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Home My WebLink About2776 LOKER AVE W; E | F | G; CB881454; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-05-2017 Building Permit Permit No:CB881454 Building Inspection Request Line (760) 602-2725 Job Address: 2776 LOKER AV WEST CBAD Permit Type: COM Sub Type: Parcel No: 2090812500 Lot#: Status: Valuation: Applied: OccGroup: $1,500,000.00 Const Type: NEW Reference#: Entered By: Appr/Issued: Project Title: PLAN CHANGE TOE, F, G (86-482 Inspect Area: Applicant: EDWARDS, JAMES 10617 GLENDOVER LANE SAN DIEGO, CA 92126 619-546-1121 Owner: DAVISON & PARTNERS 4199 CAMPUS DR #830 IRVINE, CA 92715 714-854-4600 Total Fees: $0.00 $7,749.00 Payments To Date: $7,749.00 Description * ELECTRICAL TOTAL ($10 * MECHANICAL TOTAL * PLUMBING TOTAL Building Permit Plan Check Strong Motion Fee FINAL 10/31/1988 DC 12/09/1988 Balance Due: Fee 10.00 15.00 8.00 4,540.00 2,951.00 225.00 NO PERfv'l1ifdF()R APPLICATION FOUND FOR THIS PROJECT PERMIT NUMBER: CB881454 PLAN CHECK NUMBER:CB881454 ADDRESS: 2776/2778/2782 LOKER AVE W CB881454 INCLUDES 2776,2778,2780 LOKER AVE W SEE 86-482 FOR MORE INFO JOB ADDRESS ASSESSOR'S · PARCEL NO. CITY / ~VIAi£ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT PLAN ID NO. oor 01 os \iisc 3600°00 ZIP (!,4 VALIDATION AREA CONTRACTOR \I\A J\(J,,,r'I''~...,.--/"' ..... ~.,JdW""l ,...,J -----'---'-V~-'-'---'~-=-·r;;.,_,-'---\_'-0--=-'~=-·-~----a\..=...;;,. l,Cl_;_r-ai_,,__---1 ESTMATED VALUATION -----+--- CMOANILTINRGACTOR'S .A., 1 l .OA. J) v ,··v\\, ,I"!. ~ ' ·o I'/'\ -r r~.... ~,vc:;.. PLAN CHECK FEE 001-810-00-00-8821 ,--£, \.0 t:,..., A_D_D_R_Es_s __________________ IF THE APPLICANT TAKES NO ACTION STATE BUSINESS LICENSE NO. tt51 JOO~ LICENSE NO. WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. SUBDIVISION O)eL;MQ t'~{OT(S}--=--.1--"--l--"-=--:.;;:;...:.---'"'""'I------------------- ~ LEGAL DESCRIPTION CHECK IF SUBMITTED: D 2 ENERGY CALCS D 2 1987 ENERGY CALCS FOR NON RESIDENTIAL SLOGS D 2 STRUCTURAL CALCS D 2 SOILS REPORTS 0 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON LA COST A LETTER ADDRESS SCHOOL FEE FORM CITY TEL. "?>4/o-Jt P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY White -File Yellow -Applicant Pink • Finance Gold -Assessor .............. Wyman Testing Laboratories 13230 Evening Creek Drive South Suite 218 San Diego, California 92128 (619) 486-0354 OREINFORCED CONCRETE , OSTRUCT. STEEL ASSEMBLY COVERING WORI< PERFORMED WHICH REQUIRED APPROVAi. BY THE SPECIAL INSPECTOR OF OPRE-STRF.SSED CONCRETE OREINFORCED GYPSUM OGl.UE·LAM.FABRICATION DREINFORCF.0 MASONRY OPll.E DRIVING O0THER JOB ADDRESS 2778 Loker Ave. OWNER OR PROJECT NAME Can·on Pacific Phase II Bld. F CONSTR. MAT'L ITYPE,GRADE,ETC.) DESIGN STRENC.TH SOURCE OR MFGR, DESCRIBE MAT'L, Ml:X: DESIGN, RE•BAR GRADE & MFGR,) NO, BLOG, PERMIT NO. 88-F FOR WEEK ENDING , PLAN FILE NO, ID LAB RECEIVING & TESTING CONSTR, MAT'L SAMPLES CERTIFICATION OF COMPLIANCE Wyman Testing Labs here-by certify that we have. performed all the "Special Inspections" required by the local building department (i.e. Concrete, Reinforcing Steel and Welding ) and ' have found this work to be in accordance with the approved plans, specifications, Permit No. 88-1454 F and applicable building code. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED Al.I. OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMP!. Y WITH THE APPROVED Pl.ANS SPECIFICATIONS, & APPl.lCABl.ESECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, ISTERED INSPECTOR ~1"2..--~ REGISTER N~R Wyman Testing Laboratories COVERING WORK PERFORMED OREINFORCED CONCRETE 13230 Evening Creek Drive South Suite 218 San Diego, California 92128 (619) 486-0354 . OSTRUCT, STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE•STRESSED CONCRETE OREINFORCED GYPSUM OGLUE•LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING O0THER JOB ADDRESS IFOR WEEK ?.77H Toker Ave. Carlsbad NO, 88-237 ENDING 19 OWNER OR PROJECT NAME BL.CG, PERMIT NO. I PL.AN FIL.E NO, Canvon Pacific Phase II Bldg. E 88-1454 E CONSTR. MAT'L. (TYPE,GRADE,ETC,) ARCHITECT Jim Edwards DESIGN STRENGTH !SOURCE OR MFGR, ENGINEER Arcon Engineering DESCRIBE MAT'L., (MIX DESIGN, llE·DAR GRADE Be MFGR,) GENERAL.CONTRACTOR Lusardi Construction CONTR. DOING REPORTED WORK l.AB RECEIVING Be TESTING CONSTR, MAT'L. SAMPL.ES CERTIFICATION OF COMPLIANCE Wyman Testing Labs here-by certify that we hav~ performed all the "Special Inspections" required by the local building department (i.e. Concrete, Reinforcing Steel and Welding ) and have found this work to be in accordance with the approved plans, specifications, Permit No. 88-1454 code. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS' SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, E and applicable building 89 <ttitp of ~arlsbab REQUEST FOR INSPECTION RECORD TIME: --,,,-I --~I 9~_ INSPECTOR ___ __,_}~I_H~----PERMIT NO. I __________ DATE: ____ _ OWNER ____________ ~'--+---....,....,---,--z-R---,-+-' _________ _ :~~:::~E-D-BY--+--~-?----__,,,t,-.~B____,$'r-(-=-~~--~O»;=P-=-Ho..,_N..,._~~f-o,c.--~-Y=9-3_1 ___ 2_/o_D_8 ____ _ U,a.,u-( ~ PERSON TAKING REPORT_--f:.::;t"--- BUILDING r I REINFORCING STEEL i~ MASONRY LJ GROUT -GUNITE [J FLOOR AND CEILING SUB FRAME C.l SHEATHING O ROOF D SHEAR 0 FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOW!:R PAN 0 GAS TEST D WATER HEATER D SOLAR WATER D FINAL ELECTRICAL ['J TEMPORARY SERVICE Cl UFFER GROUND 0 ELECTRIC UNDERGROUND n ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE j D FINAL lY /0 p:e:0~ ~~ D PATIO D POOL D SPA 0 SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS . c.&a.kr ol.