPRI I OMEGA: CANADIAN DIVISION: " rr 776 South Green St., Tupelo, MS 3BBOA I Be Bullock Drive, Markhamnm , Orim, Canadv l3P I Wd O M C a Phone 66].B4].711] FAX 66].Bd L5301 Phone 905.294.9570 FAX 800.268.0003 L I C M T I N C www.amepoli8hting.cam ;1 A SX2-8 ( 56250PAR38-CS Photometric Data J Clear Specular Reflector Spot Lamp Report Number: 21405 Lamp: (1) 250W PAR38/NSP Total Lumens: 3370 Fixture Efficiency: = 75.9% IES File: F2I405.IES S/MH Ratio = 0.3, 0.3 Beom Angle: 16.71 LIGHTING PERFORMANCE DATA riia� wow m.:me ml rf�lU•.dfe 'w 8 541.2 1 7 10 291.0 2-2 12 1814 29 I 123.8 35 16 89.8 3-12 S675PAR30-CS Photometric Data Clear Specular Reflector Report Number: 21659 Lamp: 1)75PAR30S/FLOOD Total Lumens: 1100 Fixture Efficiency: = 94.8% IES File: F21659.IES S/MH Ratio - 0.7 Beam Angle: 39.23 c: N IL. I G H 7 1 N G •- LIGHTING PERFORMANCE DATA ai . w ,e.T L wm rook 8 693 3 11 10 37.2 5 A 12 23.2 6 9 1A 15.8 8 2 16 11.5 9 7 DISTRIBUTION CURVE UMrtw p IRLFEfS 40 a+ip IgMB[n5 90 0 0 85 0 0 0 75 0 0 0 65 11 9 379 55 38 17 767 45 51 76 1437 35 212 254 25 120 3 758 15 4275 41 A6 _ 5 1777912651 0 16370 16370 DISTRIBUTION CURVE W+Ru RGtfES ni R w.IBenS 900 0 1 Bs D o 0 L. 75 0 0 0 i 65 0 0 0 55 1 1 28 1 III A5 72 86 1788 35 6A 67 25 388 A22 15 ]593 1572 5 1955 1996 „w 0 2095 2095 SAC COEFFICIENTS OF UTILIZATION �1 ZONAL CAVITY METHOD Effe,,.— n—, C—, R.11.,o.m RC 80 70 50 Rw 50 30 50 30 50 30 0 90 90 88 88 8A 84 1 85 84 84 83 RI 80 2 81 79 80 78 7B 76 3 78 75 77 7A 75 73 4 74 71 74 71 72 70 5 72 68 71 68 70 67 6 69 66 66 65 67 65 7 67 66 63 65 8 64 63 64 61 63 63 9 63 59 62 59 62 59 10 61 58 60 57 60 57 COEFFICIENTS OF UTILIZATION .ZONAL CAVITY METHOD ERed a Fbor Co•iry Reflemonce 0.W RC 80 70 50 RW 50 30 50 30 50 30 0 112112 112112 110110 I 108106 104 102 106 104 2 104700 96 9A W2 98 3 100 9A 91 88 97 93 A 95 91 85 82 94 90 5 93 05 81 79 91 85 6 89 B2 7B 75 88 81 7 B5 79 73 70 BA 78 8 62 76 70 68 87 75 9 80 72 6B 65 79 71 10 7B 69 66 63 77 69 4 �r t�ilional photometric test files are: available @ ome£ OMEGA LIGNtING7W CANADIAN DIVISION: ]]6 Se fh G S1,11.pelophISJee04 189 5.11acR Dri.e, M.Ahn., Onion, Cm, _ Phone 662e417717 FA% 667 MI 550T� Phone 905.294.9570 FAX -B00 7680003 wwr.mmagwl ehhn8.mm �) IAg DESCRIPTION 499 Direct/indirect Pendant features a luminous bowl and is available in three diameters with multiple mounting options. SPECIFICATION FEATURES Material/Mounting Painted and plated cold rolled steel or natural aluminum. Optional Trim Ring. Matte white acrylic bowl. Single Stem Aircraft Cable (Standard): One 5/8" stem and three or four 3/32" cables with a standard hang height of 24" IOA) for the 28" dia. , 32" IOA) for the 36" dia. and 40" (OA) for the 42" dia., minimum 20" (OA). Maximum overall hang height is 25' ICA). S' to 25stems are supplied in multiple sections. Contact factory for lengths above 25'. Finish Standard: Matte While IMW). Premium: Satin Chrome (SC). Polished Chrome(PC), Satin Brass ISE), Polished Brass(PB). Oxidized Brass IOBRS), Lacquered Satin Aluminum (SAL): Satin Copper (SCP), Polished Copper (PCP), Lacquered Satin Chrome (SCLI, Natural Aluminum INA), Satin Nickel (SN), Polished Nickel (PN), Lacquered Satin Nickel (SNL) or Custom Color (CC). Optics Refer to www.shaperlighting.com for complete photometrics. ORDERING INFORMATION Semple Number: 49SA2tFUSU5p27N4'CP M Ballast Integral electronic HPF, multi -volt 1201277V 1347V Canada), thermally protected with end -of -life circuitry to accommodate the specified lamp wattage. Lamp/Socket 28": Four (4) 26W or 32W (GX24q-3) 4-pin triple CFL lamps or three (3) 150W A-19 lamps. 36": Four (4) 27W (2,311) or four (4) or six (6)40W (2(311) high lumen CFL lamps or six (6) 100W A-19 lamps. 42": Four (4) or eight (8) 40W or 50W (21511) high lumen CFL lamps or six (6) 15OW A-21 lamps. CFL socket injection molded plastic. INC socket fired ceramic rated for 66OW-250V. Lamps furnished by others. Installation Supplied with either a circle strap mounting canopy or bar strap that mounts to a 4" J-box or plaster ring. Integral safety cable provided. Options Hand Painted Faux Alabaster Bowl (FBI, Dimming Ballast (Except 27W CFL( - Contact factory for ballast options (DM), MRI Applications (INC only) - Contact factory, Trim Ring (TR), Sloped Ceiling Adaptor - (Quad Pod. Single & Triple Stem, Multi -Bowls only) - Specify up to 45' (SCA), Downlight - Contact factory, Remote Emergency Battery - Supplied by others (REM), Cross Bands (CBD), Integral Emergency Battery (36" & 42") (EM). Damp Location (DL): All Painted Finishes, Lacquered Satin Chrome (SCL) and Lacquered Satin Nickel (SNLI finishes only. Energy Star Rating- Consult Factory. Labels U.L. and C.U.L approved for indoor and damp location. See options for damp location finishing requirements. Modifications Shaper's skilled craftspeople with their depth of experience offer the designer the flexibility to modify standard pendant luminaires for project specific solutions. Contact the factory regarding scale options, unique finishes, mounting, additional materials/colors, or decorative detailing. Sedn tamp �Vplupe Finish Optionslr 4Be' Oecillntllretl Bawl CFUUZfi+ 12DV NA` Natural Aluminum 15• single Stem CFWl2p 2]N• eaegem 35`Three Stem St.. CFU4/32+ 3"W" al Mane While qpa: Quad -Pod wl Decorative Balls 28' CFU4/40a. • taa®tem SJCAC: Aircraft Cable w/ Clear SJ Card 36, CFW/50e CC`Custom Color SJNAC• Almost Cable w/While SJ CoM 42' CFUS/40a OBRS• Oxidized Brass TSS313- Triple Stem Suspended Double Bawl CFU8/4ee pa: Polished Brass CFUMCP T553B' Triple Slam Suspended Triple Bowl PC pdisned Chrome T554B°Trlpla Sam Suspended Four Bowl INCO/1501 PCP: Polished COppet INU&1002 WD Cross Bonds INCfS050s SAIL: lacquered Sawn Aluminum DL: Damp Location Sa• Satin Brass DM: CFL Dimming Belittle a Mrn' 1 AveileEle in 20'. SC' Sam Chrome 2 Available in 3a'. IEM'Imagra)Emeryennc (sheers 3 Av.nshil.m. SCL'Sinn Cooper Chrome REM: Remote Emergency Beneryr 4 Avaa.me with CFL only. SCP Seen Copper SCA; Sloped Ceiling Ad.PtdM I Not available in 27vY FB` Hand Pointed Feu. Alabaster Bawl 6 com.1, tl linory fir—aibbhp1ton4. TR: Trim Ring 7 Supplied by omen. e Not vailable With la C. slwAC d, SICAC Specify up to 45'. 00 COOPER Lighting Specifications and Dimensions subject to change without notice. Cumuli Your representative for additional options and nni:ms. .vw+vzooperlighnng.rom 499 SERIES Pendent Luminaire Direct/Indirect Bowl Watermelon Haight 24" (OA) - 2e" da. 32" (OA) - 36" tlla. 40" CA) - 42- the Or Specify ADSO42748 11/2712DO6 4..37.00 PM i 499 SERIES PENDANT LIIMINAIRE 499 Standard 24' 28" 1 5" a 28" e 32' 36' TRIM RING (TR) & DOWNLIGHT OPTION 5" a 36" e TRIM OPTIONS 40, 42' 5" p 42" a CWrm Lighting Specifications and Dimensions subject to change without notice. ADSOa2748 mawsm rh hon Shaper Lighting' 1141 Marina Way South a Richmond, CA 946g4 • ph 5101W3370 • fax 510.2m.2311 11Q2R0064:32:00 PM P �9 9.Iom 499 Suspension options Single Stem (1SI: 510 stem with a standard hang height of 24" (OA). minimum 20' (OA). Maximum overall hang height for one piece stem assembly is 8(OA). 9' to 30' 1 stems are supplied in multiple sections. Supplied with a swivel canopy which will accommodate up to 45- adjustment. Three Stem (35): 310" stems with a standard height of 24" (OA), minimum 20' (CA). Maximum overall hang height for one piece stem assembly is 5' (OA). Lengths from 5' to 25' 30" a 5/8" Collector Body (CB) will be provided. Contact factory for lengths above 25'. Specify SCA for sloped ceilings up to 45°. Quad -Pod with Half Balls (QPB): 318' stem with a standard hang height of 24" (DA). minimum 20' (OA). Maximum overall hang height Is 8' (OA). Decorative half balls mounted to the bowl at stem locations. Contact factory for lengths above 8'. Specify SCA for sloped ceilings up to 45°. Aircraft Cable with White SJ Cord (SJWAC): 3132' cables with a standard hang height of 24" (CA). minimum 18" (OA). Maximum overall hang height is 25' (DA), Contact factory for lengths above 25'. Optional SJ cord in clear (SJCAC). 5' o 499 SINGLE STEM (1 S) 6 p t.va 30" 10" p 499 THREE STEM (3S) 8.7/8" e H \-ID4" 21- O 10•' 499 QUAD POD WITH HALF BALLS(QPB) 8•'m 1-1I8' 24 10" 499 AIRCRAFT CABLE WITH WHITE SJ CORD (SJWAC) 28" a �� COOS Lighting Specifications and Dimensions subject to change without notice. AOS042748 w vC0oyer119M1n9 oom Shaper Lighting • 1141 Mama Way South • Richmond. CA 94e04 . ph 510234.2370 1 far 510 234 2371 11127/2006 4:37:00 PM Suspension Options Triple Stem Suspended Double Bowl (TSS2B). Three 318" stems and lour cables with a standard hang height of 30' (CA). miolmum. Maximum overall hang height for one piece stem assembly Is 5' (OA). Lengths from 5to 25' a 5/8" Collector Body (CB) will be provided Contact factory for lengths above 25'. Standard bowl stem length is 10 contact factory for custom lengths. Specify SCA for sloped ceilings up to 454. Triple Stem Suspended Triple Bowl (TS53B). Three 318" stems and four cables with a standard hang height of 30' (OA), minimum. Maximum overall hang height for one piece stem assembly Is 5' (CA). Lengths from 5' to 25' a 518' Collector Body (CB) will be provided. Contact factory for lengths above 25'. Standard bowl stem length is 10 contact factory for custom lengths. Specify SCA for sloped ceilings up to 45°. Triple Stem Suspended Four Bowl (TSS4B): Three 3/8" standard stems and four cables with a standard hang height of 30" (OA), minimum. Maximum overall hang height for one piece stem assembly is 5' (OA). Lengths from 5' l0 25' a 5,8" Collector Body (CB) will be provided. Contact factory for lengths above 25'. Standard bowl stem length is 10'. contact factory for custom lengths. Specify SCA for sloped ceilings up to 45°. Installation Multi -Bowl Pendants: Contractor to provide appropriate structural support for fixture weight. Refer to installation drawings for details. Integral safety cable provitled. 30" 6'.0"@20 aBOWL 30' � i 6'4) @20'a BOWL TRIPLE STEM SUSPENDED DOUBLE BOWL (TSS25) 6'6'@28'aBOWL 15" 15" TRIPLE STEM SUSPENDED TRIPLE BOWL (TSP3B) TRIPLE STEM SUSPENDED FOUR BOWL (TSP48) COOPER Lighting Specifications and Dimensions subject to change without notice. AOSO42748 wm.cooperligpring cam Shaper Lighting 1 1141 Manna Way South • RichmoM, CA 94804. ph 510.234.2370 • fa. 510.234 2371 11/27120064:31:00 PM Y S82H32PLT en 'kiEi ector Dow CAT. NO: PR J CT: PRODUCT INFORMATION Applimlfons open refleclor downllght for use with long life energy efficient compact Ruaresasnt lamps. Provides medium, uniform light distribution with e,cellent color rendition. Ideal for areas requiring long hours of continuous operation such as lobbies, corridors, reception areas and offices. specifications I. Ballast One (1) Type I Class F. high power factor universal voltage electronic compact fluorescent ballast. Oiler both 1 of 2 lamp operation for 120 through 277 vall input voltage t2)IBW IBW (2)26W 25W 11132W 32W Ixwxw dxW 120V 2iN 120V 271V 120V 2M 120V 27V Line aarenl amps .34 15 A9 .N 58 .26 76 .32 Input wags Including pearl loss 40 40 56 56 69 67 91 90 Better laaor .98 .98 98 .98 1.00 1.00 .98 .98 sermons suning temperature 0°F VF 0-F 0°F 0-F 0-F PF WF 2. Mounting pan - Precision die stamped 20 gouge galvanized sleet. Accommodates veiling materials up In 3/4" thick. 3. Falallation Mounting pan has pre -installed universal mounfing brackets with vertical adjustment. Junction boa and mounting brackets are accessible Font 6olw ceiling¢ For 30" C-channel has bars, specify 01030 accessory, ordered separalaly. For 27" floc bar hangers, specify 01031 accessory, ordered separately. 4. ReBacbr Precision spun 050 aluminum, self flanged witfl door spec ]am iddacent finish. Reflector is screw mounted tar positive mtichmenl to social assembly. Stadad Rat flange is pointed while. Optional pol'nhed flange notching reflector knish available, add FF IF, catalog number 5. Might - Precision machined .051 aluminum with deep grooves to minimize apeMre glare, anodized monk black or matte while finish. Standard Rot Range is painted while. Optional black flange available, add FF to catalog number. 6. Sorke6 CFMI B/G%2dq, CFM26/GX24q, CFM32/GX24q, CFM42/GX24q, CFO26W/G24q, CF01 BW/G24q, CFOI3W/G24q. 7. Junction boa - large 32-cubic inch 16 gouge galvanized steel with snoti cover and ground wire riveted to frame. Approved for through wiring with up to 8 a 12 AWG conducat 8. Optional emergency system - Emergency system includes battery, electronic circuitry, charger, and pest/morror plate with test switch and charging indicator light. Test monitir pi may be instilled in the ceiling near the failure or other temple location. Operant appropriate lamp watfitaagge for a minimum of 90 minutes following power failure. Battery is recharged oubmoticolly folloving restoration of power. Emergency system complies wilts NFPA file safety rode, OSHA and NEC. Suitable for dry locations. 9. 1 Listed For use in damp locations. Approved for Through Branch Circuit Wiring. I.BEW. union made. Conodion Specihcmions may wry from these shown. consult Caaadion Division. uqe� 9.IP' —_ Inemnl - SX1-15 REV.06/04 CATALOG SYSTEM AND OPTIONS EXAMPLE OF COMPLETE CATALOG NUMBER 5832PLTU-T82HPLTCS .t, Span lamp From. So ply ReRecasr Why, Reflector Reflector Reflector :t Aperture Iley others) OptionsT V.Z. Series/Size Configuration Option Finishes' Options SO U TO 2H32PLT- FI Fuse I Witch Unirersal 2HPLT BB -Black BaFfle CS Clear 5pecular (low IRI IE Integral 2Hl8PLT F2 Fuse277voll Voltage (2) horn. PLT Wit -While Ballle CSS Clear Semi Spri Emergency"' 1H32PLTv' F3 Fuse347voil 120 through 277 2HOPL SH-Shorter Guard HZ Haze IHI8PLT EM Emergency 50 & 60 Hz (2) horz. OPL PW Pewter 21126OPL HE Integral Emergency"' IH WT Wheal 214180PL Dls Dimming 12041 2H130PL D2' Dimming 277,oll III horz. PLT or OPL 'Comas Factory fo, other r.Becter (inhhes. FF Finish Flange (add as 1H260PL -' Utilizen 26. 32 6 42 was lumps. suflix to color) -- 1H180PL ---IE must be specified on both home and reflector for Integral Emergency. win i5sai mi 13to, 1H130PL Irvi mrory 26. 