&r,£ cd~ ~e}dy For Inspection: D Monday. t'(\A.M. D P.M. · D Tuesday D Wednesday D Thursday ~y",rian -Testing Laboratories : 13230 Evening Creek Drive South Suite 218 San Diego, California 92128 (619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE , OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY . OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE,LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING O0THER JOB ADDRESS IFOR WEEK 2778 Toker Avenue NO, 88-237 ENDING 12-30 u88 OWNER OR PROJECT NAME BL.CG, PERMIT NO, · I PL.AN FIL.E NO,_ Canvon Pacific 88-1454 CONSTR, MAT'L. (TYPE,GRADE,ETC,) ARCHITECT Reinforced Concrete Jim Edwards DESIGN STRENGTH ISOURCE OR MFGR, ENGINEER f'c 3000 Escondido Ready Mix Arcon Engineering DESCRIBE MAT'I., (MIX DESIGN, RE•BAR GRADE & MFGR,) GENERAL.CONTRACTOR Mix nAsine: #355 Lusardi Construction CONTR, DOING REPORTED WORK Roh.or AR'T'M AR1 n (!,-.. RO Lusardi Construction L.AB RECEIVING Be TESTING CONSTR, MAT'L. SAM PL.ES Chord Bar ASTM A706 Gr. 60 Wyman Testing Labs CONCRETE ·INSPECTION 12-30 Inspected the reinforcing steel installation for panels per details 5 on sheet S-12 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, ·and clearance. Verified member dimensions with inplace formwork., · Verified dimensions of excavated locations. Inspected the placement and. consolidation of 197 cubic yards of concrete, mix design # 355 in the following locations: ·. Building G, panels 1, 3 thru 21, 23, 24 and 27. Building F, panels 11, 16, 25, and 26. One set of 5 test cylinders taken from panel 1, puilding G. Slump test results 4 3 / 4 II'. Concrete supplied by Escondido Ready Mix. Ticket # 321062, truck # 250. One set of 5 test cylinders taken from pari~l 11, building G. Slump test results 5". Concrete supplied by Escondido Ready Mix. Ticket.# 321085, truck# 297. Work inspected is in accordance with the approve~ drawings, project specifications and the UBC. CERTIFICATIO.N OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, SIGNATURE OF REGISTERED INSPECTOR I-~.;-~9 c 1~1-:1:1.2.. DAE OF RE ORT REGISTER NUMBER Wy',rian Testing Laboratories i 13230 Evening Creek Drive South Suite 218 San Diego, California·92128 '(619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE . OSTRUCT, STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE·STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING OOTHER JOB ACDRESS IFOR WEEK ?.77R-?.7RO T.okPr AvP. r.£11"1 i::hs:irl NO, RR 2~7 ENDING 1 ?.-~0 111 RA OWNER OR PROJECT NAME BLDG, PERMIT NO. · I PLAN FILE NO, Canvon Pacific Phase II CONSTR, MAT'L (TYPE,GRADE,ETC,) ARCHITECT Reinforced Concrete (Tilt-Un) Jim Edwards/Ware & Malcomb DESIGN STRENGTH !SOURCE OR MFGR, ENGINEER f 1 c 3000 Escondido Readv Mix Arcon En12:ineerine: DESCRIBE MAT'L., (MIX DESIGN, RE•BAR GRADE & MFGR,) GENERAL.CONTRACTOR Rebar A8~M AR15 Gr. 60 Lusardi Construction CONTR, DOING REPORTED WORK ~horrl Ri:i ,-.1=: A70R Grade 60 Lusardi Construction LAB RECEIVING & TESTING CONSTR, MAT'L. SAMPLES Mix Design II 355 Wyman Testing Labs CONCRETE INSPECTION 12-29 Inspected the reinforcing steel installation for panels & columns per details Lon sheet S-11/24 of approved drawings •. Inspected reinforcing steel for size, grade, lap, locations, ·and clearance. Verified member dimensions with inplace formwork. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 160 cubic yards of concrete, mix design # 355 in the following locations: Building F, panels 1, 3 thru 10, 12, 13, 15 and 17 thru 23. Building E, columns A.9 at 1.3 and 1.9. One set of 4 test cylinders taken from Building F, panel 15. Slump test results 4.2511 • Concrete supplied by Escondido Ready Mix. Ticket # 320991, truck# 464. Work inspected is in accordance With the approved drawings and the UBC. REINFORCING STEEL VERIFICATION 12-29 •' Inspect.ed the reinforcing steel installation for Building G, panels 1, . 3 thru 10, 12 thru 15, 1 7, 18, 9, 21, 23 and 24 per details noted on approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearance. Verified member dimensions with inplace formwork. Checked locations of embedded items and sleeves. Work inspected is in accordance with the approved drawings and the UBC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, SJGNAOi!oFR E ~ R_,5p. INSPECTOR /'-/;1-,8 f U,;1u:r;2 ;2~~ DATE bFREPORT . HEGISTER NUBR' wy·qian -T.esting Laboratories '.13230 Evening Creek Drive South Suite 218 San Diego, California 92128 '(619) 486-0354 OREINFORCED CONCRETE . OSTRUCT, STEEL ASSEMBLY COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE•I.AM.FABRICATION OREINFORCED MASONRY OPILE DRIVING O0THER JOB ADDRESS DESCRIBE MAT'L., MIX DESIGN, RE•BAR GRADE Ile MFGR,) REINFORCING STEEL VERIFICATION 1-4 FOR WEEK ENDING PL.AN FIL.E NO, 19 Inspected the reinforcing steel installation for trash enclosure footings line 3 x E to E.5, and line E.5 x 3 to 3.3. Loading dock retaining wall footing and concrete fence footing lines B.8. & C.3 x 5 to building "G" west wall per deta;i.ls noted on approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearance. CERTIFICATION OF COMPLIANCE SIGNATURE OF REGISTERED INSPECTOR ( I HEREBY CERTIFY THAT I .HAVE INSPECTED ALI. OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, 1-6 ... f:¥1 BtB DATE O ,;:"hp ORT ..:.,~R~E G.,,..,.,.I S.,.,.T.,.,.E_R_N_U_M_B_E_R __ €itp of €ar_Igbab REQUEST FOR INSPECTION RECORD ~ INSPECTOR ___ , _ _km~-______ PERMIT NO. Tl ME: -.--:=--=---=-=- DATE: / ;;;2. -,;)O -8fi ---------- OWNER---------------=----==----,--~__,,..,,_ ________ ..-------,--.....-- ADDRESS ;;).. 1 7 i ~ a:;::..c ~ REQUESTED BY __ r~~~~~~-------PHONE NO. ----------F"..----- PERSON TAKING REPORT_'¾ft:-=--- BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL MI SC ELLAN EOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS ___________________________ _ Ready For Inspection: D Monday D A.M. D P.M. D Tuesday D Thursday D Friday Wyman Testing Laboratories 13230 Evening Creek Drive South Suite 218 San Diego, California 92128 (619) 486-0354 OREINFORCED CONCRETE , OSTRUCT. STEEL ASSEMBLY COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OPRE·STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINFORCED MASONRY OPILE DRIVING OOTHER JOB AOORESS 2776 Loker Avenue !FOR WEEK Building 1 No. 88-237 ENDING 1 2-?.~ owr,u:R OR PROJECT NAME ~anyon Pacific Phase II DESIGN STRENGTH !SOURCE OR MFGR, OESf:,Rl.j3E MAT'l,,q,.\,~JX CE~GN, RE•BAR GRACE & MFGR,I tleoar A~~M Aol5 Gr. 60 & 40 Chord Bar ASTM A706 Gr. 60 BLOG. PERMIT NO, . , PLAN FILE NO, 88-1454-E ARCHITECT Jim Edwards ENGINEER Dick-Con GENERAL CONTRACTOR Lusardi Construction CONTR. DOING REPORTED WORK Lusardi Construction 19 RA L.AB RECEIVING & TESTING CONSTR, MAT'L. SAMPL.ES REINFORCING STEEL VERIFICATION 12-22 Inspected the reinforcing steel installation for panels 1, 4, 5, 7, 8, 9, 29, 27, 26, 28, 3, 14, 13, 11, 16, 15, 25, 24, 21, 20, 35, 32, 10, 17, 18, 19 (building E) per details 5 on sheet .S-12 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearance. Verified member dimensions with inplace formwork. Checked locations of embedded items and sleeves. Work inspected is in accordance with the approved drawing, project specifications, and the UBC. CONCRETE INSPECTION 12-23 Inspected the reinforcing steel installation for panels per details 5 on sheet S-12 of approved d_rawings. ·· Inspected reinforcing steel for size, grade, lap, locations, and clearance. Verified -member dimensions with inplace formwork. Verified dimensions of excavated locations. Inspected the placement and consolidation of 138 cubic yards of concrete, mix design# 355 in the following locations: panels 1, 3, 5, 10, 14, 15, 20, 21, 24, 25, 26, 27, 28, 29, 32, 19 and 34. One set of 4 test cylinders taken from panel 3, building E. I . Slump test results 4 1/ 2 11 • Concrete supplied by Escondido Ready Mix. Ticket# 320887, truck# 491. Work inspected is in accordance with the approved drawing, project specifications and the UBC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, SIGNATURE OF REGISTER EC INSPECTOR /;z_, 30-S:Jc' Cflt-3;:z.;?. DATE OF REPORT REGISTER NUMBER •, ,, ' WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT -----,---c"-'a=n;.;;..y,_" o.;;;..;n~P"'-a=...;;;..c=i=f=i-"--c_.;;;..P.;..;;h.c.;.a..;;;.s..;;ce_.;;;;I~I'-_____ PROJECT NO. __ 8_8_-_2_3 __ 7 __ PROJECT ADDRESS ----=-2..:..7..:..7.=.6-=L=o.:e.::k=e=r--:..:A:..:.v~e~·-=S::..::::a~n:_.o:D::..:,i,:.::e::..;:g;i_:o;c_ ______________ _ CONTRACTOR ----~L~u~s~a~r~d~i.__ ________________________ _ ARCHITECT/ENGINEER __ .,:...A:.=r:..::c:..:o:.:.n_:__ ________________________ _ TO BE BILLED ______ _:D:;:..;a::::..v.:..;l!=.0 ' s=-o=-n~P=-=a=-r..::;t.:.:n=e=r=s __________________ _ BLDG. PERMIT NO. _N..a../ ..... A'------------PLAN FILE NO. -----"-'-'-_,_A.,_ ______ _ SAMPLE DATA REPORT OF CJ{CONCRETE D MORTAR D GROUT D OTHER ________________ _ · SUPPLIER Escondido Ready Mix PLACEMENT DATE __ J..,_2L...--2"-'-3-_..,_8.u..8------- MIX DESCRIPTION 5 I 5 sack TICKET NUMBER __ ..... 342.u..0.Q.8.u.8-J.7-------- MIX NUMBER ---=3=5 ___________ TIME IN MIXER 20 .Minutes 4½11 322 SLUMP ADMIXTURE ____ P-"'o'-'=z,...,Z,._u,._.,,._ _____ _ TYPE CEMENT .... I ...... I _______________ AIR CONTENT ------i-'1-.;._a..-------'-- UNIT WEIGHT N/A. DESIGN STRENGTH __ ....,_3.J.J.Q..,_,.Q..,_,.Q _______ _ LOCATION OF PLACEMENT Panel # Building E SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ REQUIRED STRENGTH (f'c) _____ 3_0_0_0 ____ PSI AT 28 DAYS SAMPLES MADE BY ____ w_a_d_e_A_n_d_e_r_s_o_n ___ DATE RECEIVED IN LAB -----"1'""2,_-_..2...,7'--_,,8,._,,8.,__ __ _ 7 28 28 LAB CONTROL NUMBER CPP 1 CPP 2 CPP 3 DATE TESTED 12-:rn-a 1-20-81 l-20-81B LABORATORY DATA DIMENSIONS INCHES h X 1 ?. 6 X 12 6 X 12 I TEST AREA SQ INCHES ?.R ?7 28.27 28.27 MAX. LOAD POUNDS 76.000 LABORATORY DATA REMARKS----------------- DISTRIBUTION------------- ALL SAMPLING AND TESTING . CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 REVIEWED BY: DATE ___ _ COMPRESSIVE STRENGTH PSI 2690 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT _________ c_a=n=y..._· o.;c..nc..;;._P~a..;;;.c=i.;.;;.f=i..;;.c---c:..P=h=a=s...:::e;_:;:I:..;::I;,_.. _____ PROJECT NO. _ _.:8_.:8:_---=2:..:::3:....:7:___ PROJECT ADDRESS ----=-2.,_7.,_7..:::.6-=L:.::::o"'-"k:.::::e~r--=.,A:_,:V..:::e:...!!.c..-!::S~a::.:.n:......:D::..::i~e:::..:g:l.!o:::_ ______________ _ CONTRACTOR ----=L=u=s=a=r~d-'._ ________________________ _ ARCHITECT/ENGINEER ___ A_r ...... c_o ...... n _________________________ _ TO BE BILLED ______ ;_D;:;_a=v-=--=i=s=o=n-.::.P..::.:a=r-=t=n=e=r-=s'-------------------- BLDG. PERMIT NO. __ N'-'--/_A _____________ PLAN FILE NO. --'------""'N.,_,__.A..._ ______ _ SAMPLE DATA REPORTOF e:fCONCRETE OMORTAR OGROUT OOTHER ________________ _ SUPPLIER Escondido Ready Mix PLACEMENT DATE ____ J ..... 2:.---2_,_7_-..... 88..,___ ___ _ MIX DESCRIPTION 5 • 5 sack TICKET NUMl;JER _____ 3.u;2 ..... nL...Lg...Ll5a'-'------ MIX NUMBER -----"'~---------TIME IN MIXER 32 Minutes 4½" . SLUMP ADMIXTURE ______ Pi...,,O.u.ZL'-z<---1.3"'-'2 2"-"NL...UB..wJ g~b...u:e::c::au.r..i..J J!'Y:-' TYPE CEMENT II AIR CONTENT _____ ....,_N,.,_/..::.::A"--------- UNIT WEIGHT N/A DESIGN STRENGTH ___ ..:::3~0~00:,:,_ _____ _ LOCATION OF PLACEMENT ___ P_an_el___;#,:_1_2_Bu_1._· l_d_i_n.:::._gE _________________ _ SPECIAL TEST INSTRUCTION OR REMARKS -'------------------------ REQUIRED STRENGTH (f'c) 3QQQ SAMPLES MADE BY Wade Anderson PSIAT __ 2....,8_._DAYS DATE RECEIVED IN LAB __ ..._.1 ?.._-~2..u8_.:-~88....__ ____ _ LABORATORY DATA AGE FIELD IDENTITY 7 28 28 LAB CONTROL NUMBER CPP 5 CPP 6 CPP 7 DATE TESTED 1-3-88 1-24-88 1-24-88 DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12.:. I TEST AREA SQ INCHES 28.27 28.27 28.27 MAX LOAD POUNDS 77.500 COMPRESSIVE STRENGTH PSI 2740 LABORATORY DATA REMARKS----------------- DISTRIBUTION------------- ALL SAMPLING AND TESTING . CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 REVIEWED BY: DATE ___ _ PREL\tv\\NARY REPORT WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT ____ c_an_y_o_n_P_a_c_i_f_ic __ P_h_a_se_I_I __________ PROJECT NO. 88-237 PROJECT ADDRESS __:2::...;7:...,:7...::;6_Lo=k.:::e:::.:::r'..L.,_C:::ar=l=s::::b=ad,,._ _____________________ _ CONTRACTOR -----~L=u=s=ar=d1=·------------------------- ARCHITECT/ENGINEER ___ L\,l~: s~ar:!=.J.ddw.i:..:.,·1 _______________________ _ TO BE BILLED ______ L_u_sar_d_i ________________________ _ BLDG. PERMIT NO. ____ .._.N....,/Ac:-_______ PLAN FILE NO. _______ N-'/_A _____ _ SAMPLE DATA REPORT OF Ol:CONCRETE D MORTAR D GROUT D OTHER ________________ _ SUPPLIER Escondido Ready Mix· PLACEMENT DATE ---=1:.::2=--....,3"'"'0.,_-_,8"'"'8,.__ ____ _ MIX DESCRIPTION ' 5 • 5 sack TICKET NUMBER __ __,3.w2 ..... l...,0.,_,6.w2.._ _____ _ MIX NUMBER _3;;:..;::_5;:c..5 ____________ TIME IN MIXER 23 Mj outes SLUMP 4 3 / 4 11 ADMIXTURE -----..cc.P.uO.c.o.Z.c.o.Z--13 .. 2 .. 2------ TYPE CEMENT ...;;I;:,;;:I:;__ ______________ AIR CONTENT ___ _.-'-'-'A,.._ _______ _ UNIT WEIGHT N/A DESIGN STRENGTH ___ ___,_3.l.1..0.l.l..0.l.l..0 ______ _ LOCATION OF PLACEMENT Panel #1 Buildj ng G SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ REQUIRED STRENGTH (f'c) ___ _..,,3:...,0 ..... 0._,0.___ ____ PSI AT 2 8 DA VS SAMPLES MADE BY __ ..:;W,.,.a._..d..,.,e.