32 w E2 won for dimming ton. pacify p wn 9e 9 W i OMEGA LIGHTING: CANADIAN DIVISION: O 776 South Green St., TupaID, M5 38804 189 Bullock Drive, Markham. Ontario. Canada QP I Wd Phone 662.842.7212 FAX 662.841.5501 Phone 905.294.9570 FAX $00.268.0003 L I c t. T I N a megalighting.cam •- SX 1 15 S82H260PL-CS Photometric Data �` DISTRIBUTION CURVE (` OZONAL CAVIEFFICIENISITTY METHOD W 9EIa ENect- Flom C-, ReRmonce 0 29 .Ell as nroe IswuOot, RC B0 70 50 Clear Specular Reflector 11 LIGHTING 90 0 0RW 50 30 5o 30 50 30 Report Number: L1752 CrPERFORMANCE DATA 85 2 0 354 0 68 68 68 68 65 65 new ' -io.: a.'w v 75 6 6 715 1 63 60 60 59 58 56 Lamp: (2)CFO26W/G24q, ma wolo-ws In:-.i 65 62 97 5801 2 56 53 55 52 53 50 Quad Tube 8 37.1 1)-0 55 738 911 4A326 3 50 A6 48 45 46 64 Total Lumens: 3600 10 20.0 15 0 45 975 1403 51851 A AS 40 AA 40 Al 39 5 A0 34 39 3A 38 3A Fixture Efficiency: = 68.1% 12 125 190 35 1011 1533 6 35 30 34 30 3A 29 IES File: EY5685.IE5 14 es 23 D 25 1135 1372 7 33 26 32 28 30 27 �--• Ia II9n IA7I B 29 25 28 25 91 a S/MH Ratio = 1.7, 1.5 16 62 27 1 Beam Angle: 90.18 582H42PLT-CS Photometric Data Clear Specular Reflector Report Number: 21033 Lamp: (2) CFM42W Total Lumens: 6400 Fixture Efficiency: = 63.0% IES File: 21033.IES S/MH Ratio = 1 .3, 1.8 Beam Angle: 22.24 LIGHTING .v PERFORMANCE DATA Hnw w°1 "IINrCIMgfs In ml 8 40.0 17.6 t0 21.5 23-10 12 12.4 30-3 14 9.1 36-7 16 6.6 A2-11 5 1182 128A 0 1209 1209 28 23 9 27 23 27 22 26 22 D15TRIBUTION CURVE COEFFICIENTS OF UTILIZATION ZONAL CAVITY MEiMOD GaYFu EBeclae Floc, Cody ReR.done 0.20 acarrs ni4 aw wvAw rs RC BD 70 50 90 0 0 RW 50 30 50 30 50 30 85 2 0 354 0 68 68 68 68 65 65 75 6 6 715 1 63 60 60 59 58 56 65 62 97 5801 2 56 53 55 52 53 50 55 73 9911 44326 3 50 A6 48 45 46 44 45 975 1403 51851 A AS 40 44 40 At 39 -� 35 1011 1533 5 AD 34 39 3A 38 3A 6 35 30 34 30 34 29 25 1175 1372 7 33 28 32 28 30 27 15 1120 1471 8 29 25 28 25 28 23 5 1182 1284 9 27 23 27 22 26 22 0 1209 1209 10 1 25 20 1 25 20 1 23 20 .' Additional photometric test files are available @ Din all' Ping com 12 12.4 30-3 14 9.1 36-7 16 6.6 A2-11 5 1182 128A 0 1209 1209 28 23 9 27 23 27 22 26 22 D15TRIBUTION CURVE COEFFICIENTS OF UTILIZATION ZONAL CAVITY MEiMOD GaYFu EBeclae Floc, Cody ReR.done 0.20 acarrs ni4 aw wvAw rs RC BD 70 50 90 0 0 RW 50 30 50 30 50 30 85 2 0 354 0 68 68 68 68 65 65 75 6 6 715 1 63 60 60 59 58 56 65 62 97 5801 2 56 53 55 52 53 50 55 73 9911 44326 3 50 A6 48 45 46 44 45 975 1403 51851 A AS 40 44 40 At 39 -� 35 1011 1533 5 AD 34 39 3A 38 3A 6 35 30 34 30 34 29 25 1175 1372 7 33 28 32 28 30 27 15 1120 1471 8 29 25 28 25 28 23 5 1182 1284 9 27 23 27 22 26 22 0 1209 1209 10 1 25 20 1 25 20 1 23 20 .' Additional photometric test files are available @ Din all' Ping com f m E C7 OMEGA LIGHTING =' , (. CANADIAN DIVISION '� Y ^' S _ 776South G SL., E pd9, MSI]8804 189 Bullack Drive, Markham Ontario, Canad UP 1 W4"" L I G n T I N G Phone 662 8427212".FAX 662841.5501 Phone 9D5.294.9570 FAX 800.268.0003 .. '. o8 lgh1 n8.eem " � m+ N CAT, NO: S81H26QPLU-TB1HWWCSS TYPE: la( PROJECT: PRODUCT INFORMATION Applications Open reflector wall wash for use with long life energy efficient compact fluorescent lamps. Provides medium, uniform light distribution with excellent dolor rendition. Ideal far areas requiring long hours of continuous operation such as lobbies, corridors, reception areas and offices. Specifications 1. Ballest - One ( l II Type I C ss P, high power factor universal voltage �deccytrr��slstic corn pp fluores[en1 (lost. O eff r both I or 2lamp operation for 120 lfaough 277 sol1 input voltage. (2)18W 111W 12)26W 26W 12132W32W 1(2)42W 42W 128V 27N 120V 27ry 12DV 2771 120V 277V Lt. current asps .N .15 49 .21 .58 .26 ]6 .32 Input wens Imam, ballast loss 40 40 56 66 fig 67 81 90 BYust lector .98 .98 98 .98 1.Do 1.cc .98 .98 Minimum stoning tempereture 0-F 0"F PF PF 07 0-F D-F 07 2. Mounting pan - Precision die-aomped 20 gauge galvanized steel. Accommodates dealing materials up ta 3/d" thick. 3. Installation - Mounting Pon has pre-inucillyd universal mounting brackets with vertical adjushrsan. Junction box and mounting brackets are accessible from below ceiling. For 30" C-channel monger bars, specify 01030 accessory, ordered sepamkly. For 27' Oct bar hangers. specify 01031 accessory, ordered seporstefy. A. Reflection - Precision spun .050 aluminum, self Ranged with dear speculor law iridescent finish. Reflector is screw mounted for positive attachment to Packet assembly. Standard Rot flange is pointed while. Optional polished Range matching mflactar finish available, add FF Io domlog number. S. Sockets- CFMd2W/GX24q, CFM32W/GX24q, CFM26W/G24q, CFMI SW/GX24q, or CFO26W/G24q, CFOI BW/G24q 6. Junction box - large 32 cubic inch 16 gauge galvanized steel with srapron cover and ground wire nvehsd to frame. Approved for through wiring with up l0 8 e12 AWG conductors. 7. Optional ernssgency system - Emergency system includes bakery, electronic circuitry, charger, and lest/monitor plate with test switch and chorging Indicator light . Test monitor plate may be imtal ed in the roiling near the fixture or other rtmote lomtian. Operates appropriate lamp wattage for a minimum of 90 minutes following power failure. Battery is recharged automatically bllowing restoration of power. Emergency system romplies with NFPA life safety code, O5RA and NEC. Suitable ter dry locations. 9. U.L Listed - For use In damp locations and approved far Through Branch Circuit Wong. I.B.E.W. union mode. } Canadian Specifications may wry from these shown, consult Canadian Division. pYmml I I' t=)omml I le.l l/Ib' pr2mml _T__ I SX1-16 ^REV.:O6/04 1 _ G 611/le' / 0 IVamml ' 3/4• t I� - tlnrmry memin'cot, ----IPISmmI rnur CATALOG SYSTEM AND OPTIONS EXAMPLE OF COMPLETE CATALOG NUMBER: S82H32PLTU-T82HPLTWWCS Spax Lamp Frame Supply Reflector Lamp Reflector Reflector Reflector Aperture (by others) Oplionst Voltage Sedes/Size Configuration Type Finishes* Options 58 2H32PLT" 2HISPLT 1H32PLT" 1H18PLT 2H26OPL 2H180PL 2HI3OPL �j 1 H260PL 1H180PL —� U TB _ EllFuse120vok tjmv rsol 2HPLT � WW Wall Wash GCS F2 Fuse277va11 Voltage (2f hors. PLT DWW Double Wall Wash CSS F3 Fuse3d7vok 120 through 277 2HOPL CW W Corner Wall Wash HZ EM Emergency 50 8 60 Hz (21 horz. OPL PW IE Integral Emergency... 1H WT D1' Dimming 120volt (1) hors. PT or OPL FF D2'Dimming 277volt 'Consult Factory For other reflector limiter Uhli— 26, y2 X 42 w H h "'IF mast be Lpec�fied on bad frame and reflector for Integral Emergemcy. tComult Factory ter 13 own dimming. ' Specify lamp wmrtoge for 26. 32 ar 42 won for dimming option. Clear Specular(low OR) IE Integral Clear Semi Specular Emergency — haze Pewler Wheal Finish Flange (add as suffix to color) ( OMEGA LIGHTING: CANADIAN DIVISION: O m E I] + Ill 776 South Green 51., Tupelo. MS 38804 189 Bullock Drive, Markham, Ontario, Canada OP I W4 Phone 662.842.7212 FAX 662.841.5501 Phone 905.294.9570 FAX 800.268.0003 L I G M T I v c enew orre8alightins.com SX1-16 S82H42PLTWW-CS Photometric Data + w Wall Washer with Clear Reflector Source: Compact Fluorescent Lamp: (2) CFM42W Reflectances: 80% ceiling, 50% .galls, 20% floor Maintenance Factor: 1.0 IES File: ITLA9868. IES Lee Dhmm• ]'ham wll, ]'on anm ]'ham wll, d•an non, e•hom wl, a'on omrer dhom wll 5'en Wort. hem Beb. Belwen Baw Belreen &o. Beiwen Bela.. Beiwen elling hl f'uvro Fi,Nrq Faun. FLWm Fim n.um fin R.wee 1 350 369 n.3 nv n.l Ida 1s.1 ua ] 652 638 Sd.2 d].3 ]2.6 JOJ x8.8 2J.9 3 JOs e9.1 Ss] sod a0d 396 ]e.] ]Id a 59.1 SB9 d5.1 u.6 d19 a09 3d.B 330 s ded de.a nx 36.e Rd n.J n.l 3Ds 0 39.J ]9.) ]09 ]09 32d l2d 2e,B 26.8 J W.0 330 25.J xd.1 28.1 x8e 23A x15 B 2B ] 2B 3 1x.1 22.5 2d.9 25 d 21.1 21.x D 2dd Zed 19.1 19.5 22.0 225 IB.J 19.D C S82H260PLWW-CS Photometric Data Wall Washer with Clear Reflector Source: Compact Fluorescent Lamp: (2)CFO26W Reflectances: 80%ceiling, 50% walls, 20% floor Maintenance Factor: 1.0 IES File' ITL49865.IES M. 3' imm-all. 3' on onkr ]' ham wll, d' an cwwr d' Imm wll, d' on nnm d' hom wll, 5' on m,er 6. 6du Be�wn Wo- Be am Belo•. Berwn Below Belwen owling lhl FvNm FiWry fitlum FIMw fiaNn f.nn. Fin FI,Nn 1 30.3 28A 77.5 21.6 16.4 165 15.9 11.1 2 16.7 .9 Al I ]d.d 310 297 25.9 20.3 3 dB) As d1] 406 36.1 35.1 28.9 25.5 d d0.2 AO 339 3d 5 33 3 33.5 23.9 256 5 32.1 31 B 27.d 22d 28.3 28.5 21.7 22.1 6 25d 25.2 221 17.0 23.6 23d 18.3 16.6 J 202 72 177 V.B 19.) 195 15.5 ISd 9 Id.1 Idd 129 13.0 ld.d 1d.6 II] 117 ^Additional photometric test files O M E C� a OMEGA LIGHTING r ;16 CANADIAF c A r v c ]76 So Ih G ae BI ; Tup.fo, MS 78804 189 Bullock Di u Phone 662 84] 7712� FAX 662841!5501 Ph... 905.29 FCI, C Day -Brits Lighting CONSTRUCTION/FINISH • Premium heavy duty industrial channel for added rigidity. • Suitable for unit or row mounting in surface or suspended applications. • Housing and end caps are multi -stage phosphate treated for maximum corrosion resistance and painted after fabrication with high reflectance white polyester powder coating. • Thumbscrews secure channel cover for easy wireway access. ELECTRICAL • All 38OmA, 800mA, and 15001 models must be suspended a minumum of 1-1/2" from surface. • High output 38OmA (44HO, 86HO), high output 800mA (48HO, 96HO) and very high output 1500mA (48VH, 96VH) models come standard with -20°F start ballast where available. • 32wT8, 40wT12, and Slimline models UL listed for direct mounting on low density ceilings. • UL listed for damp locations. Units incorporating emergency ballasts UL listed for dry locations. CATALOG NUMBER HEAVY DUTY STRIP 4' or 8' 1 or 2 Lamp T8 or T12 • Class P, HPF ballasts comply with ¢@Federal Ballast Law (Public Law 100-357,1988). • Green grounding screw installed in channel. • Lampholders may be individually replaced or rewired. ACCESSORIES • CG-4-4'Wire guard • 3395 - Adjustable conduit hangers • 5988W/5977W - Hydee hangers • CS-400 - Rigid stem canopy • CS-500 - Swivel stem canopy • CS series stems • FL-111 - Sliding hanger, conduiUstem/screw • FL-116 - Sliding hanger, chain suspension • FL-117- Hook, chain • FL-118- Sliding hanger, messenger cable • FL-119 - Hook, messenger cable • FL-123 - Schein (w/S-hooks) set • N-3380/3381 - Universal joint aligner, octagonal box, 1/2" / 3/4" I.P.S. • N-3385 - Universal joint aligner, square box, 1/2" I.P.S. BUS - Heavy Duly Strip 28-28wT5(461 THUS -Tandem Version 32-32wT8(48') 40-40wT12 (48') 48 - 38wT12 Slimline (48') 44HO - 44wT8 381(48') 48HO - 6Owr12 80UmA (48') 48VH -11 OwT12 1500MA (48') 54HO - 54 WT5HO (46') 59 - 59vi (96') 96-75wT12 Slimline (96') 96H0 - 86wT8 3BOmA (96') 96HO - I I O.T12 BOOMA (96') 96VH - 215wT12 1500MA (96') 120 (m l included) 277 1 347 2 UNV - Universal voltage, 120-277 volt (with 18 or T5 electronic ballast only) CM - Canadian Market 12 - One 2.12mp ballast (electronic or non-standard) 1/4 - One 4-1amp ballast (electronic or non standard) 22-Two 2-1amp ballasts (electronic or non-standard) EB - Electronic ballast, <20% THO EBH - High ballast factor electronic ballast (F32T8 only) EB101- Electronic ballast, instant start, 00% THO E61OR-Electronic ballast, program rapid Said, <10% THO El - DEB 1 emerg. ballast, 350.450 turners, UL dry loc. E7 - DEB 7 emerg. ballast, 600-7001umens, UL dry loc. E5- DEB-5 emerg. ballast, 1100 1400 lumens, UL dry loc. El- DEB-5ST emerg. ballast wtse(f test, 1TOO- f400 lumens, UL dry loc. GLR4 - Fusing, last blow (p = number of ballasts) LT- Low temperature UoF) star ballast (standard on F32T8, HO, VHO) Power -Connect modular wiring - see sheet 1604-OA See section 1600-OA for option info. JOB INFORMATION 1107-S Job Name:❑ Type: HEAVY DUTY STRIP C Day-Brits"Lighting DIMENSIONS -A.. 9110- DIA. R O.(21 1 a3r Dln. N.o. (z) 4'CHANNFL (1219mm 48' 8'CHANNEL C439 mm) 96' 3 e p Q. III I 5�� JII O O a-112" PHOTOMETRIC DATA CATALOG if HDS232-12-EB LAMPS =F32TB INPUT WATTS=61 TEST#14719 WH---1.6 BALLAST=ELECTRONIC BALLAST FACTOR=.88 COMPARATIVE YEARLY LIGHTING ENERGY COST PER 1000 LUMENS =$3.08 BASED ON 3000 FIRS. AND $.08 PER KWH. CANDLEPOWER Ample End 45 Drees D 1019 1019 1019 1976 15 1009 103a 25 901 990 1059 35 793 958 t059 45 656 age 1019 9i1 65 340 899 75 151 590 716 e5 28 306 432 105 3 305 312 3 160 33 6 104 236 E 46 133 7 542 6 9 5 6 MAINTAINED ILLUMINATION TABLE- Square Feet/Fi=tuni 11180 50-2D Relleclances (Ceiling -Wall Floor) .LLF=075 2900 Lumens/Lamp Clean • Room wiDlh divided by roam hagnl = 5 ov more, 2 of 1 Fe ure SYe Repm WItltN pppma.Ane Isp. helper Futon. 8 NNI LempF Xe•m NelgM` 1Dnc 30NC 5 n-C 70N-C 100nG 2Lamp 5 13D 70 56 39 32 xaG 2 - 84 50 36 - 1 9 36 LER = FS-78 FIXTURE EFFICIENCY= 93.3% 0 COEFFICIENT OF UTILIZATION Or }p 11r ee 70 50 Pw 70 50 30 70 50 30 50 30 RON 0 1071071W 10}10210} 93 9l 1 9a 89 8] 90 04 01 78 73 1 94 76 68 60 72 66 66 60 3 77 66 56 71 63 55 56 51 69 56 aB 66 55 Ifi 50 11 5 61 51 n 59 48 n0 14 35 1 'm601r2 Fixture VMH Repuierri lot Spe[IIIC Applimuons 6 s] 45 36 55 42 3 4 3 AVERAGE LUMINANCE CDisG.M WITH 2900 LUMEN LAMPS ANGLE ENO AS- CROSS 45 6257 6389 6686 55 5693 6243 1731 65 4 a 4 3 6152 7 17 1 75 3551 64M 6627 65 144B 4423 5003 7 A 40 33 51 39 30 35 28 B 50 M 20 46 35 29 33 26 9 46 Y 26 14 32 25 29 23 10 44 30 23 40 29 23 28 20 LIGHT DISTRIBUTION DEGREES LUMENS %LAMP %FIXTURE 130 B39 11.5 15,5 1 40 1429 24.6 264 0-60 2793 48.1 51.6 09 4316 744 79.6 LLF. 75LLF-LIGHIL0.S5FACFON LIF.LOOXLLOIIBF Lou. ANY CLEAN 094 CLEAN 090 90180 1094 18.9 20.2 LLD. C91040°%FATED LAMP LIFE OF. 0 B8 ELECTRONIC 641A518 TO LAMP INELAMP At 70%LAMP LIFEI 0 10D 5410 93.3 100.0 PHOTOMETRIC DATA CATALOG#HDS296HO-12-EB LAMPS = F96T12HOES INPUT WATTS =165 LER = FS-94 TEST#10973 SIMH=1.6 BALLAST =ELECTRONIC BALLAST FACTOR= 1.00 COMPARATIVE YEARLY LIGHTING ENERGY COST PER 1000 LUMENS = $2.55 BASED ON 3000 FIRS. AND $.08 PER KWH. FIXTURE EFFICIENCY= 971 % CANDLEPOWER Angle End 45 CrOss n 3029 3029 3029 5 3035 3033 3029 15 202 3014 3091 25 2724 2911 3152 35 2423 2850 ]14B 45 2039 2659 3054 55 1553 2371 2804 55 1042 1956 2379 75 575 1453 1918 es TFIS 1098 11e9 95 37 99] 1312 Ins 1 731 1186 tt5 t 550 987 Ixs 1 111 739 135 1 290 531 15 11 On 35 79 90 165 29 52 175 20 MAINTAINED ILLUMINATION TABLE. Square FeeVFilture' e80-50-20 Relleclances (Ceiling -Wall Floor) •LLF=098 BDDO Lumens/Lamp very clean . Room wi01h divided Dy room hoghl = 5 Of more. 2 or 1 li2lure Si21 Room WI41h APproX.7 (5111L) per Fltlme 8 e el bmie Room Orit, ' 1I I 30 N-C 60II-c 70 n c lop n-C 1'%4' 5 130 2 Lai 2 - 120 84 1 - - 120 86 60 - UOSENE 11 AWC WMH NXI 11Q111C1 lOr bDii If RppI I GIl0n5 AVERAGE LUMINANCE CO/SQ.M WITH 2550 LUMEN LAMPS ANGLE END 45' CROSS 15 11569 11B85 12633 55 10789 II918 t2756 65 9719 ttfi31 12441 75 8540 10991 12421 65 8088 11903 12650 LLr..M LLF. LIGHT LOSS IACTOA LIF L DO X Ito I OF L00:WAYCL[MO% CLEANOM LLo.09]®405 RAI ED LAMP LFL AT 1[0NFrmOr CAD IR 1188112LAMP IACLAMP AI70%LAMP LIFE) COEFFICIENT OF UTILIZATION AN: }B prF p9 To 50 pa 70 50 30 to 50 30 50 30 PER p Ill 111 III Ip71011,17 9] B] 99 9l Bfi 9] B9 6] 91 78 } p9 79 71 u] NO 56 69 A 3 A0 68 59 16 66 57 59 5, 1 7} 59 51 66 57 46 53 16 s 6] 53 l4 63 Si 41 46 10 6 6C 11 18 57 e6 36 11 3+ 1 56 41 ]1 N 10 3] ]a ]0 B 52 ]9 }B 50 ]6 29 ]a }6 B 18 31 27 46 34 26 32 25 t0 46 33 25 14 30 23 2e 23 LIGHT DISTRIBUTION DEGREES LUMENS % LIMP %FIXTURE 0-30 25N 15.6 161 0.40 421 267 27.1 0.60 8315 52.0 535 0 90 12735 796 02.0 90160 2802 17.5 180 0 180 15536 97.1 105.0 DAY-BRITE LIGHTING • eww.tlry0rlbllgmtln9tom CO 07 DAY BnITE LIGHTING 1107-5 D6 ouLNGleen5tteel•lup lO,MesissppilABb PH: Ififi2)b2421}•FAk 16621adu55p1 De OrO] Day-Brite� Lighting CANADIAN DIVISION OAI Iii Ni 1HE alms TO 1896u11oA Di- Ma6Nam. Ontario L3P IW4. PH, (905) 294 9570 - FAX (905)2M 9811 -F c..-011.1HOLI NoncR a Genlyte company I OR 2 LAMP T5 INDUSTRIAL SPEC IF I CATIONS • HOUSING - 22 Gadie formed C.R.S. • FINISH - white powder coating with 5-stoge iron/phosphate prepared metal. 92% minimum average reflectance • REFLECTOR - 22 Go. die formed GR.S. • ELECTRICAL - electronic ballast slandard, rated Class P • LABELS - UL & CUL listed as fluorescent luminaire suitable for dry or damp locations • MOUNTING - surface or suspended —, 1 7/9 I Lo in Imo'--~�/e" K.O. 31\ ~— C r- 2 Lamp ... ,.\ FEATURES IN W �84 LU LO 0 Lu a f- LU V Q f- 0 i • Factory mounted, pre -wired sockets cut installation time • 1 quarter -turn fastener secures reflector cover to housing • Ballast secured by 2 captive bolts and nuts to ensure a tight. reliable fit for maximum heat dissipation and minimal ballast noise • All parts painted after fabrication to facilitate installation. increase efficiency. and inhibit rusting SUBMITTAL INFORMATION MODEL #84-4-228T5S-UL-WGI I-EB2-XXX I For more options, accessories, and TOTAL LAMPS 1, 2. or 4 product details. refer to Information UL-reFlector with uptight Section component NOMINAL LENGTH WGII - 11 Ga. while 4-4ft. 8-8 fL powder coat wireguard r_tw_tn (- VOLTAGE 20 120GE V powder coat wireguard 277. 277V IUMINAIRB SERIES IIIL- UNV . 120 - 277V 84-4-254TSH-OPTIONS-EB2- 1 20 LAMP WATTAGE/TYPE �— T BALLAST TYPE [dependent on specified lamp type) 2BT55. 4', 28 watt T5 EBl . 1 lamp electronic ballast 54T5H - 4'. 54 wan T51HO EB2 . 2 lamp electronic ballast E132/2 - (2) 2 lamp electronic ballasts �j" wtlltams hewilhoms inc is carthage missouri is www.hew.com • 417-358-4065 • fax: 417-358-6015 Industrial pogo 9 PHOTOMETRY IN F O R MAT ION Williams Catalog #84-4-254T5H-EB2-120 Test Report #11657.0, Dated 9/11/02 CANDLEPOWER DISTRIBUTION VERT. HORIZONTAL ANGLE ZONAL ANG. 0 45 90 LUMENS 0 3141. 3141. 3141. 5 3110. 3116. 3120. 297 4 15 3083. 3145. 3182, 889.8 25 2846. 2973. 3045. 1370.4 35 2513. 2703. 2629. 1691.1 45 2256, 2546. 2713. 1953.2 55 1747 2062. 1957. 1756.1 65 124 2. 1275. 963. 1195.7 75 664. 376. 23B. 466.8 85 III. 87. 78. 98.3 90 0. 0 0. LUMEN SUMMARY ZONE LUMENS % LAMP % FIXTURE 0- 30 2558. 25.6 26.3 0. 40 4249. 42.5 43.7 0-60 7958. 79.6 81.9 0-90 9719. 97.2 100.0 90 - 120 0. 0. O. 90 - 130 0. O. 0. 90 - 150 0. 0. O. 90 - 180 0. 0. 0. Total Luminai,e 0.180 9719. 97.2 100.0 TOTAL LUMINAIRE OPTICAL EFFICIENCY - 97.2 "/ SPACING CRITERIA: ACROSS- 1.4 ALONG- 1.3 BACK VIEW --+ 2' (2) 716 Dia. K.O. 1 17/8" + O 9 2 17/16 2- I- i 121 7/8"Dia. K.O. 17/8- O Lamp Type: FP54T5HO/835 Lamp Quantity: 2 ZONAL CAVITY COEFFICIENTS EFFECTIVE FLOOR CAVITY REFL. -.20 CEILING .60 .70 .30 WALRCR .70 .>D .w .70 .50 40 .50 .30 .10 CR 0 Ib Ib Ib IU LU IU t00 IW tm 1 I01 IW V9 I04 ml e] v] Va pl ] 90 01 05 . 27 B] Be BI ]] 5 90 91 73 N 19 72 26 70 66 4 82 71 E3 80 70 N M .1 56 8 73 G3 36 73 .62 s• 40 53 n 69 -00 68 67 M 47 53 46 41 7 b3 W 42 62 49 41 a8 11 35 B 15 a5 36 56 4A 36 A3 v JO v 53 l0 32 32 39 31 38 31 26 10 49 36 28 40 36 20 1 35 .28 .23 1 21 I/4" Hole (2) I/4"Ho1e -I 31/2' /L� 5 } 463/a. �hewilliamsinc • carthagemissouri • www.hew.com - 417-358-4065 - fax: 417-358-6015 )P48639 12/3/03 .2' x 4' STATIC TROFFER 4 23 13/16" S PE C I F I CATIONS FEATURES V) w 50 w STATIC V) 03 0 w a LU Q H J O • HOUSING — 22 gauge die formed C.R.S. • Fully enclosed, spring -loaded cam latches allow years of • DOOR FRAME — 20 gauge C. R.5. or 050" extruded hasslefree maintenance aluminum, flat or regress. with mitered corners. T-slol • T-slot steel hinge ensures positive retention when door steel hinge allows reversible hinging and latching is opened • SHIELDING — 912 pattern, 125" acrylic overlay • 4 3/8" deep housing eliminates lens shadowing standard — other patterns and thicknesses available . Deep reinforcement ribs provide added strength • FINISH — 92% minimum overage reflective white powder . Rolled -edge channel adds superior strength coat with multi -stage iron/phosphate prepared metal • Integral T-bar clips quickly secure fixture to structure • ELECTRICAL —Electronic ballast standard. instant start T8. programmed start T5, rated Class P • Field convertible to NEMA Type "F" • LABELS — UL listed to U.S. and Canadian safety • Fully gosketed door minimizes contaminants a landards as recessed fluorescent luminoire suitable . All parts painted after fabrication to facilitate installation. for dry or damp locations increase efficiency. and inhibit rusting • MOUNTING — NEMA Type "G" standard. NEMA Type "F" available ORDERING INFORMATION MIG Fel. NW NON. TTALWATTAG6 FRAME SERIES TYPE STREWOTMIfNGM IAMPS TYPE TYPE GHaDWG arms IIA1AST VaTAU EXAMPLE: SO �G — 5��2 ®—� 3Z —� A12125 -OPTIONS - FEB-3] - 120 SERIES LAMP WATTAGE/TYPE OPTIONS 50 Stoec➢offer (No air handling) 28T55 4', 28 wan T5 F338 6'.318' Flex. 3 conductor. No. 18 AWG 32 4', 32 wm' T8 CEILING TYPE 54T5H 4'. 54 wan T5110le lam, mae.l BALLAST TYPE G NEMA Type "G" EB2 2 lamp electronic bollasi F NEMA Type 'F- Ifield convenable) DOOR FRAME TYPE EB3 3 lamp •le lr.nlc bollasi S White flat steel 1 41amp slectr. Ic ballast FIXTURE STYLE F White If., alum E152/2 (2) 2 lamp eI.clronic ballasts 5 Full door Frame no reveal R White ........ lumin.m Eli 1213 lamp islet is ballmn sB Black flat steel EB4/2 Ill A lamp 811) 2lamp elecnonic ballast NOMINAL WIDTH Fill Black If., oI.mmvm 2 2 RB Black regress aluminum VOLTAGE NOMINAL LENGTH 4 4• TOTAL LAMPS 2, 3, A. or 6 SHIELDING A12125 912 palls, a cr,im..125' thick A19156 019 pattern acrylic. 156' thick PC155 Nominal 1/2'x1/2"s1/2" silver ovaN PC255 Nominal 11/2'sl 1/2"s1'siiver H.E. Williams. Inc. Is Carthage, Missouri • www.hew.com e 417-358-4065 • fax 120 120V 277 277V UNV 120 277V 347 347V Not.: For more opriona/acre. ,ties. boll..' combination.. and predaa detail., please consult factory //\\ ," wtlllams \\// 417-358-6015 Troffer page 3 1 J) PH O T O MET R Y IN F OR MAT I(::) N 50 W STATIC w Williams Catalog #50G-S24-332-SA12125-EB3.120 Lamp Type: F32T8/735/RS 1n Test Report #8417.0, Dated 08/18/95 Lamp Quantity: 3 CANDLEPOWER DISTRIBUTION VERT. HORIZONTAL ANGLE ZONAL ANG. 0 45 90 LUMENS 0 2809. 2609. 2BO9. 5 2781. 2778. 2789. 265,6 15 2740. 2780. 2620. 788.4 25 2478. 2589. 2665. 1194.5 35 2055. 2190. 2282. 1372.1 45 1527. 1643. 1775. 1275.1 55 935. 956. 1083. 889.3 65 537. 405. 556. 466.7 75 328. 263. 338. 301,8 85 119. 119. 130. 133.5 90 0 0. 0 LUMEN SUMMARY ZONE - LUMENS % LAMP % FIXTURE 0 -30 224B. 26.3 33.6 0-Ad3621. 42.3 54.1 0 60 5785. 67.7 86.5 O - 90 6687. 78.2 100.0 90 - 120 0. 0. O. 90 - 130 0. O. O. 90 - 150 0. 0. 0. 90- 180 0. 0. 0. Total Luminaire 0-180. I I 6687. 78.2 100.0 TOTAL LUMINAIRE OPTICAL EFFICIENCY - 78.2 °% SPACING CRITERIA: ACROSS® 1.3 ALONG- 1.2 B A C K l'V I E W w/1217/e-K0. EINFORCEMENT RIBS 1 4 8' 12)7/8, K O. ZONAL CAVITY COEFFICIENTS EFFECTIVE FLOOR CAVITY REFI. -.20 CEILING .80 .70 .50 WALL RCR .70 .50 .30 .70 .50 .30 .50 .30 .10 0 U .93 93 91 91 01 87 H7 02 1 ae v so Be el )e 18 7e 71 1 20 7A 70 78 73 69 70 0 69 5 le 67 Al Y( 56 61 s' 59 56 C a 60 .5A 67 39 5a 52 52 s9 5 0 U a8 62 53 A7 52 46 42 L 58 49 42 37 a 42 67 at 37 7 5e 4a M 53 4A 37 42 37 33 e 50 40 M e9 39 33 38 33 79 9 36 M a5 35 29 3. V 25 10 1 43 33 27 1 e2 32 2e 1 31 26 22 C R O 5 5 SECT I ON NEMA TYPE " F ' I N S T A L L A T I O N V MIN O _,' O V O4]/B. 33/9 MAX ...WWWWWW r- 2 5 5/16 MAXIMUM RECOMMENDED CEILING OPENING IS 2 4 3/9 X 4 63/B W i I I i a M S For continuous row mounting, add 49 5/16" for each additional �® fixture to obtain ceiling opening. 1 5/16" between end pla3es. H.E. Williams. Inc. ° Carthage, Missouri ° www.hew.com ° 417-358-4065 ° fax: 417-358-6015 1P43204 0A/12/07 ARCHITECTURAL SURFACE MOUNT 2 13//,,,T B 1/2' �I FEATURES radial straight blade louver available • FINISH — Non -glare white polyesler powder coated exterior textured f finish with multi -stage iron/phosphole prepared metal • ELECTRICAL — Electronic ballast standard, instant start T8. programmed start T5. raled Class P • LABELS — OIL listed to U.S. and Canadian safety sto ndards as fluorescent luminaire suitable for wet locations under covered ceiling with acrylic diffuser; dry or damp locations with louver • MOUNTING — Semi -recessed in NEMA Type "G" ceiling, surface. or suspended ORDERING INFORMATION Submistol, V) W W 1n ASM T5 & T8 • Fixlure con be surface mounted or semi -recessed for ultra -low profile look • Aircraft cable or pendant mounl fixture for additional mounting choices • Optional radial straight blade louver offers design flexibility • Lamps are shielded from direct view by white mane overlay on louver option • Utilizes T5 or T5HO fluorescent lamps • Decorative die casl aluminum endcaps provide high -end appearance • All parts pointed after fabrication to facilitate inslcllotion and Increase alficiency MOIMNG last Turns WPP•GD SEPIES TYPE IFNGTll t.WPS TYPE SH¢G1MG OFTNS BAIIMT vaTAGE EXAMPLE ASM �5 - ®- 1� 54TSH - A❑ - OPTIONS - ER1 - 120 SERIES ASM Architectural Sulace Mount MOUNTING TYPE 5 Surface or Suspended E Semi -recessed (2or 4' T5 only) NOMINAL LENGTH 2 2' 4 4' B El - TOTAL LAMPS 1. 2. or 4 TS (1 or 2 lamp cross-secrionl 1 2. 3. A. or 6 TB (I. 2. or 3lamp cross-secr,onl LAMP WATTAGE/TYPE 14T55 2'. 14 wan TS 24T5H 2'. 24 wan T5110 28T5S 4'. 28 watt T5 32 4'. 32 watt TB 54T5H 4'. 54 watt 75HO SHIELDING 122W White texture powder cool cross blade louver. I" deep. 1 x 22 cell, with moire white acrylic overlay 12' only) 148W While te.mr• powder coal cross blade loss r. I" deep. I. 48 call, with mane white acrylic overlay I4' T5 only) 149W White texture powder coal cross blade louver. 1' de•p. I . 49 cell, with more while acrylic overlay. I4' TB only) A Acrylic I.., (not avoiloble For 2') OPTIONS BALLAST TYPE EBl I lamp electronic bollmt EB2 2lamp electronic ballast EB3 3lamp elealrsl bollaer EB4 4 lamp alectronic bailor, EB4/2 (1) A lamp & 11) 2 lamp electronic Tallest VOLTAGE 120 120V 277 277V UNV 120-277V 347 347V Note: For more opaom/accessories ballast combinmions. and producl derails. please comull Factory � willi . nnS V a H.E. Williams, Inc. a Carthage, Missouri • www.hew.com • 417-358-4065 • fax: 417-358-6015 Surface Mount page 15 2 ft. unit 4 Ft. unit 23 9/16� 47 9/16" 8 ft. unit 9d3/g" to ' w ASM - T5 & T8 LU w Ln PH O T O M E T R Y IN F OR MAT I ON Williams Catalog # ASMS-4-154T5H-EB1 Test Report #11164, Dated 08/17/01 CANDLEPOWER DISTRIBUTION VERT. HORIZONTAL ANGLE ZONAL ANG. 0 45 90 LUMENS O 1231. 1231, 1231. 5 1222. 12 2 4. 1225. 116.8 15 1206. 1221. 1236. 3d6.1 25 1079. 1113. 1147. 514.8 35 908. 962. 1017. 60d.6 45 730. 808. 882. 624.4 55 523. 601. 679. 539.0 65 337. 411. 482. 407.1 75 175. 243. 313. 257.3 85 51. 120. 179. 127.9 90 9. 77. 128. 95 0. 46. 90. 50.5 105 0. 16. 39. 17.9 115 0. 0. 19. 6.3 125 0. 0. 15. 1.7 135 0. 0. 0. 0. 145 0. 0. 0. 0. 155 0. 0. 0. 0. 165 0. 0. 0. 0. 175 0. 0. 0. 0. 180 0. 0. 0 Lamp Type: F54T5HO/835 Lamp Quantity: 1 80' 170• 160' L.:... i...:' .;. 140' .13a• 120' 110' too- -4 I' 90. ---go ' B0' ZONAL CAVITY COEFFICIENTS LUMEN SUMMARY EFFECTIVE FLOOR CAVITY REFL...20 ZONE LUMENS %LAMP %FIXTURE 0 - 30 978. 19.6 27.1 0 40 1582. 31.6 43.8 0 - 60 2746. 54.9 76.0 0-90 3538. 70.8 97.9 90-120 75. 1.5 2.1 90. 130 76. 1.5 2.1 90 150 76. 1.5 2.1 90-ISO 76. 1.5 2.1 0 180 3614. 72.3 100.0 TOTAL LUMINAIRE 0 CEILING AO .70 .SO WALL !0 .30 .30 .10 RCR .70 .30 .70 .50 .30 0 Be Ee M U na .184 79 l9 )e 1 76 75 72 16 73 .70 20 68 as 2 71 ea e1 20 M .00 .62 .58 55 8 W se Mea 57 52 55 50 !) 4 60 32 !6 59 31 45 49 !e !0 s 55 !a ao 34 As 29 4 38 3A a 51 dl 35 49 !0 34 ]9 34 30 7 !7 V 31 45 36 a0 35 M 26 e !3 11 .27 41 M 27 32 26 .22 v !0 ]0 24 31 .29 2a 28 13 .N t0 n .27 21 .b .27 21 26 217 OPTICAL EFFICIENCY a 72.eS /0 MOUNT ING ASM Cable Kit or ASM Pendant Kit Semi -recessed model is suitable for installation required for either type of mounting. in NEMA Type "G" ceiling system of 1" wide Ships separately. Consult factory for Inominall tees mounted across ends of fixture exact ordering information. 24" O.C. or 48" O.C.. using factory furnished mounting brackets. Fixlures may be mounted Semi -Re ces said - 2' & 4' fixture only in continuous raw. Ceiling tiles are supported along sides by fixture housing. Fixture protrudes Surface 2" below ceiling plane. 2• d0 OC rr--(8 �116` 40" 2'unili U2132 or - f s j21 I/a Hole "OC. for 2 onitl I (27/8"K.0. Cable) Stem-" 12)3/4"K.0 o c 4' © c OVERALL LENGTH Accessvaila lein2' nit) (41 )/a K Holes 141 1/4" Key holes (Not available in 2'unit) % 121 4a Hate Access Plate w/ 7/8" K.O. (2) 2" K.O. (2)7/8"K.O. o C (2)3/4"K.o. �© a \ I Not avoila ble in semi -recessed wllliams r 80"OC. aid` o.0 H.E. Williams. Inc. a Carthage, Missouri a www.hew.com • 417-358-4065 e fox: 417-358-6015 IP47602 05/21/07 FIXTURE TYPE: VANDAL RESISTANT WALL/CEILING/ FLUORESCENT PENDANT MOUNT D LV 824.60 F 1 2 or 3 F17T8 SPECIFICATIONS Housing Marine grade heat treated extruded aluminum. Chemically primed and finished with robotically applied polyester powder coat. Grill Marine grade die cast aluminum finished with polyester powder coat and secured to housing with tamper resistant stainless steel machine screws. Lens Extruded UV stabilized opal polycarbonate with integral prisms. Maximum wall thickness .160". Secured to housing with die cast aluminum clamps and 6 stainless steel TORXo head screws. End Caps Die cast marine grade aluminum. Provisions for surface conduit entry. Ballast Electronic high frequency. Sockets Precision spring loaded snap type for maximum impact damping. UL Listing C.UL., wet optional. OPTIONS CP Clear prismatic lens instead of opal polycarbonate. JB Die cast joiner band for continuous row mount. Consult factory for row information. WET Silicone and neoprene gasketing for wet location. 277 277 volt ballast. PC Photoelectric switch. GLR Fuse and fuse holder. EMB 90 minute self contained emergency battery pack. EMS 50 Specification grade 90 minute self contained emergency battery pack. PRS Program rapid start electronic ballast. LH Low harmonics (10% THD) ST/SC Slotted screws instead of TORX® head. PS Painted screws to match luminaire finish. ACCESSORIES COR Corner mounted backbox. Constructed from 16 gauge cold rolled zinc coated steel. Finished with white powder coat, TX/SD TORX'In head bit. UL ADA Compliant OVERALL DIMENSIONS: B B 8.275" 27.74" I 8.2Iy75" 1 B A T 4 000_" �— 8.75" —� Paten) Pending Luminoire Lighting Co ratlon www.luminairelighting.com 7 Olsen Avenue 0 P.O. Box 2104 0 Edison, New Jersey OB818 0 Telephone (732) 549-0056 0 FAX (732) 549-9737 PHOTOMETRIC DATA CANDLEPOWER DISTRIBUTION CURVE MODEL ALV 84-232. LTL #07080 EXirudFid a{arl housing, formed white enamel steel reflector, clear linear prismatic polycarbonate lens. Ballast: One Advance REL-2P32-SC Lamps: Two Philips F32T8-TL741 rated at 2850 lumens each. Mounting: Surface ZONAL LUMEN SUMMARY Zone Lumens % Lamp % Fixt 0-30 940 16.5 22.9 0-40 1535 26.9 37.4 0-60 2764 48.5 67 3 0-90 3953 69.3 96.2 90-120 155 2.7 3.8 90-130 155 2.1 3.8 ISOFOOTCANDLE CHART ENS ,10wWI=o- 90-160 55 27 0.8 Mounting Height Multiplying Factor 0° Plane 90-180 155 2.7 3.8 5' 2.56 900 Plane 0-180 4107 72.1 100.0 6' 1.78 7' 1.31 Total efficiency: 72.1% 81 1.00 CIE type: Direct 91 0.79 ORDERING INFORMATION EXAMPLE: DLV824.60F - 117 - ELECT - 120 - OF - BLK -EMB - COR Series Lamps Ballast (Not included) ELECT- 117-(1) F17TB Electronic 217-(2) F17T8 ballast 317-(3) F17T8 LH-Electronic ballast with less than 10% total harmonic distortion PRS-Program rapid start electronic ballast Catalog No.: Fixture Type: Voltage. Job Name: Approved By Volts Lens Colors Options Accessories 120 OP -Opal BLK-Black JEl cast joiner band TX/SD-TORXe 277 Standard. WHT-White WET -Silicone and neoprene head bit CP-Clear BRZ-Bronze gasketing for wet COR-Corner Prismatic GRY-Grey location backbox Optional. S1L-Silver PC -Photoelectric switch CUST- GLR-fuse and fuse holder Custom color, EMB-Emergency consult factory. battery pack ST/SC-Slotted screws LIFETIME WARRANTY Luminaire Vandal Resistant fixtures lecture a lifetime warranty. Luminaire Lighling Corporation will repair or replace any fixture damaged due to vandalism for the lifetime of the insiallalion. NOTES: For complete photometric test reports and custom colors or finishes. please contact your local representative. Availability and specifications subject to change without notice. All LUMINAIRE fixtures are provided with TORXe- head screws. Please remember to order TORXm head bits. Luminaire Lighting Corperatlon www.luminairelighting.com FLpwez4soF ,vas 7 Olsen Avenue 0 P.O. Box 211114 R Edison, New Jersey 08818 ■ Telephone (732) 549-0056 0 FAX (732) 549-9737 JOB NAME ORDERING MATRIX LBN LOW BAY LUMINAIRE 150-400 watt Metal Halide 150-400 watt High Pressure Sodium 150-450 watt Pulse Start Metal Halide The LBN Low Bay Luminaire offers the high efficiency general purpose industrial lighting for mounting height requirements of 30' and below. SAMPLE CATALOG NUMBER: LBN40OPMT-PSC CRA LBN n ❑ BALLAST LAMP SOURCE ASSEMBLY M - Metal Halide LBN S - High Pressure Sodium P Pulse Stan Metal Halide (Banasl option must also be specified) WATTAGE VOLTAGE 150-150 12 120 175- 175- 20 208 200. 200" 24. 240 250-250 27. 277 320-320" 34 347 350- 350" 48 - 480 4G0-400 MT- 120/208 450-45010 240/277 TT 120/277 347 ACCESSORIES (ORDER SEPARATELY) CH - Cover Half for Power Hook (use with PB) PB - Power Box for Power Hook (use with CH) HP12 - Hook -Cord -Plug Assembly 120V HP25 - Hook -Cara -Plug Assembly 208 240V HP27 - Hook -Cord Plug Assembly 277V HP48 - Hook Cord -Plug Assembly 480V HMR Suspension Hook Male LMR - Suspension Loop Male SCB3 Ballast Retainer Chain 3' SCOP - Optical Retainer Chan WGBRA/CRA Wire Guard (Refer to Section 18000 for additional accessories.) DIMENSIONS (711.2 mm) OPTIONS Lead as suffix) CUL UL Living to meet CSA standards HR - Hot Restrike (150W HPS only) MR - Magnetic Regulated Ballast" PSC - Pulse Start CWA Ballast PSM - Pulse Stan Magnetic Regulated Ballast (175, 200, 250 b 400 wall only.) PSR -Pulse Start Reactor Ballast (150. 200, 250. 320, 350, 400. 450 watt. 277 volt only.) Q Quartz Standby QEM Ouanz Emergency ° QTD - Quartz Time Delay WDF - Wired Double Fuse" WSF- HL Wired Single Fuse" HIAO B d t" 4 REFLECTOR ASSEMBLY CRA - Acrylic Lens CRP - Polycardonete Lens OPTICAL OPTIONS CFWL - Charcoal Filter Wet Location a as Footnotes: 55 - 55°C Ambient `Not of H' P Sodin avail r8 mm) a ain igh ressure u "Pule Stan Metal Halide Only. Not available in standard Metal Halide. "Available 150 - 40OW High Pressure Sodium. "Requires 120 vat secondary power supply. Use to 208. 