__..A..._n..,,a,..;e ..... r_.s....,.o,L/,n...._ ___ DATE RECEIVED IN LAB __ ..._J =-'-13=-CQ8....;.9i------ rl}&IE, IDENTITY 5 7 28 28 LAB CONTROL NUMBER CPP;-·13 CPP 14 CPP 15 CPP 16 DATE TESTED 1-4-89 1-6-89 1-27-8( 1-27-Bl LABORATORY DATA DIMENSIONS . INCHES 6 X 12 6 X 12 6 X 12 6 X l?. TEST AREA SQ INCHES 28.27 28.27 28.27 28,27 MAX LOAD POUNDS 64,000 COMPRESSIVE STRENGTH PSI 2265 LABORATORY DATA REMARKS----------------- DISTRIBUTION------------- ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80,·C78-75, C617-76 REVIEWED BY: ,, DATE ___ _ PRELIMINARY _REPORT ' . . ·~ . ' . . . . . . .. ,• . ... . . '··.. : . . . . "·'' . ,•, ,. . . . WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT Canyon Pacific Phase II· PROJECT NO. . 88-237 PROJECT ADDRESS 2776 Loker Ave. San· Diego CONTRACTOR Lusardi . ARCHITECT/ENGINEER _A_r_c_o_n __ '--------------------------- TO BE BILLED ---=Da=v ..... 1 ... • s.,.o ...... n_P....,a ..... r_.t..,..n ..... e ..... r .... s _______________________ _ BLDG. PERMIT NO. ---'-N~/_A _________ PLAN FILE NO.----~...._ _______ _ SAMPLE DATA REPORT OF ID CONCRETE D MORTAR D GROUT D OTHER ________________ _ SUPPLIER . Escondido Ready Mix PLACEMENT DATE __ l'-'-2""------'-3-"--0_-.,a...8-"'-8 _____ _ MIX DESCRIPTION 5 • 5 sack TICKET NUMBER __ __,_3 ..... 2 ..... 7 ..... 0 ..... 8 ..... 5------- MIX NUMBER ____ __,_......_ _________ TIME IN MIXER 20 Minutes SLUMP 5" ADMIXTURE ___ P_o_z _z _3_2_2_N-'-------- ·TYPE CEMENT ____ I_I __________ AIR CONTENT __ N::.:..:..../ A=------------ UNIT WEIGHT N / A DESIGN STRENGTH _·__,,,,3-"'0..>:C0--"'0 ________ _ LOCATION OF PLACEMENT Panel # 11 Building G SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ REQUIRED STRENGTH (f'c). ___ 3_0_0_0 ______ ps( AT 28 DAYS SAMPLES MADE BY __ 't1_~=a=d=e--=-cA=n=d=e=r.;;;;s...;;:;o..;;.;n ______ DATE RECEIVED IN LAB ------=l::....-_4::....-....;8=-:9=---- F~f~ IDENTITY LAB CONTROL NUMBER DATE TESTED LABORATORY DATA DIMENSIONS , INCHES TEST AREA SQ INCHES MAX LOAD POUNDS COMPRESSIVE STRENGTH PSI r:; CPP 18 1-4-89 6 X 12 28.27 60,000 2120 7 CPP 19 1-6-89 6 X 12 28.27 28 CPP 20 1-27-89 6 X 12 28.27 28 CPP 21 1-27-89 6 X 12 28.27 I LABORATORY DATA REMARKS----------------- DISTRIBUTION------------- ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 REVIEWED BY: DATE ___ _ PRELI/Vd l\J1\R Y REPORT WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT ____ c_an_y_o_n_P_a_c_i_f_ic __ P_h_a_se_I_I __________ PROJECT NO. 88-237 PROJECT ADDRESS _2_7_7_6_Lo_k_e---'r~,_C ____ ar=l=s ___ b=ad=----------------------- CONTRACTOR -------=L=u=s=ar=d1=·-·_· ----------------------- ARCHITECT/ENGINEER ___ L\il=· s=ar=d ..... i;..;., 1 _______________________ _ TO BE BILLED ______ L_u_sar_d_i ________________________ _ BLDG. PERMIT NO. ____ N...,_/'--"A~-------PLAN FILE NO. _______ N_;_/_A _____ _ SAMPLE DATA REPORT OF ml CONCRETE O MORTAR D GROUT D OTHER ________________ _ SUPPLIER Escondido Ready Mix PLACEMENT DATE ___ 1_2_-_2_9-_8_8 ______ _ MIX DESCRIPTION 5.5 sack TICKET NUMBER ----=3=2:..::.0-=..9;;..;91:::a.,__ _____ _ MIX NUMBER 355 TIME IN MIXER 1 Hour SLUMP 4.25" ADMIXTURE ____ __.P....,o"""zu.z._ ______ _ TYPE CEMENT II AIR CONTENT ____ ,.J..:U........._ _______ _ UNIT WEIGHT _____ N::.u..:.A..__ _________ DESIGN STRENGTH ___ 3,....0cu.Ou..0 _______ _ LOCATION OF PLACEMENT Bulding F Panel #15 SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ REQUIRED STRENGTH (f'c) ------=-30""'0""'0.__ ___ PSI AT 28 DAYS SAMPLES MADE BY Dan Azlin DATE RECEIVED IN LAB ---=1=2=----=3=0--8=8:::..-____ _ LABORATORY DATA Fl~f~ IDENTITY 7 28 28 LAB CONTROL NUMBER CPP 9 CPP 10 CPP 11 DATE TESTED 1-r:;-Aq 1-?f;-89 1-26-89 DIMENSIONS INCHES . fi "ll' 1? fi "ll' 1? 6 X 12 ' TEST AREA SO INCHES ?R ?7 ?~ ?7 28.27 MAX LOAD POUNDS 61,000 COMPRESSIVE STRENGTH PSI 2155 LABORATORY DATA REMARKS----------------- DISTRIBUTION------------- ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617·76 REVIEWED BY: DATE ___ _ PRELIN\INARY REPORT \... . : . .. .. ..... :• . ,,, ,\ . . . ., . . ,,t/i.... • ,•,t.. .... • ' • WYMAN TESTING LABORATORIES REPORT OF COMPRESSION. TESTS PROJECT Canyon Pacific Phase II, PROJECT NO. 88-237 PROJECT ADDRESS 2776 Loker Ave. San· Diego CONTRACTOR Lusardi . ARCHITECT/ENGINEER ..:A.::r:.:::C::::O:..:.n __ .....:....:,.__ _______________________ _ TO BE BILLED Davison Partners BLDG. PERMIT NO. N/A PLAN FILE NO. ____ _.:u......._ _______ _ SAMPLE DATA REPORT OF ~ CONCRETE O MORTAR D GROUT D OTHER ________________ _ SUPPLIER , Escondido Ready Mix PLACEMENT DATE __ 1=2=---=-3-=--0-----"'-8=8 _____ _ MIX DESCRIPTION 5. 5 sack TICKET NUMBER __ __;i.3"--:2.1.-l'J.1-0o.8;.i..5 ______ _ MIX NUMBER ----........ "-""----------TIME IN MIXER 2 O Minutes SLUMP 5 11 ADMIXTURE ----=-P-=O:.::Z:.::Z:____::3:_::2:..:2~N!--_____ _ ·TYPE CEMENT II AIR CONTENT __ N:;.!..!_/ A~---------- UNIT WEIGHT N / A DESIGN STRENGTH _-.3""'"0""'"0""'"0 _______ _ LOCATION OF PLACEMENT ____ P-"'a"""'n..,.e...,l_.#....,1 .... 1._..B"'-"u .... i,...1...,; a.,_.1...,· n"-,g;:i_ _ __:G,.,_ ____________ _ SPECIAL TEST. INSTRUCTION OR REMARKS ------------------------ REQUIRED STRENGTH (f'c) __ ..;;.3..;;.0..;;.0...;;;.0 ______ PSI AT _2_8 __ DAYS SAMPLES MADE BY Wade Anderson DATE RECEIVED IN LAB ___ __,1=--_4.::...--'8"'-9"'----- F~fcJ , IDENTITY t:; .7 28 28 LAB CONTROL NUMBER CPP 18 CPP 19 CPP 20 CPP 2.1 . DATE TESTED 1-4-89 1-6-89 1-27-89 1-27-89 .. LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 6 X 12 I TEST AREA SQ INCHES 28.27 28.27 28.27 28.27 MAX LOAD POUNDS 60,000 71.000 LABORATORY DATA :REMARKS----------------- DISTRIBUTION------------- ' . ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS 031-69, 039-80, 078-75, 0617-76 REVIEWED BY: DATE ___ _ - COMPRESSIVE STRENGTH PSI 2120 '> e;, n PRELiMB\IARY _REPORT WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT ____ c_an-'-yo_n_P_ac_i_· f_i_c_P_h_a_s_e_I_I __________ PROJECT NO. 88-237 PROJECT ADDRESS 2776 Loker, Carlsbad CONTRACTOR -----~L~u~sar=d~i._ ______________________ _ ARCHITECT/ENGINEER __ _,t!sl,l·u=": s!.!a!ar=h.dl.l.1"-=-· '~· ______________________ __;,,_ TO BE BILLED ______ L_u_s_ar_di_' ------------------------ BLDG. PERMIT NO. ___ _,,N,.,_/.._.A _______ PLAN FILE NO. ______ __:N=/_A _____ _ SAMPLE DATA REPORTOF 01:CONCRETE OMORTAR OGROUT OOTHER ---'---------------- SUPPLIER Escondido Ready Mix:,.. PLACEMENT DATE ---=1=2_-=3=0_-""'-8""'-8 _____ _ MIX DESCRIPTION 5 • 5 sack TICKET NUMBER __ __,3.,_.2.._.1...,0LJ6LJ2.._ _____ _ MIX NUMBER --'3c..;5;...;;5"------------TIME IN MIXER ___ ........._2w..3-JM.,,_3.,_' Du..lu..Jt....,e.::...S"'------ SLUMP 4 3 I 4" ADMIXTURE ____ _,p.._.a ...... z ..... z..__3..,_,?'"'"'?'------- TYPE CEMENT _I_I _____________ AIR CONTENT ___ _._,.......=.A _______ _ UNIT WEIGHT NI A DESIGN STRENGTH ___ _,3.L,O.,_,O.,_,O,.,_ _____ _ LOCATION OF PLACEMENT Panel #1 Buildj ng G SPECIAL TEST INSTRUCTION OR REMARKS ----------------------- REQUIRED STRENGTH (f'c) ----=3-=0..,.0...,.,0 ____ PSI AT 28 DAYS SAMPLES MADE BY __ .:.:W=a=d..,,..e......._.A..,.n..,..a..,..e ..... r .... s-o ..... n ____ DATE RECEIVED IN LAB --..i..l -=3-:...8~9-;i_ ______ _ ilh§..lr,, IDENTITY 5 7 28 28 LAB CONTROL NUMBER CPP}· 13 CPP 14 CPP 15 CPP 16 DATE TESTED 1-4-89 1-6-89 1-27-8< 1-27-8l LABORATORY DATA .DIMENSIONS INCHES 6-x 12 6 X 12 6 X 12 6 X 12. . I TEST AREA SQ INCHES 28.27 28.27 28.27 28.27 MAX LOAD POUNDS 64.000 76,500 COMPRESSIVE STRENGTH PSI 2265 2705 · LABORATORY DATA REMARKS---------------- DISTRIBUTION------------ ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS· 031-69, 039-80, 078-75, 0617-76 REVIEWED BY: DATE ___ _ PRELIMINARY· REPORT .. · . ···.: . . . . '~ . . ~ . .\••, '.·' . ·.ii Wy'rrian l 13230 Evening Creek Drive South I' ' Suite 218 -Testing . Laboratories San Diego, California 92128 '(619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE , OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE,LAM.FABRICATI0N THE SPECIAL INSPECTOR OF OREINFORCED MASONRY DPILE DRIVING O0THER JOB ADDRESS tOR WEEK 2776 Loker Avenue Building E NO, 88-237 ENDING 12-30 111 88 OWNER OR PROJECT NAME BLDG, PERMIT NO, · 1 PL.AN FILE NO,_ Canyon Pacific Phase II 88-1454 CONSTR, MAT'L (TYPE,GRADE,ETC,) ARCHITECT Reinforced Concrete Jim Edwards DESIGN STRENGTH !SOURCE OR MFGR, ENGINEER f'c 3000 psi Escondido Ready Mix Arcon Engineering DESCRIBE: MAT'L, (MIX DESIGN, RE•BAR GRADE 8' MFGR,I GENERAL CONTRACTOR Mix Design# 355 Lusardi Construction CONTR, DOING REPORTED WORK Rebar ASTM A615 Gr. 60 Lusardi Construction · Chord Bar A~TM A706 60 LAB RECEIVING Be TESTING CONSTR, MAT'L SAMPLES Gr. Wyman Testing .Labs CONCRETE INSPECTION 12-27 Inspected the reinforcing steel installation for panels per details 5 on sheet S-12 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, -and clearance. Verified member dimensions with inplace formwork. Verified dimensions of excavated locations. Inspected the placement and consolidation of 142 cubic yards of concrete, mix design # 355 in the following locations: panels, 4, 6 thru 9, 11, 12, 13, 16, 17, 18, 22, 34, 36, and 37. One set of 4 test cylinders taken from panel 12, building E. Slump test results 4 1/211 • Concrete supplied by Escondido Ready Mix. Ticket # 320958, truck # 447. Work inspected is in accordance project specifications and the UBC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY. THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, with the approved drawings, ' SIGNATURE OF REGISTERED INSPECTOR ./-Ls-<?<'./ C/41-3 2.:z, DATE OF REPORT REGISTER NUMBER Wyr:rjan -Testing ~aboratories l / 13230 Evening Creek Drive South I Suite 218 San Diego, California 92128 (619) 486-0354 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OREINFORCED CONCRETE . OSTRUCT, STEEL ASSEMBLY OPRE,STRESSED CONCRETE DREINF0RCED GYPSUM OGLUE,LAM.FABRICATI0N OREINF0RCED MASONRY OPILE DRIVING O0THER JOB AOORESS Carlsbad CONSTR, MAT'!. (TYPE,GRACE,ETC,) te Tilt-U SOURCE OR MFGR, DESCRIBE MAT'!., MIX DESIGN, RE•BAR GRADE 8: MFGR,) . 0 Electrode AWS E71T-7 E71T-ll NO, 88-237 FOR WEEK ENOING 1-13 BL.CG, PERMIT NO, PL.AN P'IL.E NO, 88-1454 E F G ARCHITECT J.I. Edwards ENGINEER Arcon En ineer GENERAi.CONTRACTOR Lusardi Construction CONTR, DOING REPORTED WORK Dou Fine Weldin 111 89 L.AEI RECEIVING & TESTING CONSTR, MAT'!. SAMPI.EB Wyman Testing Labs WELDING INSPECTION 1-7 Visually inspected the fillet welding of the panel hold down plate connections in the following locations: detail 17 on S-11, panels 26 and 28, building? panel 1. Visually inspected the fillet welding of lintel plate and angle connections in the following locations: detail clarifications and 23 on S-12, panels 3 and 14. Visually inspected the· flare bevel groove ~elding of the chord bar connections in the following locations: weld schedule 2 on S-12; panels 28 to 29, 5 to 6 to 7; 8 to 9, 11 to·12 to 13, 15 to 16 to 17; 18 thru 21, 24 to 25. Chord bars are A706 which do not require preheat per AWS Dl.4. Verified the carbon equivalent of reinforctng steel to be welded with mill certificates. 1-10 Visually inspected the fillet welding of the lintel plates, corner angles and beam bucket connections in the following locations: details noted on S-7 for panels 1 to 23, ~ to 4 to 5, 20 to 21 to 22; panel 16, 19 & 23 beam buckets. Visually· inspected the flare bevel groove welding of the chord bar connections in the following locations: per schedule 2 on S-12; panels 6 thu 11, 12 thru 16, 17 to 18. 1-11 Visually inspected the fillet welding of the weld plate and angle connections in the following locations: Building G, on panels 1, 21, 19, 20, and 4. · Visually inspected the fillet welding of the'beam bucket connections in the following locations: panels 21, 9. This report concludes the welding inspection for this project. CERTIFICATION ·oF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, STEREO INSPECTOR ~,. k-14&-i?:&~ REGISTER NUMBER Wy'ryian -Testing Laboratories COVERING WORK PERFORMED OREINFORCED CONCRETE 13230 Evening Creek Drive South Suite 218 San Diego, California 92128 (619) 486-0354 , OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE•STRESSED CONCRETE OREINFORCED GYPSUM OGLUE0LAM,FABRICATI0N THE SPECIAL INSPECTOR OF OREINF0RCED MASONRY OPILE DRIVING O0THER JOB ADDRESS IFOR WEEK 2776 TokAr Ave. W(B]dg-. E) Carlsbad NO. 88-2~7 ENDING 1-n 19 OWNER OR PROJECT NAME Bl.CG. PERMIT NO. . , PL.AN FJL.E NO •. Canvon Pacific -Phase II 88-1452E CONSTR. MAT'L. [TYPE,GRADE,ETC.) ARCHITECT A615 Reinforcing-Steel James I. Edwards DESIGN STRENGTH ·1SOU-RCE OR MFGR. ENGINEER Arcon En!!ineering- DESCRIBE MAT'L.. (MIX DESIGN, RE•BAR GRADE & MFGR,) GENERAL.CONTRACTOR T,usardi Constr11r>ti on CONTR. DOING REPORTED WORK T ,11sardi 0nnstr11r>ti on I.AB RECEIVING & TESTING CONSTR. MAT'L. SAMPL.ES REINFORCING STEEL VERIFICATION 1-4 Inspected the reinforcing steel installation for loading ramp retaining wall along line F X 1 to 2.1 I and trash enclosure ·footing lines 3.2 & 4 X F to F.5 per details noted on approved drawings. Inspected reinforcing steel and clearance. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY _THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PL.ANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUI LOI NG LAWS, for size, grade, lap, locations, REGISTER NUMBER 8!1 Wyr:tjan l 13230 Evening Creek Drive South · Suite 218 -T.esting Laboratories San Diego, California 92128 '(619) 486-0354 OREINFORCED CONCRETE . OSTRUCT. STEEL ASSEMBLY COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OPRE,STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINFORCED MASONRY OPll.E DRIVIN.G O0THER JOS ADDRESS WELDING INSPECTION 1-4 E FOR WEEK ENDING . PL.AN FIL.E NO, • Edward Visually inspected the field welding of roof frame .connections in the following locations: glue lam beam buckets on panels 1, 3, 6, 20, 22, and drag beam buckets on panels 1, 3, 15. CERTIFICATION OF COMPLIANCE SIGNATURE: OF REGISTERED INSPECTOR 111 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, 1-b-&C/ 3/8 c ATE o F REP o RT ~~n~E~G~I s""T""E,...R_N __ U_M_B_E_R __ ;, . ' . . . -'\J j'A · ·· av: ' ARCON. ENGINEERS ... -iTI-M:_-_._-_ ..• -" ----D __ AT.;.;;;.;I: _____ _ . -r-C o' ft ,. 0 '~ • A T I O N . . .. PAOIZ OF t :· BISHOP GRAPHICS/ACCUPRESS REORDER NO. A44380 ~E'lI~1~~t J(_O~ ~-\ w; MIL--Sf~ IIJ •. .. , ... :·· ' .f.MJ~ttf rJMdi. ·· ... ~1f~. ff-P-...... .·~ . .. • II • . ' ·• . , .. ~, ·-~t s,12:, f.:c,VI$ ~ffi\ ~AMI~ ~ M11,. ~OS' . ' . _J_1~_~_;_·G_,•;_n!_:v_~_~_rL~-~_; _A_rc_h..,..lte_c_t ___ lcANYONII PAC_, 1 ___ F .. '_c, II CD 3~ JD ~ San Dieqo, California 92126 L __ _ __ BISHOP GAAPHICS/ACCUPRESS REORDER NO. A«380 ·; ·~-;:'f.~~~:~.£3f·!:¥:i~£-%J.. .... ~~ ... ~-~~~ '~~ :~·· ·' . · :-.t•:-.M.~i§t-~-:.~ ·. ':-~\ ... ·.'~·;-..·, .... -.7;~-fl:.-/·:'J:. .. "irfff/.,,,-£!~~~t!f-~:~"'.~}-r..~-:~~ .. ~1~.:::-.... :~:-~~~--,~..: .. -:.;~~ ._:-.:::..-::,,:~#-}:'»\ ..... ~~~~"; ;"'~-;~'ia ""...;r::-:--~~~-:.-: -~:it//:1') • • I ·'1"' .: .. ~.~. ... . .. . .. 21 James 1. Edwards, Architect f ANVON 11 PACIFIC II ~D 37 10617 Glendover Lane • San Dieqo •. California 92126 L..-..;:.,;,.;. _ ___,;,....;... _______ ___, BISHOP GRAPHICS/ACCUPRESS REORDER NO. A44380 If J ... . · WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT _______ C.;..;a=n:.;;..y,_· o=n::.;;....;P;:;;__a=c~i=f=i..;;.c__,;:;_P=h=a=s-=e-=I=I'--_____ PROJECT NO. __ 8_8_-...cc2;..;:;3_;.7 __ PROJECT ADDRESS ___ -.t:.2..!.7..!.7.::!.6__::L~o~kc=e:.:!:r._!;A~v~e::..!.e-!::S:'..=a!:.=.n=--!:D::'..::i~e::.::g:e0,1_ ______________ _ CONTRACTOR ----~L~u~s~a~r~d~i._ ________________________ _ ARCHITECT/ENGINEER __ ..:;_A;:.;;;r;_;c;_;o;..::n;:__ ________________________ _ TO BE BILLED ______ _;D:::_:a:::::.v.!..~::.·'~S:::::.O!.!.n--=..P.:::a=.r..:::t.!.!n~e~r.!::s:_. _________________ _ BLDG. PERMIT NO. _N __ /_A ____________ PLAN .FILE NO. ____ ..::u.-t.A~------- SAMPLE DATA REPORT OF [){CONCRETE D MORTAR D GROUT D OTHER ________________ _ SUPPLIER Escondido Ready Mix PLACEMENT DATE __ 1-'---"--2-~2 ..... 3=-.u.8.u.8 ______ _ MIX DESCRIPTION 5, 5 sack TICKET NUMBER ---1-3 .... 2J,,1.00-80-8-1--7-------- MIX NUMBER ___ .,,,.3.,,,.5-""'------------TIME IN MIXER ----..i:2;.-1.0f-l)M~irin-i-.u*"t;.(;e~s,,__ ____ _ 4i2" 3 SLUMP ADMIXTURE -----=-P~o~z~z_...,,_£,,..2£,..2 ______ _ · TYPE CEMENT ...:I=I"'--------------AIR CONTENT -----.u!-1-ti------~- UNIT WEIGHT N / A DESIGN STRENGTH __ __,_3_._._Q_._._Q....,.Q _______ _ ' LOCATION OF·PLACEMENT Panel # Building E SPECIAL TEST INSTRUCTION OR REMARKS _....:...... _____________________ _ REQUIRED STRENGTH (f'c} _____ 3_0_0_0 ____ PSI AT 28 DAYS SAMPLES MADE BY ____ w_a_d_e_A_n_d_e_r_s_o_n ___ DATE RECEIVED IN LAB ___ _,,1...,2._-_.2._,7'--__,8,_,,8.,__ __ _ ' .. · .·. Fff:i~ ·. IDENTITY ' 7 · • •, 28 28 ·.·. LAB CONTROL NUMBER CPP 1 CPP 2 CPP 3 DATE TESTED LABORATORY DATA DIMENSIONS· INCHES TEST AREA SQ INCHES MAX LOAD POUNDS 76 000 109 500 116 000 · LABORATORY DATA REMARKS----------------- DISTRIBUTION-------------r2ag ~,WED BY: ALL. SAMPLING AND TESTING , CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS 031-69, 039-80, 078-75, 0617-76 DATE ;J/J/89 COMPRESSIVE STRENGTH PSI 2690 3875 41 ' • • :":•, •,: ,• ',' 0 ,._ • , ,•'• -. : ,: , ' I • 1 , ! ~ ' , ,• :• 4 , 1 ' , / ' , '• t ' • t .-WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT ______ _:.C_;.;a;.;;;.;n'-',9:...:;.o..;;;..;n__..P..;;;..;a;.;;.c __ i ___ f,.;;;;i_:.c_P.;..;h...;.;a_:.s..;:;;e-=I=I-----PROJECT NO. _ _:.8_:.8_-..::;2:..;::;3...;.7 __ PROJECT ADDRESS ___ ...;.;2:::..7~7'--'6=-=L=o=k=e=r=-=A=v'--'· e:::..•=-=S=a=n_,__,,D=i=e::.;:g:,.,:O:c-_____________ _ CONTRACTOR ___ _,L~u~s=a=r~d,,,..,._' ________________________ _ ARCHITECT/ENGINEER ___ A_r-c.c_o_n ________________________ _ TO BE BILLED ______ ..;;;;D_;;a;:..:v..;:;;±:.;.;;·s:...::o=n:;__;;:P...:;.a=r;..;:t;;.;;.;n:...::e=r=s'--_________________ _ BLDG. PERMIT NO. _N_,___/ ___ A ______________ PLAN FILE NO. ------"Ne:LL-!A,._,_ ______ _ SAMPLE DATA REPORT OF ~ CONCRETE D MORTAR D GROUT D OTHER ________________ _ SUPPLIER Escondido Ready Mix PLACEMENT DATE 12-27-88 MIX DESCRIPTION 5.5 sack TICKET NUMf?ER _____ 3=2 ...... D-9~58'-'------- MIX NUMBER ____ -. __________ TIME IN MIXER -----<h32d.-l"MY=iH-n,bl'llltl:*e~s.----- SLUMP 4½" ADMIXTURE _____ _._P.,,._o...,zz..._3 ..... 2.,...2_.N.,.__._H...,_j ~gb ...... e .... a ..... r ..... J Y-i<- TYPE CEMENT ___ --.-I_I _________ AIR CONTENT ____ ___.N=A'--------- UNIT WEIGHT N/A DESIGN STRENGTH ----=3=0..:::.00=-------- . LOCATION OF .PLACEM~NT Panel #12 Building E i SPECIAL TEST INSTRUCTION OR REMARKS ----------------------- J' •• • : · _·REQUIRED STRENGTH (f'c) 30QQ ;: .'. ·sAMPLl;:S MADE BY Wade Anderson PSIAT--2 ..... 8-DAYS DATE RECEIVED IN LAB _ __.1,J.2~-...... 28.,_-_...Scu.S ____ _ .. ;•' LABORATORY DATA AGE. LAB COMPRESSIVE · , FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH ;·;·. :"IDENTITY · NUMBER TESTED INCHES SQ INCHES POUNDS PSI .7 CPP 5 1-3-88 6 X 12 28 77 500 ,/,. .28. CPP 6 1-24-88 6 X 12 . 