240. and 480 vok. "Use with 120, 277. and 347 volt "Must specify voltage. General Notes: All accessories are field installed. Mogul base lamp only. All options factory installed. Warning, Refer to and follow the lamp manufacturer's warnings and irmrictlonc. ENERGY DATA HIGH PRESSURE SODIUM FIX BALLAST INPUT WATTS 150 wan-188 wells CWA BALLAST INPUT WARS 200 watt-240 walls 250 wait-295 warts 310 watt-365 watts 400 wan-464 walls METAL HALIDE FIX BALLAST INPUT WATTS 150 watt-185 watts CWA BALLAST INPUT WATTS 150 wan-189 watts 175 wan-210 watts 200 wan-232 waits 250 watt-295 watts 320 wars-360 watts 350 wan-400 watts 400 wan-458 watts 450 wen-508 watts LB-11042 PHOTOMETRICS WIDE SPREAD S/MH = 2.0 LBN 40OW MH CRA TEST NO. 17309 DISIRIBUTION CURVE 5Y COIJFICIENIS OF UTAIZATION flf[C]M IICOA CAVDI AInLCIANCI xO PE9 ptr•O.x01 Cfll )0 5p ]p WALL )0 50 1p 0 ]0 50 l0 0 50 ]0 10 50 ]0 tp 10 5p ]0 10 AVERAGE BRIGHTNESS 20NE ENn OS CROSS NAL SUMMARY p en lrWmem %lem %nnu�e AnDle 18,6 LEPOWER Apr Cenoem Aryls Ar9, Cerw1A Is 209p9 19898 21e08 IO.lpl 62p6 15.5 IO 4p 115x9 xB.B ]a.6 0 619x 95 fi35 55 119546 1931] IB311 NCA 1 1 2.3 10.60 ia]xi 611.8 R.9 5 Ella 105 362 fi5 I1g10 lx6la 1n25 10901 ]IB]0 19.6 BSa 15 690fi 1151 22l ]5 I101B0 BBp] IDIII 1 A9 05 Bt )) B6 )9 16 ]B 15 II la 12 10 10 69 67 90-t B0 t522 ] 9 A6 25 ]6]t 125 208 BS 8392 6516 836a 1 1 1 A 10.I101 1 33360 1 634 1 100.D 35 1 8469 135 10 3 13 63 56 50 70 62 55 50 5951 565141 51-i6 B)6] fi655 1n5 155 0 COI,ygRAWE YEARLY UG1111NG ENERGY COST PER Itxq LUMENS = $3.29 bk%D ON 30.'l] HRS. AND S.DB PEP NWH. LER-73 AS 55 6 55"rl 6 5 r 5 e9 A<]9 rl ei 3B 5 W 49 at 35 sB 4B ap 15 a6 ]9 34 43 3B 33 at 31 33 65 a061 165 0 44 41 . 2 35 xm ns o 51 10 31 26 49 ]2 31 36 1230 25 35 x9 25 34 28 2a BS 1p43 B 11 35 2. 21 16 15 2B 23 33 11 21 II Is 21 ID l5 21 lnesa phdomai is rnu16 were oOlained In The Da -Brlle LI htin Laborabr 9 9 condi@0 by The National Imliwle of S1an0arEp end lecnnol0gy. Y w hich'% NVLAP 9 32 25 x0 42 31 25 20 30 24 20 29 23 19 20 23 19 10 41 29 23 IS 40 29 22 10 20 22 IB 27 21 17 26 21 17 ADDITIONAL TEST NUMBERS DESCRIPTION S/MH TEST NUMBER LBN250M.CRA 1.7 17337 LBN40OS-CIIA 1.8 17310 LBN250S CRA 1.8 17310 1P PRODUCT FEATURES UL 1598 Lived suitable for wel locaaon and 40°C ambient for all lamp wattages listed. 1.3/4" IMeaded cast aluminum nut and hub for easy, positive mounting. 2. Heavy wall, one piece die cast aluminum housing with while polyester powder finish. 3. Day -Brice "Stand 2" ballast mounting for cooler operation. Ballast has high temperature class H insulation and a minimum starting temperature of -40°C (.40T) for HPS and Pulse Stan MH or -30°C (-20°F) for MH. 4. Corrosion resistant stainless steel latches. 5.Precision spun heavy gauge aluminum reflector coated inside and 00 with highly reflective (90-92%) while polyester powder finish 6.One piece injection molded lens; 3/16" minimum thickness of 100% virgin acrylic for excellent brightness control and high efficiency. UL Listed for Metal Halide arc tube containment. 7. Large wiring access with captive retainer screw. Visit our web site at werw daybr11elighting.com 776 South Green Street Tupelo. MS 38804 Phone: 662-842.7212 Fax: 662-841-5501 LB-11042 189 Bullock Drive Markham. Ontario Canada L3P 1 W4 Phone: 905.294-9570 Fax: 905-294 8911 Day -Brits Lighting Day -Brice Lighting reserves the right to make changes without notice. 05eptemoer 2001. DL2.5M09D1 Day -Brice Lighting is a Gentyle Thomas Group. Notes: Job: Type: GULLWING G13 AREA LUMINAIRES GENERAL DESCRIPTION: The Ganlco Gullwing is an area luminaire defined by its sleek profile and rugged construction. The housing is one-piece, die cast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mullifaceted arc -image duplicating optical systems provide IES Types II. III, and IV distributions. The door frame is single -piece die cast aluminum and retains an optically clear tempered flat glass lens. The luminaire Is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoal. CUTOFF PERFORMANCE: Flat glass lens luminaires provide full cutoff performance. Sag lens luminaires provide cutoff performance. PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a conliguralion. Not all combinations and conligurations are valid. Refer to notes below lot exclusions and limitations. For questions or concerns. please consull the factory, CONFIGURATION G13 13" Gullwing Luminaire 1 Single Assembly 3@120 Triple at 120e G13EMC 13" Gullwing Luminaire 2 Twin Assembly 4 Quad Assembly Emergency Cold Temperature 2@90 Twin Assembly at 90" W Wall Mount, Recessed J-Box Awnfabre win WTRF lamps and MTS poll only. 3 Triple at goo WS Wall Mount, Surface Conduit (1) 32TRF operates In emergency node. DISTRIBUTION 2XL Type II, Horizontal Lamp 3XL Type III, Horizontal Lamp 4XL Type IV, Horizontal Lamp MTS Medium Throw with Solite® Lens Fluorescrent U.Ps Only. LAMP / VOLTAGE CHART - G13 f - ID Voltaci ]24 30fl 50MH • m. ': • k4Ya:• 70MH • • • • •a 100N1H • • • • • • 1sOMH • • • • • m<<A' 175MM • • • • • • 70CMHE' UNIV' °-!vC.i=tfixS 100CMHE' UNIV' S�.,.,$y' ' 150CMHE' UNIV' .- u` e3d"�a` SOHPS • -fe" ar"!++-da • s 70HPS • • • • • 100HPS • • • • • 150HPS • • • • • k:o'^ LAMP/VOLTAGE CHART-G13 Ruoreslient nnNl Vollair j" I 206 1 2M 1 iQ 1 M7 1 4u 260CF1`a UNIV' ;r .. 1�°tc-3'. 3 32TRF'a UNIV' • ...:ter1 342TRF'x UNIV' • „i, doves.' 1. Flmrescere.10 CMHE pallests accept .tv V a reuge 2A11, 50hz to 60m, incur. 5pecay'UNIP for F2pv 2. Lem, spill lemperelpre a .2ve Fe30" u 3. Lamp sl` c lempenrme IS 0"Pere"ed LAMP V TAGE CHART -G73EMC' a. For of areenrycome Wm en output see suG. dea sneer VOIl9 7n"even5 "Getdm Flddle$denl Emergenry Ogh( mrrs Dona om. 79Z 490 orpowlnlede.o .- 5. f Il Nmp operates rn emergenry 232TRF' • C)i43 rsz: s7W. • vsvy=T'-*,`�'4i mode. BRP Bronze Paint OC Optional Color Paint ComEinatlms madam with a 01e1 shown with VNly' are evallaple lm ordering. BLP Baek Paint Specfy oplAdvil Col., .1 PAL ec' OC-LGP or OGRA VD2a. MH Metal Harlow Cie Compact Flu ore scent Wild White Paint HPS nigh Pressure Sodium TRF Triple Tube Fl.orescam SC Special Color Paint CMHE Ceramic MH with Eleclrope Bel NP Natural Aluminum Paint Specify Must sigel color chip, JYTIC F Fusing in Head. LF In-Line/In-Pole Fusing PC Photocontrol and Receptacle N/A wall 490V PCR Photocontrol Receptacle only POLY Polycarbonate Sag Lens 10tlw HlOmaa. HIS Internal Houseside Shield OSa Quartz Standby OSTa Quartz Standby - Timed Delay 6. low Curl lamp coda, Not awni l CMHE types. PTF2 Pole Top Fitter - 2 3/8" - 3" Did. Tenon PTF3 Pole Top Fitter - 3" - 3 1/2" Did. Tenon PTF4 Pole Tap Fitter - 3 112" - 4" Dia. Tenon SPA Square Pole Adaptor Required to, Straight fel poles. TR17 Single Transition TR2' Twin Transition 7.. Mounts to a 2Jed Top Tenon. Specify a pole Ash 3 W top Co for a smooth reansltion MF M a St Arm Fine r Shve over a sthal 2.. offer arm. Gar.m full real ine fight m change rn la or mo.ify me design or he el w inom Ga dco Lighting, (800) 227-0756 noufcatil as pan of the company's con6nwng producivner.vemera program. The Gullwing resign 1611 Clovis Barker Road (512) 753 1000 vee l U.S. pale,a numoer DES. 391.659. Tne %L oprkal aysmm rs praeaed or U.S. pneni San Marcos. T%78666 FAX (512) 753-7855 rwm.er5s9ea22 0 Cooyngm Gamin U ling 2001 207. All Rigors Reserven. mremmional Conrai l Semrc.. WNNLSiIE lghling.COm Ganpm Group LIGHTING 79115 13010907 I \ / l GU LLWI NG G 13 AREA LUMINAIRES SPECIFICATIONS GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaire defined by its sleek profile and rugged construction. The housing is one-piece. die cast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The multifaceted arc -image duplicating optical systems provide IES Types II, III, and IV distributions. The door frame is single -piece diecast aluminum and retains an optically clear tempered flat glass lens. The Iuminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoat. HOUSING: A one-piece die cast aluminum housing mounts directly to a pole or wall without the need for a support arm. The low profile rounded form reduces the effective projected area of the Iuminaire to only .0 ft2/.07m2. LENS ASSEMBLY: A single -piece die cast aluminum lens frame hinges down from the housing and Is secured by a stainless steel lanyard and hinge pin. An optically clear, heat and impact resistant tempered flat glass lens is mechanically secured with six retainers. The electrical and optical chambers are thoroughly sealed wdh a one-piece memory retentive hollow -core EPDM gasket to prevent intrusion by moisture, dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types II (2XL), III (3XL), and IV (4XL). The reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lampholder is glazed porcelain with a nickel plated screw shell. HID luminaires feature porcelain medium base lampholders. DIMENSIONS Fluorescent luminaires use a Medium Throw reflector with a Solihl glass lens (MTS). Solite® is a Registered Trademark of AFG Industries. EMC Luminaires: In the event of power interruption, integral battery pack will power (1) 32W compact fluorescent lamp at reduced light levels for a minimum of 90 minutes. Maintenance free battery is rated for ambient temperatures down-4pF1-20aC. Indicator light is visible through the lens. A test switch is accessible through the door assembly. EMC units do not bear CUL label. ELECTRICAL: All electrical components are ILL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each HID high power factor ballast is capable of providing reliable lamp staling down to -20wF/-29wC. Standard fluorescent ballasts are solid stale. FINISH: Each standard color fuminaire receives a lade and abrasion resistant, electrostatically applied. thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP).. and natural aluminum (l Consult factory for specs on optional or custom (colors. LABELS: All luminaires bear UL or CUL (where applicable) Wet Location labels. FULL CUTOFF PERFORMANCE: Full cvt.1 pedarmance means a lumease douspilian where Zero candela 'tria ry corns M an angle at 90'aoovehope. Adddwnah Ine candela per 10001aw lumens does not nlmmCally exceed 100 (10 peaenl) an a eearcal angle al Bo' aoove nadir. This applies to all all angles tromp the ummaire. CUTOFF PERFORMANCE: cost performance means alummeire barbell where the canotela per 1000 lamp lumens does not mmee lly exceed S (25 percent) al an angle al or power 90" above made and 100 (10 percent at a nrl angle p180' reow mdo Th s aspLes Ip all halal angles amend the hummers. 13 1/2" 34.16 cm if 4 3/4" 12.14 cm 8 112" + 21.54 cm EPA 1 2 3-4 .8 fla 1.6 fla 2.2 fto .07 m' 15 m° .20 mr Gamin ❑glm ng neseewes the rigs, to change M21eralS OF mociry the design or its producl without Gardco Lighting (800) 227 0758 naicM,on as pan of In. company a mmigping produce improvement program. The Gunwkg ces.gn 1611 Clovis Barker Road (512) 753-1000 Is Fell eaed by U.S. parent member DEs.391 659. The %L optical system s protected by us. aalent numder 5690422. San Marcos, i%78666 FAX '(5t2)7534855 O Lomes t Gael Laming 2001,20 7. An Fights Reserve, Intematimar Copyright secured. Weye,.Silellgnling.1— Genlyle Gmup LIGHTING 79115 130/0907 rricPhllbenl ._ - — -- emergency lighting :testTM rz CODES AND STANDARDS UL Listed to Standard 924. NFPA 70 (NEC). NFPA 101 (Life Safety Code). VOLTAGEANPUT 120/277 VAC selectable input. INSTALLATION Snap -together quick mount design. Keyhole slots provided. Wall mount only. Optional stem mounting for areas with exposed ceilings. Requires CAXRMB. Flexible conduit entry provision on lop of the unit. CATALOG NUMBER (Example: CAXR6L54W12) HOUSING This unit is offered with a black or white, ABS thermoplastic housing which is UV-slable and flame rated. LAMP HEADS The CAX High Capacity unit has fully adjustable, "eyeball" style heads with a choice of 6, 8, 12, or 20 waft MR16 lamps. HOUSING Flame -rated, UV stable, ABS thermoplastic housing. Catalog Number' Volts Wattage Remote Capacity Housing Color' Lamp Type CAXRSL24WS 6 24 12 White MR166w CAX6L24W72 6 24 — While MR1612w CAXRSL4CW6 6 40 28 While MR166w CAXRSL40W9 6 40 22 While MR16 law CAXR6L49W72 6 40 16 White MR1612w CAX6L40W20 6 40 _ White MR1620w CAXR6L54W12 6 54 30 White MR1512w CAXR72L54W12 12 54 30 While MR1612w CAXR12L72W12 12 72 48 While MR1612w CAXR72L72W2O 12 72 32 White MR162ow OPTIONS BATTERY/ELECTRONICS Sealed, maintenance -free 6 volt or 12 volt lead calcium battery and built-in circuitry protection. Comes standard with a low voltage hattery disconnect and solid state charger Operating temperature range is 65OF (19°C) to 850F (300C). Supplies 90 minutes of emergency illumination. WARRANTY Full five years on unit (lamps not included). TO 15 min. Time Delay' LX Laser activation of manual le51 via handheld remote laser tester, RLT (sold separately). OR Damp Location Rating LS Less Self -test of lamps. Only available on 24W unit' M90 Manual 90 minute test. Only available an 24W mil. ACCESSORIES RLT Remote Laser Tesler PVS1 Polycarbonale Vandal Shield CAXRMB Mounting Bracket for Truss. 6' boll. WG5 Wire Guard NOTES 1) For black finish subslitule'1N's° in catalog number with "B's'. (Example CAXR6L24B6) 2) Cannot have LS and To options together on unit. CATALOG NUMBER t't6 VOLTAGE WATTAGE WHITE BLACK NO.MEAUS e HALOGEN 6-VOLT 6 CAR1W6 CA R1B6 l 6-VOLT a CAR1W9 CA: 1 1 12 CAR1W12 CARIB12 1 � .. 6-VOLT 20 CAR1W20 CAR1620 1 „4{ 12-VOLT 12 CAI1121W12 CAR121012 1 12-VOLT 20 CA912IW20 CAR121020 1 CA SINGLE REMOTE LAMP HEADS The CA remote is a truly compact remote utilizing a MR16 lamp. The CA remote is the perfect match when operating a remote with the CAX unit or the COAX combo This remote is also designed with one flat side that will allow for mounting two single remotes together (Hardwire by others; Threaded nipple & 2 locknuts). Job Name: Type: - Voltage: NB 1D 2. CD ON ■R C LM ona:Philbein, emergency lighting CAX Series High Output COMPAC° Thermoplastic Emergency Unit SPECIFICATIONS sal ELECTRONICS All units are STANDARD with ;:�'' sell- diagnostic/sell-testing circuitry The )eSr management system controls test parameters within the embedded micro -controller to verify that all system components are functioning properly. This is accomplished using various system checks on a continuous basis, as well as hourly and monthly tests. Several manual tests can also be initiated or cancelled at any time by pressing the test switch. During automatic self -test or manual test the green AC status indicator will flash. Any malfunction is immediately reported via the appropriate external LED indicators. complies with all of the latest UL924 and NFPA 101 requirements for self- diagnostics/self-testing operation. For complete details on many of the exclusive teatures that the j;leSr system offers, including the correction of input wiring errors before applying power, refer to specification sheet ERC2001.1. test- TESTING SPECIFICATIONS Automatic Test: The system charger and lamps are continually being controlled via pre -determined parameters specific to each model configuration, auto- maticaly. The battery is controlled via a true open circuit test each hour after initial installation. Every thirty days the �t`es' System illuminates lamps under load for 30 minutes, simulating a power outage with a true "charger off" condition, without affecting long-term battery life. This is above and beyond the requirements of the National Electric Code and /or the National Fire Protection Association, which only requires a full load 30 second test once each month. This gives you unequaled control and confidence, knowing you are meeting self -test code requirements each and every month. Fault Indications: Four LEO indicators provide visible indication of system status: Manual Test: A manual test switch allows for the j1C4 system to perform the following tests at any lime Press Button: Once-5 second, charger off, no load Twice-60 second, charger off, lamps on Three-30 minute, charger oil, lamps on' 6 second hold —fully reinitializes microprocessor Pressing once during any test will cancel/abort testing With M90 option, three presses will pericim a 90 minute test. AC/Green Charger/Red Ball/Red Lamp/Red Slatus/Fault Action ON AC DoweriNone F Performino Test None ON F F F Incorrect AC supply voltage Correct Input Volta a/Ret ON F Charger fault Re lace circuit ON F Batter disconnected/fault Check connection or re lace batter ON F Lamp disconnected or bad Press manual test once to determine bad lamp/replace lamp ON=on Steady F=Flashing OFF=Blank DIMENSIONS _ 6-3/6" (162.1 mm1 .1--4 -- - 12-6/8" (320.7mm) Depth: 5-112' (130.3mm) Xlest STATUS INDICATOR PANEL SELF -TEST /DIAGNOSTIC . � CHARGER • � BATTERY CHG-TEST � LAMPS ERC i mgeail6en Lighting 775 mi.1h G¢er Sneel • Tupelo. Mons pp J804 • PH slG2 642 7212 • FAX (562) 841 5501 pay BriteP lighting wnw.acalign6ngcom Canadian Division a GenII company TH 1Bg Billak Olive•MaikNm. Onlaw—Canada _3P IVA- PIt I M) 2949570• FAX'.