28.27 123 000 28 CPP 7 1-24-88 6 X l2j'. 28.27 121 000 · · LABORATORY DATA REMARKS----------------- DISTRIBUTION--:....,---------- ~Q ~: ALL SAMPLING AND TESTING . CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS DATE :YI /9.f . · C31-69, 039-80, C78-75, C617-76 . 2740 4350 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT ____ c_an_yo_n_P_a_ci_· f_i_c_P_h_a_s_e_I_I __________ PROJECT NO. -=88,,,_-.....,2"""3...,_7 __ _ PROJECT ADDRESS __:2:!,_!7_:..7.:::.6..::Lo=k::::::er=-'-, ...::Car=,,;l:,!s:!!:b~a!:z!d'----------,.;..--'--------------- CONTRACTOR -----~L~u~sar=a~·,_ ______________________ _ ARCHITECT/ENGINEER __ _,L...,·u=s,.,.,ar..._d,...1..,_' (.,_i --'----------------------- TO BE BILLED ______ L_u_s_ar_di_' ------------------------ BLDG. PERMIT NO. ___ _,,,N,.,_/=A _______ PLAN FILE NO. _______ N=/_A _____ _ SAMPLE DATA REPORT OF ell CONCRETE D MORTAR D GROUT D OTHER ________________ _ SUPPLIER Escondido Ready Mix PLACEMENT DATE ___ l,;_2-......:2:..:.9_-..:;_88.:;__ _____ _ MIX DESCRIPTION __ 5;;..;•:-;;5-"'-'sa;.;..;c;..;;.;k;..._ _______ TICKET NUMBER ----=3=2-=-0=-=99:::...:1=------- MIX NUMBER 355 TIME IN MIXER 1 Hour SLUMP ------'--4-"-.2=-5"'-'-' ---------ADMIXTURE ____ _...P_,_o""'-z£J..z _______ _ :TYPE CEMENT· II AIR CONTENT ____ J.U...J;.:i__ ______ _ · UNIT WEIGHT N A DESIGN STRENGTH __ _.3 ....... QQ...,..Q.,__ ______ _ .. · ·. LOCATION 0~ PLACEMENT __ .:::,BU::::.:1:::::d~i:.:.::ng.:l-::F:.-:::.P.:::::an:.::e:::::1::.....u.#.:15::::,._ _________________ _ SPECIAL TEST INSTRUCTION OR REMARKS ----------------------- ·· .. REQUIRED STRENGTH (f'c) 3000 PSI AT-=28"'-_ DAYS :;._:,.,SAMPLES MADE BY -=D=an;;.;;;_A_z=l'-'-in ________ DATE RECEIVED IN LAB _....:1::.,:2::....-..:::.3~0-....:8::_::8:__, ____ _ ' ' LABORATORY DATA ., . .;.._ ___________________________________ _ F1tf~ . · · .. IDENTITY. 7 28 .. , .... 28 '' '.;,'. ,,.·, .· . .. LAB CONTROL NUMBER CPP 9 CPP 1n CPP 11 DATE TESTED 1-"1-. 1-?n-89 1-26--89 . ' DIMENSIONS INCHES h Y· 1? i:-v 1? 6 X 12 ' TEST AREA SQ INCHES 28.?.7 ?FL?7 28:27.i MAX·LOAD POUNDS 61,000 1oi,ooo 108,500 .... LABORATORY DATA REMARKS---------------- . . .. .. DISTRIBUTION ___________ _ ·ALL SAMPLING AND TESTiNG CONDUCTED IN ACCORDANCE WITH . . ASTM STANDARD-DESIGNATIONS C31-69, C39-80, C78-75, C617-76 ~ DATE .2/6/Bf. COMPRESSIVE STRENGTH PSI 2155 3570 3835 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT Canyon Pacific Phase II, PROJECT NO. __ ._8_8_-_2_37 __ PROJECT ADDRESS 2776 Loker Ave. San· Diego CONTRACTOR Lusardi 'ARCHITECT/ENGINEER _A_r_c_on __________________________ _ TO BE BILLED ---'D=a=v'"""i .... s,.,.,on.,.__.,p....,a..._r...,tn=e ...... r ...... s'------------------------ BLDG. PERMIT NO. --=N,...;c/A'"'----------PLAN FILE NO.----~.._ ______ _ SAMPLE DATA REPORT OF ID CONCRETE D MORTAR D GROUT D OTHER ----------------,---- SUPPLIER , Escondido Ready Mix PLACEMENT DATE 12-30-88 MIX DESCRIPTION 5 -5 sack TICKET NUMBER ___ 3 ...... 2 .... J ...... · 0 ...... 8,_5,_ _____ _ MIX NUMBER ----------------TIME IN MIXER __ 2-0_._.M_i-n_u-t_e-s ______ _ SLUMP 5 11 ADMIXTURE ___ P...;;..o_;_z_;_z_..;;;_3=2=2_N=------- ·.TYPE CEMENT II AIR CONTENT __ N~/_A _________ _ . UNIT WEIGHT ___ _.;;..N:.:../..;:.;A'---------DESIGN STRENGTH --=3=0=0=0 _______ _ ·. LOCATION OF. PLACEMENT ----=-P=a=n.,,..e_l_....#.a.l_l ~B .... u .... 1 .... · ~ .... ia ..... 1_· n..._g_,_ __ G _____________ _ . SPECIAL TEST INSTRUCTION OR REMARKS ----------------------- REQUIRED STRENGTH (f'c) __ 3_0_0_0 ______ ps1 AT 28 DAYS SAMPLES MADE BY __ w_a_d_e"--A_n_d....,e=r"-s __ o_n ____ DATE RECEIVED IN LAB ------=-l_-...:,.4_-=8 "'-9 ___ _ . :, -------------------------------------LABORATORY DATA ·, ··.;...· ...... · ------------------------------------ . ·. · i:~EJ co~~~oL DATE DIMENSIONS TEST AREA .,.· .. _·IDENTITY · NUMBER TESTED INCHES SO INCHES MAX LOAD POUNDS COMPRESSIVE STRENGTH PSI CPP 18 1-4-89 6 X 12 28.27 2120 ,:..• .. .. ·. 7 CPP 19 1-6-89 6 X 12 28.27 1-27-89 6 X 12 28.27 " : . 28 CPP 20 ., .. , 113,500 4015 1-27-89 6 X 12 28.27 , . . . ' 28 . CPP 21 ... 113 500 4015 . , ··: f-·.;._.. __ -1------t----i1------1-------+--------j--------i . . ·. LABORATORY DATA REMARKS------------------- DISTRIBUTION -----'---------- ALL SAMPLING AND TESTING · CONDUQTED IN ACCORDANCE WITH . ASTM STANDARD DESIGNATIONS C31-69, 039-80, C78-75, 0617-76. !/LL~:::2:Y: DATE~/z/eJ = ' --l ... -."f -~ WYMAN TESTING .LABORATORIES REPORT OF COMPRESSION TESTS PROJECT ____ c_an_;;;..yo_n_P_a_ci_' f_i_c_P_h_a_s_e_I_I __________ PROJECT NO. _8~8,,_-_.,2~3.,_7 __ ___ PROJECT ADDRESS __:2:..:7,.,;.7..::.6,_:Lo=k::::e=-rL-, ..::car==ls~b~a~d,.._ ____ ____; __________________ _ CONTRACTOR -----~L~u=sar=d~i~----------------------..;.._---·-J- ARCHITECT/ENGINEER ____ L!.!l·Ul:!=: s,!.l,!ar~d1.:.' r.i..1 ------------------------- TO BE BILLED· ___ .:...;.. __ L_u_s_ar_di_· ------------------------ BLDG. PERMIT NO. ____ ._,,_N,,,_/==A _________ . PLAN FILE NO. ______ ....;N:.:.:/_A _____ _ . SAMPLE.DATA REPORT OF ct CONCRETE D MORTAR D GROUT D OTHER ________________ _ . SU~r:>"r..lER Escondido Ready Mix~~ PLACEMENT DATE ---=1..,.2,__--"'3'-""0'----"'8'-"'8'--____ _ MIX DESCRIPTION 5 • 5 sack TICKET NUMBER __ __..3'-""2,_1..,.0_,..6 ..... 2 ______ _ MIX NUMBER 3 5 5 · TIME IN MIXER ____ 2 .... 3...._,Mu..J ..... • Du.Ju..] t...,e ..... s..,_ ___ _ ·. · · SLUMP 4 3 / 4 11 • ADMIXTURE _____ P1:.10..LZc:..;Z"-3;J...2c...2'------- ,'-TYPE CEMENT· II · AIR CONTENT ___ _._,~A _______ _ 1 \jNIT WEIGHT N/A DESIGN STRENGTH ---~3.,_,0.,_,0.,_,0...__ _____ _ ',' i :;:,/;i.:c;:>OATION Of PLACE~E.NT _. __ ..:::P..:::a,:,:.n..,.e"-=l'-"#'-"l..._..,B..,.u,...i....,J"""·di..i.i..iJn"""g'--l.:lG1-______________ _ ~:;.{:-': · ... :,Y/jSPECIAL TEST INSTRUCTION OR REMARKS _____ .:...;.. ________________ _ {gt:·. ". . . . it·t:f~!RE°bUtRED STRENGTH (f'c)' ------""3 .... 0..,._0.,._0 _______ . PSI AT 28 DAYS .~:!-o-'l t .. , b;'.:n~Si\MPLES MADE BY · Wade Anderson . DATE RECEIVED IN LAB __ .i..;1 -::::..3.;i..:-=.,$;.>..;9;,------f i::::: .· .· . r;,:$.~\:·· · . · . LAB ·,,\'.·);'.i'-'.·(~1t, ,· CONTROL:. \\:··._:_":;)fOENTITY · · NUMBER DATE TESTED 1-4-89 1-6-89 1-27-8 1-27-8 LABORATbRY DATA .DIMENSIONS INCHES 6 · X ·12 6 X 12 6 X TEST AREA SO INCHES 28.27 28.27 COMPRESSIVE MAX-LOAD STRENGTH POUNDS PSI 64 000 2265 76 500 2705 119 000 4210 95,500 3380 ,, ., t i· ,J •• . ,., ;r·; ' ,",,· ., .. '' l ............._~· ... Wyman Testing Laboratories .