(905) 2949B It E HIGHT 06-0e OAY-BAIiF LIGHTING RESERVES THE AIGAT 10 MARE CHANGES YJIIHOW NOrICE. --- -- - - --emergency lighting testTM M <k i✓ CODES AND STANDARDS UL Listed to Standard 924. NFPA 101 (Life Safety Code) NFPA 70 (NEC) All units are UL listed lot damp localion as an optional feature. VOLTAGE INPUT 120/277 VAC selectable input. FINISH Units are available in white or black finishes HOUSING Low profile, snap -together quick mount design. Flame rated, UV stable ABS thermo- plastic housing. CATALOG NUMBER (Example: CXXLIRW) INSTALLATION Universal mounting (wall, ceiling or end — canopy provided). Canopy not required for flat wall mount (electronics contained inside housing). Optional pendant accessories avail- able. Pop -out chevron directional indicators are easily removed when required Exit sign mounts up to a standard 4" square outlet box LAMPS Bright red or green energy efficient LED lamps. Uniform 6" letter illumination (3/4" stroke). Long -life LED's have an expected life of 10 years NUMBER HOUSING FAMILY PANEL COLON C%L LED (AC only) 1 -Single Face R - Red W - While LED Emergency with 3 - Universal G - Green a - Black Meet Diagnostics Footnotes: 'For use with AC only exits. 'For use with Emergency exics. 'Not to be used in conjunction with FI option, 'Fm Emergency olevatlon, DC extemal backup power. 'Nat Io be used in conjunction with F, 2C or FI option. "Must order pendant assembly separate. ACCESSORIES (ordered separately) CXLSPWR Stencil face, white panel with red lens CXLSPWG Stencil lace, while panel with green lens CXPW Pendant Moum Canopy' CXPA12W Pendant Assembly, Rigid Canopy, 12" Stem White' CXPAI2B Pendant Assembly, Rigid Canopy, 12" Stem Black' WC4 Wire Guard Stem lengths available: 12", 18", 24'. 30'. 36' and 48` Job Name: Type: _ Voltage: Maintenance -free nicad battery. Standard emergency electronics provide a state-of-the- art sell-test/sell-diaanoslic circuit Features an exclusive system that aids in correcting wiring mistakes by checking power and wiring before applying a load to system com- ponents. All emergency units have built-in circuitry protection/low-voltage battery dis- connect and transformer isolation Solid state charger, test switch and green LED AC status indicator, along with three red fault indicators OPTIONS FI - Fire Alarm Flashing Interlace` F - Flasher' 2C - 2 Circuit Input" OC - DC External Backup (6- 12Vi"' OR - Damp Location Bating SA - Salida FB - Flashing/Audible Buzzer Alarm X t mcPtiilben` --- —------- emergency lighting CXX SERIES COMPAC° Thermoplastic LED Exit SPECIFICATIONS ft" ELECTRONICS All battery units are STANDARD with sell diagnostic/sell-lesling circuitry. The '"" management system controls test para- meters within the embedded micro-conlroller to verity that all system components are lunc- roning properly. This is accomplished using various system checks on a continuous basis, as well hourly and monthly tests. Several manual test can also be initiated or cancelled at any time by pressing the test switch. DIMENSIONS CXX SERIES 1 5re `-- (41.3mm) I /4" (222.3mm) I E I 12.5,8" (320.7mm) (NoteIf required, canopy is 6-1/2' x 5-1/4' x 7/1 rest" TESTING SPECIFICATIONS During automatic self -test or manual test the green AC status indicator will flash Any mal- lunction is reported via the appropriate external LED indicators. ''"" complies with all the lat- est UL924 and NFPA 101 requirements for sell diagnostic/ sell -testing operation. For complete details on many of the exclusive features that the ; tWsl system otters, including the correc- tion of wiring errors before applying power, refer to specification sheet ERC2001.1. INSTALLATION The signs mount to a 4 inch octagon or square outlet box Signs that are back mount- ed to a wall require no canopy. Punch out concealed knock ouls on back plate. Celling and end mounted signs require a canopy (provided with each sign). Canopy mounts to outlet box via mounting plate (provided with each exit sign). Exit housing snaps to canopy WARRANTY Full live year warraniv on unit STATUS INDICATOR PANEL �rlr rr� .a Automatic Test: Manual Test: The system charger and lamps are continually being controlled via pre- A manual test switch allows for the system to perform the follow - determined parameters specific to each model configuration, automati- ing tests at any time: cally. The battery is controlled via a true ooen circuit test each hour after Press Button: initial installation. Every thirty days the - as' System illuminates lamps Once— 5 second, charger off, no load under load for 30 minutes, simulating a power outage with a true charger Twice— 60 second, charger off, lamps on off condition, without affecting long-term battery tile. This is above and Three — 90 minute, charger off, lamps on beyond the requirements of the National Electric Code and/or the 6 second hold — fully reinitializes microprocessor National Fire Protection Association, which only requires a full load test Pressing once during any test will cancel/abort testing. once every month. This gives you unequaled control and confidence, knowing you are meeting sell -test code requirements each and every month Fault Indications: Four LED indicators provide visible indication of system status: AC/Green Charger/Red BatVRed Lamp/Red Status/Fault Action ON AC Power is on/ok None F Performing Test None ON F F F Incorrect AC supply voltage Correct input voltage/Retry ON F Chartner fault Replace circuit ON F Bamery disconnected/laull Check connection or replace battery ON F Lamp disconnected or bad Press manual test once to determine bad lamp/replace lamp ON=On Steady F=Flashing OFF=Blank py mcPhilhen Lighting EM I 776ScNlGrUr,Slreel•Tupelo,Mississipo38804,PHUSE)842-1212•FAX. (6621Ba15501 I Cj DaV Brlte"Lighting .dcolighling[om a Genlyre company Canadian Division 02006124D5D6 his Bullock Drire•Markham, Onnoo•Carada OF 7W4• PH(90S 299'9570•FAx:(9052g4'BB11 DAY BRITE LIGHTING RESERVES THE RIGHT 10 MAKE CHANGES WITHOUT NOTICE. mcPhilben� AeSth" — — — --emergency lighting The mcPhilben CCHX Series combines a stale of the art self -diagnostic circuit <EXIT with an appealing new style in combo design and unequaled flexibility Unlike any other combo, the CCHX Series utilizes a one piece housing with internally designed lamp heads. This makes the CCHX unit the smallest overall combo on the market today. The contemporary round corner styling and rugged ABS housing enables it to blend with any decor. It also provides for a combo that Is less obtrusive than other units. It Utilizes 5 or 10 watt MR11 lamps, which are vim set on the vertical axis to achieve maximum lumen output and the option of two battery capacities. The CCHX Series has the Ilexibility to operate various _ remote lamp head configurations, with up to 22 watts of remote power in exit only models CODES AND STANDARDS UL listed to 924 standard. Complies with NFPA 101, NEC, BOCA and OSHA standards. VOLTAGE INPUT 120/277 VAC selectable input. FINISH All units are available in white or black. HOUSING Flame rated, UV stable, ABS thermoplastic housing. INSTALLATION Snap -together quick mount design. Wall or ceiling mounted only Mounts up to a Stan- dard 4" square outlet box. PERFORMANCE Input power requirements: 12 wall unit 0.114 amps (120VAC) 0.054 amps (277VAC) 22 watt 0.118 amps (120 VAC) 0.056 amps (277 VAC) CATALOG NUMBER (Example: CCHX151RW) LED LAMPS Available with bright red or green energy effi- cient LED lamps, Providing uniform illumina- tion LED's have an expected life of 10 years. EMERGENCY LAMP HEADS Standard units contain 5 watt, 6 volt MR11 lamps. An optional 10 watt, 6 volt MR11 is available for increased lumens. Lamps can be rotated 180 degrees horizontally and are on a fixed vertical axis for maximum light distribu- tion The lamps may be adjusted or replaced without the need to remove the faceplate BATTERY 6v maintenance -free lead calcium battery. Provides for 90 minutes of emergency power and has an estimated service life of 10 years when operated at an ambient temperature of 65OF (19C) to 85OF (30C). ELECTRONICS All combo units are standard with - self-diagnostics/self-testing circuitry. The management system controls test parameters within the embedded micro -con- troller to verify that all system components are functioning properly. This is accom- plished using various system checks on a continuous basis, as well as hourly and monthly tests. Several manual tests can also be initiated or cancelled at any time by press- ing the test switch During automatic self -test or manual test the green AC status indicator will flash. Any malfunction is reported via the appropriate LED indicators. %' 'I -complies with all the latest UL924 and NFPA 101 requirements for self-diagnostic/self-testing operation. For complete details on many of the exclusive features that the -°''" system offers refer to specification sheet ERC2001.1. WARRANTY Full five years (lamps not included). PATENTED CAPACITY & NUMBER PANEL HOUSING OPTIONS FAMILY LAMPS OF FACES COLOR COLOR CCHX - LED Combo 15 -12W with 5W lamp heads 1 . Single Face' R - Red W - White FI - Fire Alarm Flashing Interface with %test Self- 25 - 22W with 5W lamp heads 3 - universal' G - Green B - Black DR - Damp Localion Rating Diagnostics (12 wall remote capacity) LX - Manual test activation via 20 - 22W with low lamp heads Remote laser tesleP El - Exil only with 12W remote TO - Time Delay (15 min)" capability (no lamp heads) Fopinores.: 'Includes extra stencil face plate and mnapg F Flasher LS-Less Self-Tesl of Lamps" E2 - Exit only with 22W remote 'No Canopy Provided capability (no lamp heads) 'Refer io spec sheet ERC20I for dNeifs. 'Cannot have IS and To options togetMi on combo. ACCESSORIES CCHCANOPY Canopy for allowing single face combo to be mounted to ceiling WG4 Wire Guard CCHSPWR Stencil lace plate, while, with red diffuser CCHSPIYG Stencil lace plate, while, with green diffuser RLT Remote Laser Tesler NOTE. Matching Job Name: remotes available - refer to spec sheet ERAGO15.2. Type - Voltage: r mcPhilben' — --- ----emergency lighting CCHX SERIES COMPAC° Thermoplastic LED Combo SPECIFICATIONS HOUSING Impact resistant thermoplastic with NFPA- type lield selectable chevrons. White housing is standard, with an optional black housing. Ceiling mourling is accomplished by mount- ing the canopy to a recessed junction box, routing the wiring through the top of the product housing and snapping unit housing to the canopy. A screw is required to stabilize and strengthen the union between the canopy and the housing. Canopy is not provided on single face combos, bull may be ordered as an accessory. Canopy is standard only on universal combos. %'m" TESTING SPECIFICATIONS BATTERY/ELECTRONICS Six volt maintenance free lead calcium bat- tery, temperature range from 650F to 850F. Standard emergency electronics provide a slate -of -the -art sell-diagnostic/self-test cir- cuit. Features an exclusive system that aids in correcting wiring mistakes by checking power and wiring before applying a load to system components. All emergency units have built in circuitry protection/low voltage battery dis- connect and transformer isolation, solid stale charger, test switch and green LED AC status indicator, along with three red fault indicators. The battery is controlled via a true open cir- cuit test each hour after initial installation. Automatic Test: Every thirty days the r"'' System illuminates lamps under load for 30 minutes, simulating a power outage with a true charger off condition, without affecting long-term battery life. This is above and beyond the requirements of the National Electric Code and/or the National Fire Protection Association, which only requires a lull load test once every month. Fault Indications: Four LED indicators provide visible indication of system status: Every thirty days the "'11 System illuminates lamps under load lot 30 minutes, simulating a power outage with a true charger oll condi- tion, without aflecting long-term battery life. This Is above and beyond the requirements of the National Electric Code and/or the National Fire Protection Association, which only requires a full load 30 second test once each month. This gives you unequaled control and confidence, knowing you are meeting sell -test code requirements each and every month. Manual Test: A manual test switch allows for the system to perform the following tests at any time Press Button: Once - 5 second, charger off, no load Twice - 60 second, charger oil, lamps on Three - 30 minute, charger off, lamps on 6 second hold - fully reinihalies microprocessor Pressing once during any test will cancel/abort testing. AC/Green Charger/Red Batl(Red Lamp/Red StatuslFaull Action ON AC Power is DOI None F Performing Test None ON F F F Incorrect AC supply voltage correct input vollagelAet ON F Charger fault Replace circuit ON F Battery disconnected/fault check connection or replace battery ON F Lamp disconnected or bad Press manual test once to determine bad lamp/replace lamp ON=On Steady F=Flashinr OrF_Bank "�' STATUS INDICATOR PANEL DIMENSIONS Q D t= 12' ��j UNIT WEIGHTS 12 watt = Ei lbs. �1 22 watt = e.7 Its. EtSV I VIi I mcPhilaen Lighting RA 776 Sown Gren Slieni- Tupelo, Mi55rssippi 38804•PH. 16fi2)8a2-7211•FAX . I66218415501 Day-Brlte"Lighting rmw.dLuiiyining EM a Genlyre company Canadian Division 40200612-0G08 189 Bullock DrIve • Mddhdm. Onlanc - Camda L3P 1W4 • PH(1294 9570 • FAX r9051294-9811 DAY PRIDE LIGHTING RESERVES THE RIGHT TO MAKE CHANGES WITHOUT NOTICE. T r a n s m i t t a 1 f r o m US MAIL - PICK-UP - HAND DELIVERY - FEDEX - FAX Date: August 31, 2007 To: Mark C. Friedman 8030 Mackey Court Rohnert Park, CA 94928 Copy to: file Re: City of Petaluma Special Inspection and Testing Acknowledgement - signed and dated Message: Any Questions please call. James McCalligan Ar< 3000 Cleveland Avenue, suite 200 Santa Rosa, California 95403 Phone: 707-578-4525 Fax:707-578-3742 Email: jim@mccalligan.com RECEI 9 EA6D SEP 13 2007 BUILDING ON- w CITY OF PETALUMA Project Name Special Inspection and Testing Requirements Project Address Reinforced Concrete, Gunite, Grout and Mortar: CBC 1701.5.1 Concrete Gunite Grout Mortar Aggregate Tests Reinforcing Tests y Mix Designs Reinforcing Placement Batch Plant Inspection Inspect Placing Cast Samples Pick-up S maples yc Compression Tests CBC 1701.5.1 and. 4 Piles Grade Beams Pre- tens Pre - cast Aggregate Tests Reinforcing Tests Tendon Tests Mix Designs Reinforcing Placement Insert Placement Concrete Batching Installation Inspection Cast Samples Pick-up Samples Compression Tests Structural Observation by Architect or Engineer: CBC 1702 Foundation Observation it Framing Observation Final Observation General Conformance Letters Masonry: CBC 1701.5.7 Special Inspection Stresses Used Preliminary Acceptance Test (Masonry Units, Wall Prisms) Subsequent Tests (Mortar, Grout, Field Wall Prisms) Placement Inspection of Unils Plans Examiner Requirements specified by (Architect/Engineer of record) Contractor Owner Permit No. Embedded Bolts or Inserts: CBC 1701.5.2 and .15 Bolt/Insert Placement Inspection BolVInsert Tension Test % Bolt/Insert Shear Test % �— Epoxy Mix & Placement Observation Structural Steel / Welding: CBC 1701.5.5 and .6 Sample and Test (list specific members below) Shop Material Identification _ Welding Inspection ' Shop >c Field Ultra Sonic Inspection —Shop _Field y High -Stress Bolting Inspection Y A325 _ Shop X Field A490 N _ X F Metal Deck Welding Inspection Reinforcing Steel Welding Inspection Metal Stud Welding Inspection Concrete Insert Welding Inspection Structural Wood: CBC 1701.515 Horizontal Diaphragms Shear Wall Nailing Inspection Inspection of Glulam Fabrication Inspection of Truss Joint Fabrication Sample and Test Components Geotechnical/Foundation: CBC 1701.5.11 and.13 Soils Engineer Plan Review Acceptance Letter )C Foundation Excavation Pier Holes Site Drainage X Fill Material X Placement Inspection K Field Density k Acceptance Letter x Acceptance Letter Fireproofing: CBC 1701.5.10 Placement Inspection Density Tests Thickness Tests Inspect Batching Insulating Concrete: CSC 1701 5.9 Sample and Test Placement Inspection Unit Weights Additional Instructions/Other Tests & Inspections: Dale 506• J2Lc Date V//`Zcl/07 Date Date City of Petaluma Post Office Box 61 • Petaluma, CA • 94953 • (707) 778-4302 • (707) 778-4498 Fax QF q FROM :JMA ARCHITECTS FAX NO. :707 576 5742 Rug. 23 2007 11:25AM P2 r L U CITY OF PEM-UMA Special Inspection and Testing Acknowledgement I have read and agree to comply with the terms and conditions of this agreement. 4z'AZ& dilr�t Owner Ron Hu T / - Date Contractor Date license Number Special spectior qen y Date G, 5�32loCo /2dt/o-7 X taftEngineer censef umber �rl c Krcad�er— M KM Fabnoator I.C.8.0. Approval Number Geotechnical Engineer L nse Number XArchitect or Engineer of Record $s An C Cq I Igan C 17091 License Number Accepted for the Building Division Date Date 5123/07 Date Date city of Petaluma Post Office Box at • Petaluma, CA • 94953 • (707) 778.4302 • (707) 778-4498 Fay S oFN To: City of Petaluma, Attn. Mr. Cliff Kendall, Chief Building Official From: Pastor Ron Hunt, New Life Christian Fellowship, located at 1310 Clegg Street August 21, 2007 RE: Demolition Permit DFC (DeCarli Francois Construction of Rohnert Park) has our written permission to apply for a demolition permit on our behalf. The work will be limited to interior area, and will not involve any weight bearing walls. Respectfully submitted, 7 Ronald J. Hunt Senior Pastor C/Iacf /O`l c tJ�- or cb�-c 4�; Ir NEWC c� % �« I� Christian PciiowAip C'� F - . Drive, # 357 Petaluma, CA 94954 ri onc:707.765 0956 r" 707.769.9659 Web: www.nulife.org 0G °i Lemmon-Woodruff Architecture, Inc. ARCHITECTURE, PLANNING AND DEVELOPMENT October 25, 2007 I City of Petaluma Community Development Department Attention: Clifford Kendall 11 English Street Petaluma, CA 94952 Subject: Building Permit 920071199 Project: New Life Christian Fellowship Center Address: 1310 Clegg Street Petaluma, CA Re: Plan Check Response Dear Clifford, RESPONSE TO "FIRE MARSHAL'S OFFICE COMMENTS" 1. The primary vehicle entrances located on Clegg Street will require the curbs to bg flared to accommodate Peialuma's ladder truck. IL ° � a The curb cuts have been revised as requested. Please see civil drawings, sheet C3 3S" and Site Plan, sheet ALL. 2. A permit is required from the Fire Marshal for the installation or alteration of afire _,-4sprinkler systemDyQty `oA with calculations priors rrequired to be submitled for eour se[s ofplans view and approval. k Please see "Deferred Approval Item" note on Cover Sheet, sheet GO.0. . 3. A manual fire alarm system is required throughout. Exception to this is if water flow Jt sprinkler activation provides general fire alarm throughout. Note on plans the fire alarm o� F• •r requirement selected. it`y`� Water flow from sprinkler activation shall provide general fire alarm throughout. Please see notes 4 and 5 on New First Floor Plan, sheet A1.3. 4. Provide one 2A I OBC-ratedfire extinguisher for each 3000 square feet. There shall be no more than 75 feet travel distance from any location to afire extinguisher. The location is to be determined by the fire inspector at time of inspection. \tv, Please see notes 1 and 2 on New First Floor Plan, sheet A1.3, and note 1 on New Second Floor Plan, sheet A1.4. ota-PQik i� or .g4c 55 ra��YOuso% 11e�wv.r 14 % �S Ye�u W�.-.' Le.rbs to sae *1nr. of �e ckcr-& � &Ad is ?FP 826 St. Helena Avenue, Santa Rosa, CA 95404 Tel. 707-578-6393 Fax 707-578 4738 www lWaFch.com 5. Post lighted address numbers visible from the street. The numbers are to be a minimum of six inches high with contrasting background, and must be visible from the street. 0A Please see note indicating lighted address numbers adjacent to the doors at the \�.�20/7 northeast corner of the building - Site Plan, sheet A1.0. 6. Provide a Knox box for fire department access. The Knox box shall contain keys or access codes to building/s. Provide key(s) with tag(s) indicating address and suite L number. Please see note indicating Knox box adjacent to the doors at the northeast corner of the building - Site Plan, sheet A1.0. Provide panic hardware on required exit doors. No additional locks are allowed on these doors unless they are interconnected with the panic hardware and approved by the Fire Marshal. 1G Please see New First Floor Plan, sheet A1.3, for notejndicating new paa'c hardware is to be installed at existing doors in Reception 109 and Corridor 116. Also see Door �,( and Frame Schedule — First Floor, sheet A6.0, indicating panic hardware (operating ��� trim "Ll") at exit doors 100A, 100B, 101A,109A, 116A, 132A, and 134A. 1. Plans need to be modified to show that the proposed bike rack can accommodate 9 bikes per condition #11 of the July 13, 2007 conditional approval letter. The bike rack has been increased in length from T-3'/2" to 9'-4'/2" and the number of bike loops have been increased from 7 loops to 9 loops. Please see detail 5, sheet A1.0.1. 13. Provide means for roof access. Show location on plans. Existing 36"x36" roof access is shown on gridline 3, between gridlines D and E on Second Floor Plan, sheet A1.4 and Roof Plan, sheet A1.6. 14. Provide clarification if roof membrane is being replaced. Specify minimum class roof covering. CBC Table 1505.1. Please see note at gridline 6, between gridlines E and F on Roof Plan, sheet A1.6. Existing roof membrane is to remain. Roof is to be patched with minimum U.L. Class "C" cap sheet and flashing, in compliance with CBC Table 1505.1. 15. Provide installation details of roof and overflow drains if roof is being replaced. CBC 1506.2 and 1506.3. Roof is not being replaced. Please see response to item 14 above. If you require additional information in order to grant approval for the release of the building permit please call me at your earliest convenience and I will expedite your request. Thank you for your help in addressing these plan check comments. Sincerely, Mark S. Woodruff Lemmon - Woodruff Architecture, Inc. architects James McCalligan Architect 3000 Cleveland Avenue, S u i t e 2 0 0 Santa Rosa, CA 95403 phone (707) 578A525 fax (707) 578-3742 jim @ mccalligan.com Dear Phil, October 29. 2007 City of Petaluma Phil Boyle Associate Planner Cliff Kendall Chief Building Official 11 English St. Petaluma, CA 94952 RE: Planning dept Plan check re -submittal for the New life Christian Fellowship Church Per your letter of October 9, 2007 item 1. The plans have been modified to show the bike rack can accommodate 9 bicycles. This change is on the civil and the architectural site plans. Best regards always, James McCalligan attachment Plans cc file Page 1 of 1 CITY OF PETALUMA, CALIFORNIA MEMORANDUM Community Development Department, Planning Division,]] English Street, Petaluma, CA 94952 (707) 778-4301 Fax (707) 778-4498 E-mail. planning&i.petaluma ca us DATE: October 9, 2007 TO: Cliff Kendall, Deputy Chief Building Official FROM: Phil Boyle, Associate Planner SUBJECT: Building Pennit for 1310 Clegg St. BP # 2007-9171 I1 qq The Planning Division cannot approve the building permit for the above referenced project for the following reasons: 1. Plans need to be modified to show that the proposed bike rack can accommodate 9 bikes per condition # 11 of the July 13, 2007 conditional approval letter. S:\Planning\Memos - Building Permit\1310 Clegg St. Building Permit Denial Letter.doc 5. Post lighted address numbers visible from the street. The numbers are to be a minimum ofsix inches high with contrasting background, and must be visible from the street. Please see note indicating lighted address numbers adjacent to the doors at the northeast corner of the building - Site Plan, sheet A1.0. 6. Provide a Knox box for fire department access. The Knox box shall contain keys or access codes to building/s. Provide key(s) with tag(s) indicating address and suite number. Please see note indicating Knox box adjacent to the doors at the northeast corner of the building - Site Plan, sheet A1.0. Provide panic hardware on required exit doors. No additional locks are allowed on these doors unless they are interconnected with the panic hardware and approved by the Fire Marshal. Please see New First Floor Plan, sheet A1.3, for note indicating new panic hardware is to be installed at existing doors in Reception 109 and Corridor 116. Also see Door and Frame Schedule — First Floor, sheet A6.0, indicating panic hardware (operating trim "Ll") at exit doors 100A,100B,101A,109A, 116A,132A, and 134A. RESPONSE TO "PLANNING DIVISION COMMENTS" 1. Plans need to be modified to show that the proposed bike rack can accommodate 9 bikes ✓ per condition 411 of the July 13, 2007 conditional approval letter. The bike rack has been increased in length from T-3'/:" to 9'-4'/2" and the number of bike loops have been increased from 7 loops to 9 loops. Please see detail 5, sheet ALGA. 13. Provide means for roof access. Show location on plans. Existing 36"x36" roof access is shown on gridline 3, between gridlines D and E on Second Floor Plan, sheet AIA and Roof Plan, sheet A1.6. 14. Provide clarification if roof membrane is being replaced. Specify minimum class roof covering. CBC Table 1505.1. Please see note at gridline 6, between gridlines E and F on Roof Plan, sheet A1.6. Existing roof membrane is to remain. Roof is to be patched with minimum U.L. Class "C" cap sheet and flashing, in compliance with CBC Table 1505.1. 15. Provide installation details of roof and overflow drains if roof is being replaced. CBC 1506.2 and 1506.3. Roof is not being replaced. Please see response to item 14 above. If you iequire additional information in order to grant approval for the release of the building permit please call me at your earliest convenience and I will expedite your request. Thank you for your help in addressing these plan check comments. Sincerely, Mark S. Woodruff Lemmon - Woodruff Architecture, Inc. CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG-1-C PROJECT NAME NEW LIFE CHRISTIAN FELLOWSHIP DATE SEP 11, 2007 PROJECT ADDRESS 1310 CLEGG STREET, PETALUMA CA PRINCIPAL DESIGNER - LIGHTING suitei6 ELECTRICAL ENGINEERING TELEPHONE 707-522-8175 Building Permit DOCUMENTATION AUTHOR suitel6 ELECTRICAL ENGINEERING TELEPHONE 707-522-8175 Checked by/Date Enforcement Agency use GENERAL INFORMATION DATE OF PLANS AUG 29, 2007 BUILDING CONDITIONED FLOOR AREA 25,684 sft I CLIMATE ZONE 3 BUILDING TYPE I % NONRESIDENTIAL I HIGH RISE RESIDENTIAL I HOTELIMOTEL GUEST PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION I x I ALTERATION METHOD OF COMPLIANCE COMMON LIGHTING PERFORMANCE COMPLETE BUILDING % AREA CATEGORY TAILORED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. I he documentation preparer hereby certifies that the documentation is ac urale and complete. DOCUMENTATION AUTHOR SIGN U / DATE NORM VACHON, PROJECT MANAGER /w^ SEP 11 2007 The Principal lighting designer hereby certifies that the proposed Wilding design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable parts of Sections 110, 119, 130-132, 146, and 149 of Title 24, Part 6. �X The plans and specifications meet the requirements of Part 6 (Sections 10-103a). installation certificates meet the requirements of Part 6 (10-103a 3). �X The operation and maintenance information meet the requirements of Part 6 (10-103). Please check one. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the peZarcct;. responsible for its preparation; and that I am licensed in the Slate of California as a civil engineer or electrical engineer, or I am a license❑ 1 affirm that I am eligible under the provisions of Divi " n 3 o he Business and Professions Code by Section 5537.2 or 6737.3 to sign IN document as the person responsible for its preps lion; and t t I am a licensed contractor performing this work. ❑ 1 affirm that I am eligible under Division 3 of the usiness and rofessions Code to sign this document because it pertains to a structure ortype of work described as exempt pursuant to Busi ss a(I-dP�ro ssions Code Sections 5537, 5538 and 6737.1. All TERRY SZALAI, P.E. I \\ -�\V 1) ISEP 11, 2007 MCA E15547 E Indicate location on plans of Note Bl4�kfor Mandat�y Measure SHEET ET24.1 LIGHTING COMPLIANCE FORMS AND WORKSHEETS (chat worksheet Is Included) X LTG-1-C, Parts 1 of 4 and 2 of 4 Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals LTG-1-C, Part 3 of 4 Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed X LTG-1-C, Part 4 of 4 Certificate of Compliance. Part 4 of 4 submittal is required when lighting controls are installs X LTG-2-C Indoor Lighting Schedule LTG-3-C Portable Lighting Worksheet LTG-4-C Lighting Controls Credit Worksheet X LTG-5-C Indoor Lighting Power Allowance LTG-6-C Tailored Method Worksheet LTG-7-C Room Cavity Ratio Worksheet LTG-8-C Common Lighting Systems Method Worksheet m1word LTG-9-C Lin, Voltage Track Lighting Worksheel OLTG4-C Signs (See OLTG-4-C Sign Worksheet in Chapter 6, Outdoor Lighting and Signs Chapter) 2005 Nonresidential Compliance Forms RECEIVED SEP 1 3 2007 L aember 2005 LTG1C1 O IM Y7Ys CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG - PROJECT NAME DATE NEW LIFE CHRISTIAN FELLOWSHIP SEP 11, 2007 INSTALLED INDOOR TIN POWER FOR CONDITIONED AND UNCONDITIONED PA E INSTALLED WATTS INSTALLED LIGHTING. CONDITIONED SPACES (From _TG-2-C)j 2697 PORTABLE LIGHTING (From LTG-3-C) + LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG-4-C) - CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER =2697 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG-2-C)l 0 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG-4-C) -O UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER =0 ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES COMPLETE BUILDING METHOD (from LTG-5-C) ❑X AREA CATEGORY METHOD (from LTG-5-C) TAILORED METHOD (from LTG-5-C) ALLOWED LIGHTING ALLOWED WATTS PERFORMANCE METHOD COMMON LIGHTING SYSTEM (from LTG-8-C) ALLOWED INDOOR LIGHTING POWER FOR UNCONDITIONED SPACES (from LTG-5-C) Watts IMANDATORY LIGHTINGMEASURES FOR INDOOR IN AND DA IT A MANDATORY INDOOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL TYPE (Auto Time Switch, Dimming, Photosensor, etc.) X If Control is for Daylighting NOTE TO FIELD CONTROL LOCATION (Room #, Area # or Description) CONTROL IDENTIFICATION SPACE CONTROLLED Lists the location of controlled lights GENERAL AREAS, LCP- LOW -VOLTAGE ALL AREAS AUDITORIUM, CONTROL CORRIDOR LS LV OVERRIDE ALL AREAS SWITCH 2005 Nonresidential Compliance Forms September 2005 LTG1C2 CERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG-1-C PROJECT NAME NEW LIFE CHRISTIAN FELLOWSHIP DATE SEP 11, 2007 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e., the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. - Building Departments: Systems Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition, a Certificate of Acceptance, MECH-I-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates and operating and maintenance information meet the requirements of Section 10-103(b) and Title 24 Part 6. Test Description Test Performed By: X]LTG-2-A: Lighting Control Acceptance Document • Occupancy Sensor Acceptance • Manual Daylight Controls Acceptance ` Automatic Time Switch Control Acceptance Equipment requiring acceptance testing: CONTRACTOR X]LTG-3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing: CONTRACTOR 2005 Nonresidential Compliance Forms September 2005 LTG1C4 INDOOR LIGHTING SCHEDULE (Part 1 of 2) LTG-2-C PROJECT NAME NEW LIFE CHRISTIAN FELLOWSHIP DATE S E P11, 2007 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lamps/Ballasts Installed Watts A B C D E F G H I J Name Type/Description Lamp Type # of lamps per Luminaire Watts Per Lamp # of ballasts per Luminaire Wafts per Luminaire 'x' it CEC default # of Lum. Installed Watts (G x 1) FAt 36" PENDANT MOUNT CFL CFL40 6 40 1 204 x 4 816 FA2 6-6" PENDANT MOUNT CFL CFL32 16 32 1 608 x 1 608 FB1 8" RECESSED DOWNLIGHT 32PLT 1 32 1 35 x 4 140 FB2 8" RECESSED DOWNLIGHT 32PLT 1 32 1 35 x 4 140 FB4 8" RECESSED WALLWASH 32PLT 2 32 1 69 x 10 690 FBS 8" RECESSED DOWNLIGHT 32PLT 2 32 1 69 x 5 345 FC1 4'-0" SURFACE MOUNT STRIPLIGHT F28T5 1 28 1 34 x 30 1020 FC3 8'-0" INDUSTRIAL STRIPLIGHT F28T5 4 28 1 124 x 23 2852 FC4 4'-0" INDUSTRIAL STRIPLIGHT F28T5 2 28 1 62 x 10 620 FC5 4'-0" SURFACE MOUNT STRIPLIGHT F28T5 2 28 1 62 x 13 806 FD1 2'-0" FLUORESCENT TROFFER F14T5 2 14 1 32 x 5 160 FD2 4'-0" FLUORESCENT TROFFER F2875 2 28 1 62 x 26 1612 FD3 4'-0" FLUORESCENT TROFFER F28T5 3 28 1 93 x 24 2232 FE1 4'-0" FLUORESCENT WRAP F28T5 1 28 1 34 x 3 102 FE2 8'-0" FLUORESCENT WRAP F28T5 4 28 1 124 x 2 248 FE3 8'-0" FLUORESCENT WRAP F28T5 2 28 1 62 x 4 248 MH1 28" METAL HALIDE DOWNLIGHT MH 1 400 1 461 x 16 7376 Al 8" SURFACE DOWNLIGHT PAR 38 1 250 0 250 x 25 6250 Bt 6"RECSSEDINCANDESCENT PAR 30 1 75 0 75 x 3 225 C1 TO BE SELECTED BY ARCHITECT. - - - - 60 x 2 120 D1 TRACK LIGHTING (FROM LTG-9-C) 180 x 2 360 PAGE TOTAL 26970 BUILDING TOTAL (sum of all pages) +26970 PORTABLE LIGHTING (From LTG-3-C) +0 CONTROL CREDIT (from LTGA-C)�_� ADJUSTED ACTUAL WATTSF =26970 2005 Nonresidential Compliance Farms September 2005 LTG2C1 INDOOR LIGHTING POWER ALLOWANCE LTG-5-C PHOJLC;T NAME NEW LIFE CHRISTIAN FELLOWSHIP SEP 11, 2007 ALLOWED LIGHTING POWER(Choose One Method ICOMPLETE BUILDING METHOD - ON ITI NESPACES I BUILDING CATEGORY (From Section 146 Table 146-6) WATTS PER SF COMPLETE I BLDGAREAJ ALLOWED WATTS AREA CATEGORY METHOD -CONDITIONED SPACES A B C D AREA CATEGORY (From Section 146 Table 146-C) WATTS PER SF AREA (SF) ALLOWED WATTS MIENS LOCKER ROOM WOMENS LOCKER ROOM SUBTOTAL FROM THIS PAGE --- PLUS SUBTOTAL FROM CONTINUATION PAGE TOTALS 13979 17645.4 9932 10572.6 23911 28218 AREA WATTS TAILORED METHOD • CONDITIONED SPACES TOTAL ALLOWED WATTS O (From LTG-6-C) UNCONDITIONED SPACES A B C D Complete Building and Area Category Methods CATEGORY (From Section 146 Table 146-B and C) WATTS PER SF AREA (SF) ALLOWED WATTS SUBTOTAL FROM THIS PAGE PLUS SUBTOTAL FROM CONTINUATION PAGE TOTALS 0 0 0 0 0 0 TAILORED METHOD - UNCONDITIONED SPACES — TOTAL UNCONDVTIONED SPACES ALLOWED WATTS (From LTG-5-C and LTG-6-C) 2005 Nonresidential Compliance Forms September 2005 LTG5C INDOOR LIGHTING POWER ALLOWANCE LTG-5-C PROJECT NAME CONTINUATION IDATE NEW LIFE CHRISTIAN FELLOWSHIP SHEET SEP 11, 2007 ALLOWED LIGHTING POWER (Choose One Method •- •• • . o�vo AREA CATEGORY (From Section 146 • �® FOYLK • • r • - • • ♦ i��tlli�fl'f� riai�i_�:caair►.ya<ra::ru:caaa•[•i1.1tiy:nP :ran r,�acctmaati-[:ca,-•r izclr:[cK•c:c:cuica:•!t 1 . iLl��� • r • - �•�iiI1)•�..�� 1q. -••. -- • 1 .:�� SUBTOTALR •• 1 SUBTOTALS�� SPACES SUBTOTALUN-CONDITIONED OTHIS�� SUBTOTAL■�Jjaa� 2005 Nonresidential Compliance Forms September 2005 LTG5Cb MANDATORY MEASURES - INDOOR LIGHTING LT" PROJECT NAME DATE NEW LIFE CHRISTIAN FELLOWSHIP SEP 11, 2007 x Building Lighting Shut-off x IThe building lighting shut-off system consists of an automatic time switch with a zone for each floor. or The building is separately metered and exempt from the shut-off requirement. �x Override for Building Lighting Shut-off The automatic building shut-off system is provided with a manual accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. �x Automatic Control Devices Certified All specified automatic control devices are certified; all alternate equipment shall be certified and installed as directed by the manufacturer. Qx Fluorescent Ballast and Luminaires Certified All specified fluorescent fixtures subject to certification are certified. �x Individual Room/Area Controls Each room and area in this building is equipped with a separate switch and/or occupancy sensor device for each area with floor -to -ceiling walls. Fx uniform Reduction for Individual Rooms All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with multi -level switching for uniform reduction of lighting within the room. 2005 Nonresidential Compliance Forms September 2005 LTGM CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-C PROJECT NAME NEW LIFE CHRISTIAN FELLOWSHIP DATE 'SEP 11, 2007 PROJECT ADDRESS 1310 CLEGG STREET, PETALUMA, CA PRINCIPAL DESIGNER - LIGHTING suite16 ELECTRICAL ENGINEERING TELEPHONE 707-522-8175 Building Permit DOCUMENTATION AUTHOR suite'16 ELECTRICAL ENGINEERING TELEPHONE 707-522-8175 Checked by/Date Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS SEP 27. 2000 OUTDOOR LIGHTING ZONE (x one) LZ1 LZ2 LZ3 X LZ4 FUNCTION TYPE X IOUTDOOR LIGHTING I JOUTDOORSIGNS I INDOOR SIGNS PHASE OF CONSTRUCTION I INEW CONSTRUCTION % I ADDITION I ALTERATIONS STATEMENT OF COMPLIANCE This Certificate of Compliance lists outdoor lighting system specifications needed to comply with Title 24. Parts 1 and 6 of the California Code of Regulations. This cenificale applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accwale and pomplete DOCUMENTATION AUTHOR SIGNAT �/�Uf'%' �� DATE NORM VACHON, PROJECT MANAGER 'SEP 11. 2007 The Principal lighting designer hereby certifies that the proposed outgbor lighting and signs represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable parts of Sections 110, 119, 130 through 132, 146, and 149 of Title 24, Part 6. Please (x) one: ❑X 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign [his document as the person responsible for its preparation; and (hat I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business rofessions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and rofess� ns Code Sections 5537, 5538 and 6737.1. (These sections of (he Business and Professions Co are rin d in full in the Nonresidential Manual.) PRINCIPAL LIGHTING DESIGNER - NAME SI DATE UC.# TERRY SZALAI, P.E. IMkEL SEP 11, 2007 CA E15547 EXP 9/07 INSTRUCTIONS TO APPLICANT OUTDOOR UGHjfNG C WORKSHEETS (x box If worksheet is included) For detailed instructions on the use of this and a ergy EKcie cy Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. LIGHTING COMPLIANCE FORMS AND WORKSHEETS (check box if worksheet Is included) X OLTG-I-C Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part2 of 2 maybe incorporated in schedules on the plans. Either LTG-1-C or OLTG-I-C may be used for signs as follows: 1. Use LTG-1-C if the project consists solely of indoor signs. 2. Use LTG-1-C if the project consists of indoor lighting and outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-I-C If the project consists solely of outdoor signs. 4. Use OLTG-I-C if the project consists of outdoor lighting and indoor or outdoor signs, but no other indoor lighting. X1 0LTG-2-C LIGHTING COMPLIANCE SUMMARY. Applicable Pans required for ALL outdoor lighting allowances (Except for Signs). X OLTG-3-C AREA CALCULATIONS WORKSHEETS. Applicable parts required for all outdoor area calculations. OLTG-4-C jSlGN LIGHTING COMPLIANCE. Required for all Internally and externally Illuminated signs, for both Indoor and outdoor signs. 2005 Nonresidential Compliance Forms September 2005 OLTGICI CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C PROJECT NAME NEW LIFE CHRISTIAN FELLOWSHIP DATE SEP 11, 2007 Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power X Lighting power allowances for general site Illumination on OLTG-2-C Part 1 of 4 Not Applicable HLighting X power allowances for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 Not Applicable X Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable X Lighting power allowances for vehicle service station canopies on OLTG-2-C Part 4 of 4 Not Applicable Sign lighting compliance on OLTG-4-C Not Applicable Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment Indicate location on plans of Note Block for Mandatory Measures X Installed lighting power has been determined In accordance with Section 130©1 Not Applicable Xj All permanently installed luminaires with lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are controlled by a motion sensor - Section 132(a) Not Applicable 1XI All Luminaires with lamps rated greater than 175 watts in hardscape areas, including parking lots, building entrances. canopies, and all outdoor sales areas meet the Cutoff Requirements of Section 132(b) Not Applicable X All permanently installed outdoor lighting meets the Control Requirements of Section 132(c)l Not Applicable X Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of Section 132(c)2 Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL IDENTIFICATION CONTROLTYPE Auto Time SwltchlPhotosensor, etc AREACONTROLLED NOTETO FIELD ELECTRICAL ROOM LCP PHOTO CELL ON, TIMECLOCK OFF PARKING LOT 2005 Nonresidential Compliance Forms September 2005 OLTGIC2 U =«z F 0E \ 2 rZ O \ : LU « /kE : a - = `E § ` \}?? § * § \ §)� )\( { \ � - ° § « 2 u !E ` � � ! !%- r U § � )!_@ � L� \ Q 2 ) ) § f tL - « $ m■°«�®0 S°` a. LLI \�m&\{i\ ) \ ) S \� 2 \ \ �* p ILO Lu -_ - x�\z - - - Dcc n§>� U M m � d W ¢ o ¢ x O 'v O L O ° LL m 'u + O _ O y m .m. O ~ N m O LL N� O E w 0 w d a 2 a++ m- U w N n++ n m O U W m m? y Q W y phi- m N m�O�. v fC � aOi `o m p a LL'E m 2 Olt u 2 o LL'E m 2 mL u n 2 m `m v e c N c O m c O m y m a y = t v y a m` N 3 ' w o a y o w o o d m m u m¢ u m¢ ?.' L u m m � o n 7 c O N C J p C C y .n �O `y p" Cn N OI ° m Q O = m O to m m o m �mc uE O m U m �p Ira C cv�uE C o C o'er > ¢ Vi •O ry O¢¢ nJ ¢ " V N y ¢ 10 � ¢ m 4 3 C m m p N C C d v L v w L m W �N W W U f0 10 09a _ Oer 0' j m mm0� y mn " p y macp,E=� mam O LL > N rn v O 6 U mZ d O O mm C. v k y m > Cp m n m C m a 1p m u c y e 6 c= 0 a`i rn y m t O m p L yj m Y N Q v m W IC > m m a y ry N O N N 6 a d>" 0 m U 3 L a> m m d m C C V E> mm-vi G� mna> rn 0 °' a a �v n m V o v 9 o` m C E J C n � m G n m L N � � v v 7 vi ¢ o o c U U N y a V v J tm o� atm" v Q u=i u c c m 3 LU 3: O j N O Y a LL n� O E a u G a y Q ¢ c E z �_ O v W Q u ° v EL f- m a ~ v o fn ,0 O to m O c J a 0 r m m w m c a Zr2 w J E c wU a C. m ¢? o, EE w N N A .- v 0 Z LL A N -a T a u J u N J w 'NO N A Y E .% O w v v = d Z S Q m MANDATORY MEASURES - OUTDOOR LIGHTING OLTG-M PROJECT NAME DATE NEW LIFE CHRISTIAN FELLOWSHIP SEP 11, 2007 Ex Installed Lighting Power Installed lighting power has been determined in accordance with Section 130(c)1. rx Controls for Inefficient Lighting Systems All outdoor luminaires with lamps rated over 100 watts must either: ❑x have a lamp efficacy of at least 60 lumens per watt. or Ex be controlled by a motion sensor (Section 132(a)). ❑x Outdoor Luminaire Cutoff Outdoor luminaires that use lamps rated greater than 175 watts (Section 132(b)) in the hardscape areas, parking lots, building entrances, canopies and all outdoor sales areas will be required to be designated cutoff in a photometric test report that includes any tilt or other non -level mounting conditions. Ox Controls to turn off the lights during the day All permanently installed outdoor lighting must be controlled by a photoelectric switch or astronomical time switch that automatically turns off the outdoor lighting when daylight is available (Section 132 (c)1). Ox Controls to provide the option to turn off a portion of the lights For lighting of building facades, parking lots, garages, sales and nonsales canopies, and all outdoor sales areas, automatic controls are required to provide the owner with the ability to turn off the lighting or to reduce the lighting power by at least 50% but not exceeding 80% when the lighting is' not needed (Section 132(c)2). I 2005 Nonresidenua( Compliance Forms September 2005 OLTGM No Text TABLE OF CONTENTS Cover Page Table of Contents Nonresidential Performance Title 24 Forms Form ENV-MM Envelope Mandatory Measures Form MECH-MM Mechanical Mandatory Measures 1 2 3 13 14 i I EnergyPro 4.3 by EnergyS00 Jab Number: User Number. 6120 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1 PROJECT NAME DATE 1st Floor Remodel 9/12/2007 PROJECT ADDRESS 1310 Clegg St. Petaluma PRINCIPAL DESIGNER - ENVELOPE 15000 Inc TELEPHONE Building Permit p DOCUMENTATION AUTHOR 15,000 Inc. TELEPHONE (707) 577-0363 Checked by/Date Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 2007 12,522 Sq.Ft. CLIMATE ZONE 2 BUILDING TYPE LX] NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION F7 NEW CONSTRUCTION ADDITION LX] EXISTING+ ADDITIONIALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is accurate and complete _ DOCUMENTATION AUTH /% SIGNATURE DAATIE he Principal Desig tifys that the proposed building design repres ed6E6�onstruction docume is k consistent with the other cofhpliance forms and worksheets, with the specifications, and with any other calculations submitted with this 1permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116. Through 118, and 140, 142. 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation, and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. ❑ ❑ 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Cade to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required Forms ENV-1 PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE LIC. NO. DATE 15000 Inc LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Lighting Compliance Not In The Scope Of -his-Submittal- Required Forms PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures 1 Required Forms MECH-1 MECH-2 MECH-3, MECH-5 PRINCIPAL MECHANICAL DESIGNER - NAME 15000 Inc. A'� -SIGNATURE}; '' �.�"/ ,��c � �1/ LIC. NO. tv 71 0 DATE `1 _!2 -01 4.3 by EnergySoft User Number: 6120 Job Number. Paae:3 of 15 PERFORMANCE CERTIFICATE OF COMPLIANCE Part2 of 3 PERF- PROJECT NAME DATE 1st Floor Remodel 9/12/2007 ANNUAL TDV ENERGY USE SUMMARY kBtuls ft- r ENERGY COMPONENT Space Heating Space Cooling Indoor Fans Heat Rejection Pumps BMisc. Domestic Hot Water Lighting Receptacle Process TOTALS: Percent better than Standard: Standard Design 7.31 96.13, 22.95 000 000 o stss 45.71 o.00 253.79 Proposed Design Compliance Margin 6.04 1.27 tY $n f I ' aax h' 'e'"fd" process) 68.79 27 33 30.45 750m 0.00 000 0.00 000 0.00 000 etss 4571 000 0.00 0.00 0.00 232.69 21.10 8.3% ( 8.3% excluding BUILDING COMPLIES GENERAL INFORMATION Building Orientation Number of Stories Number of Systems Number of Zones _(N) 0 deg 1 Conditioned Floor AreaH12..522 sgft. Unconditioned Floor Area sgfo. Conditioned Footprint Area sgft. FuelType 3 7 Orientation Front Elevation (N){{ Left Elevation (E)I Rear Elevation (s) Right Elevation (w) Total Roof Gross Area sgft sgft. sgft qft sgft. wt. Glazing Area Glazing Ratio sgft. 0.0% sgft. 8.5% sgft 0.0% sgft. 0.0% sgft. 5.1% o.o°ro 1.298 0 3,304 280 e98 0 5,500 1z,522 o O 280 0sgft. Standard Proposed Lighting Power Density El1.400 wrsgft. .400 wfsgnL122 Prescriptive Env. Heat Loss29a Btwh1016 Btwh Prescriptive Env. Heat Gain,237 Bturh-F,550 Btu/h.F Remarks: Run Initiation Time: 09/04/07 11:09:50 Run Code: 1188929390 EnergyPro 4.3 by EnergySon User Number: 6120 Job Number. Page of 15 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 (PROJECT NAME L 1st Floor Remodel DATE 9/12/2007 ZONE INFORMATION System Name East Zone Zone Name - Auditorium Occupancy Type Auditorium Floor Area (sgfL) 7,896 Inst. LPD (W/sf)1 '1.50 Ctrl. Credits (Wlsf)2 Allowed LPD Proc. Loads (WIsf) Area Is 3 _ ITallored W/s 4 Unconditioned Commercial, Industral Storage 2,056 '0.60 West Zone Lounge Lounge, Recreation 992 '1.10 _ Unconditioned Commercial, Industrial Storage 3,040 '0.600 Offices Office 199 '1.200 _ Main Lobby_ Lobby, Main Entry 2,547 '1.500 Suppgdt oilets Corridor/Res000m/Support 888 -0.60C �I L � Notes: 1. See LTG-2-C 2. See LTG4-C 3. See LTG-5-C 4. See LTG-6-C (items marked with asterisk. see LTG-2 -C by others) (by others) Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted The HVAC System "Carrier 48HJ020" includes Demand Control Ventilation per Standards Section 121. The Roof "High Roof"has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "High Roof' has been designated as an alteration, however the Roof Surface is NOT being re Ip aced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. _ The Roof "High Roof' has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "Roof w/ceilin "has been designated as an alteration however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The Roof "Roof w/ceiling" has been designated as an alteration, however the Roof Surface is NOT being replaced. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. EnergyPro 4.3 by EnergySoft User Number6120 Job Number: Pace.5 of 15 CERTIFICATE OF COMPLIANCE ENVA-C PROJECT NAME DATE 1 st Floor Remodel 9/12/2007 OPAQUE SURFACES Surface Insulation Act. Cond: Joint Appendix _Type Area U-Fac- Cay. Cont. Azm. Tilt Status IV Reference Location 1 Comments 1 2_ Roof Demising_ _222�64� _ 7,896 _0.036 0.110 R-30_ R-0.0 R11 R-0.0 0 0 0 90 Altered New 02-A9 (E_02-A5) 09-A2—IAuditonum Auditorium faces Corridor 132/Foyer) _3_ Demising __ 1,100 0.110 _R_11 R_0.0 0 1 90 1 New 109-A2 Auditorium (faces SW Storage)__ 4 Demising_ 1,10d � 0.1101 R-11 R-0.01 00 90 _ New 109-A2 Auditorium (faces SE Storage) 5 Wall __ 1500 0.041 R-19 R-130 135 90 Altered 09-A5 (E=09-A3)_ Auditorium 6 Door 0.500 Insult R-0.0 135 90 New 28-A3 Auditorium 7 Door j4 42 0.500 Insul R-0.0 135 90 1 New !28-A3 Auditorium 8 Wall 1,298 0.041 R-19 R-13.0 45 90 i09-A5 (E=09-A3) Auditorium Roof 99 0.036 R-30 R-0.0 0 0 _Altered Altered 02-A9 (E=02-A5) Lounge _9 to _ Will 564 0.041 R-19 R-13.0 135 90 Altered 09-A5 (E=09-A3) Lounge 11 IWall 68 0.041 R-19I R-13.0 225 90 Altered 09-A5 (E=09-A3) Lounge 12 Roof 64 0.032 _ R-30I R-0.0 0 � Altered 01-A7 E=02-A5) Offices 13 Roof 135 0.032 R-30 R-0.01 0 Altered 101-A7(E=02-A5)J Offices 14 _ Roof 1 2� 0.036 R-30 R-0.0 0 _0_ 0 Altered 02-A9 (E=02-A5) Main Lobby _ 15 Wall 498 0.041 R-19 R-13.0 135 90 Altered 09-A5 (E=09-A3) Main Lobby 16 Roof 1 156 0.032 R-30 R-0.01 0 0 Altered 01-A7 (E=02-A5) Suppoiq oilets 17 Wall 99 0.G41 R-19 R-13.0 225 90 Altered 09-A5 (E=09-A3)_ Support/Toilets 18 19 IRoof Wall 288 0.032 78~9 0.041 0�135 ;R-19 Altered Altered 01-A7 (E=02-A5) 09-AS E=09-A3 Support/Toilets SupporVToilets 20 Wall I 11 0.041 Altered 09-A5 (E=09-A3) SuQponlioilets Aftered, More then or equal to 10.000 so ff. of siw-buiu fenestration area must include a label cenifiwle either Issued by NFRC or provide a CEC Default Local Cannibals using the default U factors from Standards Table 111 and B. Certificate shall be fled In the contractors proiect office during bbnatructlon and In the building managers office after construction # 1 2 Type Window Left (SE) Window Left (SE) Area 70. 70 U-Fac' 1.280 116-AI 1.280 116-A SHGC2 0.80 116-B 0.801116-e1 Act. Azm. 135 135 Cond- 0 t. New New Glazing Type New Life storefront Single Metal (9b{61Life storefront Single Metal Location/ Comments Loun e ILounge 3 1.4 Window Left (SE) ;Window Left (SE) 70, 1.280 70' 1.2801116-A 116-A 0.80 0.80 1116-B 116-B 135 135 New New Qblilf-ife storefront Single Metal Gi OUte storefront Single Meter I Main Lobby Main Lobby 1 jClear I I � I (11 U-factor Type: 116-A Default Table from Standards, Table IN Table Default Table From the ACM Manual Appendix, NFRC Labeled value. (2) SHGC Type: 115-8 Default Table tram Standards. COG Center of Glass, NFRO Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wild. Overhang Left Fin Right Fin Len- Hgt. LExt-RExt. _Dist. Len Hgt. Dist. Len. Hgt. 1 None 0.76 L- 2 None 0.76 1 3 1 None 0.76 4 None 0.76 it I MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building Is In climate zones 2 through 15 and contains an enclosed space with floor area greater than 26,000112, a ceiling height greater than l5 feet, and an Li for general lesions of at least 0 5 Arl See Section 163fcl. If this bpi is checked. ENVA-C must be filled out when aubmminh under the Prescdndee r—oll Aoomarlh I EnergyPro 4.3 by EnergvSoft User Number. 6120 Job Number: Pape 6 of 15 1 CERTIFICATE OF COMPLIANCE ENV-1-C PROJECT NAME DATE 1st Floor Remodel 9/12/2007 � 21 22 23 Surface Type Roof Wall _ Roof Area U-Fac. 156 0_032 184 0.041 288 0.032__ Insulation Calif. Cont. R-30 R-0A R-19. R-13.0 -- R-30 R-0.0 Act. Am. 0 135 -- 0_ Tilt _ 0 90 _ 0 Cond: Status Altered Altered ,_Altered Joint Appendix IV Reference 01-A7 (E=02-A5) 09-A5 (E=09-A3) 01-A7 E( _02-AS)_ Location / Comments Support/Toilets Su orVfoilets Support/Toilets I I ��I I J I I � I More than a equal to 10000 sgfl. of site -built fenestration area must indude a label ofinifinete street issued by NF HC or provide a CLC Default Label llenlacate using the default U-factors from Standards Table 116 A and B. Certificate shall be filed in the contractors oroset office dunna construction and In the buildina manabers office after construction (1) U-factor Type: 116-A Default Table from Standards, Table NI-1 Default Table ham the ACM Manual Appendix. NF RC Labeled value 2) SHGC Type'. 116-B Default Table from Standards. COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Dist. Len. Hgt. Right Fin Len. Hat. LExt.RExt. Dist. Len. Hgt- f I — I I I MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building Is In climate zones 2through 15 and contain an enclosed space waste Door area greater than 25,000 tl3, a calling height greater than 15 feel, and an l for general u lighting of at least 0.5 WM. See Section 14](c). If this boa Is checked. ENV4-C must be ruled out. when submitting under the Prescriptive Compliance Approach. Run Initiation Tim / 4/07 11:09:50 Run Code: 1188929390 Enercl 4.3 by Ener9VSoft User Number: 6120 Job Number: Pace of 15 CERTIFICATE OF COMPLIANCE MECH-1-C NAME 1st Floor Remodel ueslgner: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests (hat apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the lest. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-I-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates. and ooeratino and maintenance information meet the reouirements of Section 10-103(b) and Title 24 Part 6. STATEMENT OF COMPLIANCE ❑ MECH.2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testing Test required on all New systems both New Construction and Remont. MECH-3-A: Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing Test repaired on all Now systems both New Construction and Retrefil. ❑ MECH-4-A: Air -Side Economizer Acceptance Document ' Equipment requiring acceptance testing Test required on all New systems both New construction and Refrofif. units with economizers that are installed at the factory and cedibad with the commission do not require equipment testing but do require construction inspection. ❑ MECH-5-A: Air Distribution Acceptance Document Equipment requiring acceptance testing This test required If fhe unit serves 5, 000 R2 of space or less and 25%or more of the ducts are in noncondiboned or semicomshoned space like an attic . New systems that meet Ire above requirements. Rermfil systems that meetthe above requirements and either extend ducts, replace ducts or .,Is. the packaged unit. ❑ MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing All new DCV ronllols installed on new or existing packaged systems must be tested. ❑ MECH-7-ASupply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing All new VAV fan volume controls installed on new or existing systems must be rested ❑ MECH-8-A-Hydronic System Control Acceptance Document -Variable Flow Controls Applies to chilledend hot watersystems. -Automatic Isolation Controls Applies 10 newboaers and chillers and the pdmarypumps are connecfeCte a common header. -Supply Water Temperature Reset Controls Applies to new mnslanr now chilled and hot water systems that nave a desgn capably greater than or epual to 500,000 etufhr. -Water-loop Heat Pump Controls Applies to ell new watedoop heat pump systems where the combined loop pumps are greater than 5 hp, -Variable Frequency Controls Appliesto all new distribution pumps on new variable Row chilled, hybronic heat pump or condenser water systems where the pumps motors are greater than 5 no Equipment requiring acceptance testing_` EnergyPro 4.3 by Energysofl User Number: 6120 Job Number: Page:8 of 15 AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C (PROJECT NAME DATE 1st Floor Remodel 9/12/2007 ITEM OR SYSTEM TAG(S) Number of Systems T-24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DOC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance AIR SYSTEMS, Central or East Zone West Zone 2 1 Reference on Plans or Specification 1 112(a) 82%AFUE 82%AFUE 112(a 11.5 EER 11.5 EER 112(b) n/a n/a 112(c). 115(a) We n/a 121(b) No No 121(b) 2569 cfm 1300 cfm 121 c No No 121(c) Yes No 121 a 122(e Programmable Switch Programmable Switch 122(e) Heating Required Heating Required 122(o Auto _ Auto _ 122(g) n/a n/a 123 124 R-0.0 R-0.0 144 a 8 b hire n/a 144 (a 8 D)_ 320,000 btuh 206,000 btuh 144 (a 8 D n/a n/a 144 (a 8 b)_ 376,194 btuh 150,324 btuh 144 c Constant Volume Constant Volume 144 (c) 144 C) No No 144 tl No No 144 e) Fixed Enth (Integrated) Fixed Enth (Integral") 744 (Q Constant Temp Constant Temp 144 (1) Constant Temp Constant Temp 144 (k) No No 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number end/or specification section and paragraph number where the required features are documented. If a requirement is not applicable. put "N/A" in the Column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specifications per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqk; Has > 25% duct in unwndi0oned space. Duct sealing is required for Prescriptive Compliance, see PERF-1 for performance method duct sealing requirements. MECHANICAL VENTILATION MECH-3-C NAME 1st Floor Remodel 1i 9/12/2007 PRESCRIPTIVE REHEAT LIMITATION (Section 144(d MECHANICAL VENTILATION Section 121 b 2 AREA BASIS C D OCCUPANCY E F BASIS G H I VAV MINIMUM J K L M __ N A 6 ZONEISYSTEM yDa Zia ....y �. y dy C1 m ryT m'3 $ mai % D0 f�N� 01 3 m3 0O' O o, my rl yl N T O $ c m05' %O T9T . 3 M 0as O % 0 rily< > n�m T.+N 3D� No nme Ty 3LN m 3y y % X a �n r+3 o3i O % 0, 3`^ 0 0 Q L 03 D S w ' D Auditoriumsill 7,896 1.07 8,449 1 8,449 2,569 5,880 East Zone Lounge 992 0.50 496 F Total 8,449 496 2,569 247 249 Offices 199 0.15 30 30 39 Main Lobby 2,54 , 0.15 382 1 382 115 267 Support/Toilets 888 11 0.15 133 133 9001 West Zone _ _ I I� Total 1,041 1,3001 Ir _ C Minimum ventilation rate per Section 121, Table II1A E eased on fixed seat or the greater of the expetled number of occupants and 50 0 of the CBC occupant logo for egress puro ses for spaces wimout fxea seating. H 'Required Ventilation Air (REO'D V A.) Is the larger of the ventilation rates call on end AREA or OCCUPANCY BASIS (column D or G). I Must be greater the, or equal to H, or use Transfer Air (wlumnN to make up me difference. J Design tan supply cfm (Fan CFM) x 30 0', or K Condition area ft sq I x W dmm. sq: or L Maximum of Columns H, J, K. or 300 Cm M This must be less than or equal to Column L and greater that or equal to me sum of Columns H - IN N Transfer air must be provided where the Required Ventilation Air(miumn 1)isgreater than the Design Minimum Air (column M). Where required. Vander air must be greater than or equal to me difference between me Required Ventilation Air (column 0 and me Design Minimum Air (column M), column H M. EnergyPro 4.3 by EnergySofl User Number: 6120 Job Number. Page: 10 of 15 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5-C PROJECT NAME 1st Floor Remodel _ _ DATE 9/12/2007 CHILLER AND TOWER SUMMARY _ Equipment Name Equipment Type _Dry. Efficiency Tons PUMPS Drive Eff_ Tot Dry GPM BHP Motor EH_l Pump _ Control D W I BOILERY Energy Standby TANK INSUL. Rated Vol. Condition Factor Loss or Ezt. Svstem Name Svstem TMe Distribution Tvpe ON Input (Gals.I Status or RE Pilot R-Val. MULTI -FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Piping Length Iff) Control # HP Type In Plenum Outside Buried Add 1/2" Insulation CENTRAL SYSTEM RATINGS HEATING COOLING I Aux, Condition System Name_ System Type _ O_ry Output kW Eff. Output Efficiency Status Economizer Type Carrier 48HJ020 Packaged DX 2 160.000 0.082%AFUE 214,00011.5 EER New Fixed Enth (integrated} Carrier 48HJ017 Packaged DX 1 206,000, 0.082%AFUE 190,00011.5 EER New Fixed Enth (Integrated). MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH-5-C 'PROJECT NAME 1st Floor Remodel DATE 9/12/2007 ZONE TERMINAL SUMMARY TERMINAL UNIT VAV TERMI IAL.FAN Zone Name System Name System Type Heating Cooling City.Ratio Min CFM Reheat coil CFM BHP Motor EH. Drive EH. EXHAUST FAN SUMMARY E_XHAU_STFAN EXHAUSTFAN Room Name Oty. CFM BHP Motor EH. Drive EH. Room Name 0 . CFM BHP Motor EH. Drive EH. Corridor 132/Foyer 1.0 15 0.00 40.0% 97.0% Women's Locker 1.0 150 0.00 40.0°/a 97.0% Men's Locker 1.0 150 0.00 40.0 % 97.0% Women's Restroom 1.0 300 0.00 40D% 97.0% Men's ReslrooTl.O 300 0.00 40.0% 97.0% Run Initiation Time: 09/04/ 7 1:09:50 Rijn Code: 1188929390 EnergyPM 4.3 by EnergySorl User Number: 6120 Job Number. Page 12 of 15 ENVELOPE MANDATORY MEASURES ENV-MM DESCRIPTION (Designer (Enforcement § 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U-value according to NFRC procedures. WSW Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members. Number: 6120 Job Number. Paoe:13 of 15 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME DATE 1st Floor Remodel _ 9/12/2007 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies 911 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §I15(a) Fan type central furnaces shall not have a pilot light. 923 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. X] §I24 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CIVIC Standards. Controls §122(e) Each space conditioning system shall be installed with one of the following: §122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or 922(e)1 B An occupancy sensor to control the operating period of the system; or 0122(e)1C A 4-hour timer that can be manually operated to control the operating period of the system. §122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoinl. §I22(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. L( §122(a8b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 65 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. §122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoinl stops accessible only to authorized personnel. §112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 4.3 by EnergySoft User Number: 6120 Job Number: Page. 14 of 15 (MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM NAME 1st Floor Remodel 2/2007 Description Designer Enforcement Ventilation §121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §I 22(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. §122(o All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. §121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or §421(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or §121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or §121(f)4 Another method approved by the Commission. Service Water Heating Systems §113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. §113(c) Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. EnergyPro 4.3 by EnergySoft User Number: 6120 Job Number: Page:15 of 15