~. 13230 Evening Creek Drive South Suite 218 San Diego, California 92128 (619) 486-0354 COVERING WORI< PERFORMED OREINFORCED CONCRETE . OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPAE•STRF.SSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY DPILE DRIVING OOTI-IER JOO AODnEss lr-on WEEK ?.7Rn T,0k'Ar Ave. Carlsbad NO. 88-237 ENDING 19 89 OWNER on PROJECT NAME DL.PG. PERMIT NO, · 1 PL.AN FIL.ENO. Canvon Pacific Phase II Bldg. G 88-1454 G CONSTR. MAT'I.. (TYPE,GRAPE,ETC.) ARCHITECT Jim Edwards DESIGN STRENGTH !SOURCE OR MFGR. ENGINEER Arcon Engineering DESCRIBE MAT'I... (MIX DESIGN, RE•BAR GRAPE Ile MFGR.) GENERAL.CONTRACTOR Lusardi Construction CONTR. DOING REPORTED WORK I..AB RECEIVING Ile TESTING CONSTR, MAT'L. SAMPI..ES CERTIFICATION OF COMPLIANCE Wyman Testing Labs here-by certify that we have. performed a11 the "Special Inspections" required by the local building department (i.e. Concrete, Reinforcing Steel and Welding ) and have found this work to be in accordance with the approved plans, specifications, Permit No. 88-1454 code. CERTIFICATiON OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, G and applicable building F:C'..J / ,:e-..·::EF-:cc-: TEL.ECIJF'IER 7[':l.0 ; 12-9-ea 1_,.,\-,c,J.·"f'-,_c•::i l(l·'"="::l i--··1q c-7,::, 0974· -·4,i'O''U ,l!'i C. ~·· ._1 .,. •• _, .:i :J ·-_1 I u ,_ . ._ I .... -~ ... , . . . . . .. --. Df.C 09 '88 11): 29 'fF.:r:lf'lE SAN DltG(i 1E':37AM; PA) COX MECHANICAL TRANS· ~ay Cox Mechani~aJ 10625 scrJpp~ Ranch Blvd. s~n Di~go, OA 92131 1\.LU:mt..ion; Bri.:tl'l Co¼ 2406'='; ** 2 (Jf) 6 F-'.1.·? fil,,,;,,Hi!rJ HIJJ,yriHJ;;ih Pi~i,:,;,/ fl'1(lrisq~r ('~1·111~"~'1,JI .~/;;;; iefereni;;e; l\ppJ.icath)ri t>f Rooftop Packag~d m)aL Pu111pi:; .1.u el W~rehOUS'lil Dear Brian; l-'~..L <.>Lu; 1.;!onvcraa t.ion. th~ dl1c. l. inu r;:if aml:ii~nt air. i~ h :i.',Yl!l:C 1, tl11,; ,i;r.H,;if i:.; 1.mnecessary in Lhis applioa,:.ion, ':;;'}·.,, ~rovide normdl warranty lor this applic~tion. ~~e Tta~e compeny ........--;:-: ,.::;,,.,. ----<-6-::-\: =-. 70~~-.._~) clu.· i!! Nt\vJ:1.r 1.·o Salct:i Enqinc:cr ams 12/9/88 Brian Cox says ~his means that the heat pump (pumps) installed INSIDE the warehouse rather than on the roof are approved by the manufacturer. \ . December 6, 1988 Carlsbad Building Inspection Department 2075 Los Palmas Drive Carlsbad, CA 92009 Attn: Mr. Carter Darnell === ====i c::::t =c::::r -= = t.::::===:I r:::::, c-'r-:::::1 -c==:=1 c:=::=:I = == = ==== c::::t = =---= = = = = = ~~~ = = = = = "--i:::i:::?' === RAY COX MECHANICAL INC. Re: LOCATION 2572,76,82 LOKER AVENUE PROJECT, CANYON PACIFIC E,F,G Dear Mr. Darnell: Enclosed are three (3) letters referencing permit# 881454. All requirements as called for by the Building Inspector and the heat pump manufacturer are satisfied by the design. If you have any questions or require further clarification please Ca 11 . Silrely, l~~ Project Manager jld/enc. 10625 Scripps Ranch Blvd., Suite C•San Diego, CA 92131 •619/271-7100• FAX 578-8974•Cont. Lie. No. 364075 TF:: 02 ,,. ' ~ --~ 'B8 lf,: 41 l·JHF'E :=:, f·lALOJMB 51'3 546 10f,2 NOVEMBER 23. 1988 TO: CARTER DARNELL FROM: PRINCIPAL BUILDING INSPECTOR LOCATION 2572, 76, 82 LOKER AVENUE PROJECT, CANYON PACIFIC E, F, G Fl •-;t ~·--> • C./· C.. As per your request, the approval to install outdoor type heat pumps can only be approved by the manufacturer submitting a letter of consent to this installation within the building confines. ----,._ ·-· .. ·-1---·,-·--: ... --An adequate circulating air supply must be provided for proper performance of the unit, which is to be determined by the manufacturer or installer. The owner and manufacturer must be made aware of possible malfunctions of the heat pumps, therefore, the owner of the building shall be he1d liable as to inadequate performance of the units, if any. We will need a letter from the owner also. 1 We have had no problems with the previous installation along the coastal area and that was a one shot deal as per Emile Plude's suggestions. I would prefer not to encourage this type of installation because of setting future precedence on new buildings, and contrary to the manufacturers installation sheet. TONY MATA bjn 19BB-12-(.12 16: :3 6 F'AGE = I.) 2 .... . '. November 11, 19f3°8 Mr. Jerry Peppler Bell Industries, Inc. 9707 Aero Dr. San Diego, CA 92123 Dear Jerry:_ fl~X[U fJ/\TE _ _l\ -l L_r Regarding Day and Night 542G packaged heat pumps, a unique but common installation of this equipment is installed on mezzani~es within buildings. This installation entails ducted condenser air, discharge~. vertically, not exceeding 10 feet and free area of the discharge duct being twice that ~of the inlet. Make-up-air-is p,rov·i·ded by means of skyli9hts or relief vents. Because of the governing agencies and building owners concern of this installation, Ray Cox Mechanical requests a written letter of ~~proval for this installat~on, from the manufacturer. Pete Avila Project Manager /dls •>"' ,_ I, 106?5 Scrirrs l~nnch 131vcf.. Suite C•San Diego. CA 92131 •619/271-7100•f-AX 578-897'1 •Cont. Lie. No. 36'1075 . ' .... UNITl!D TICHNOLOGIES CARRIER Novem1ber 18, 1988 Bell !~du~tri~~, Inc. <J707 Aero Drive San Diego, CA 92123 Attn: Hr. Jerry Peppler SUBJECT: DUCTED P!SCHAROE All 5420 Dear J~rry: 61'3 279 5744 [1[1[11 F' , 02 earner Corporstlon 7~10 W, Moms Stroot P.O. Box 70 lnd!Qnti,ofl•. iN 46206 (317) 243·085, Duot~d outdoor discharge ait will be acceptable if the re~ulting ihcr~e~~ in compre~sor disch~rse pressure is kept at or below 25 p~ig. Thi~ acoeptance applie~ to 5~2C and 5590 packaged heat pllllps and air conditioner~ •. Another approach to thi~ applicatiOh would be to let the outdoor fan discharge directly into the open w~rehou~~ ep~oe. Note that adeqt.Jate prov iaioni, rnu=i.t be mad!!, for th~ containment and diopoM.1 of' defrost water.. .Anytime th·t!I arnbi~nt temperature fall$ bl!llow 47 degrees, there is a po~sibility of a dlefroat cycle. Sincerely, Pilul Jucl<ey Re~idontial Product lngineering PJ/:tl~ TDTHL F'.C:t'.2 BOP-7-IA 1::1 a :=:--1 1-1 s 08:25 PAGE= 0~ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-I 468 DATE: ::Z.2 LJ,k~T ~'!JON ~KER uFILE COPY JURISDICTION: ?LAN CHECK NO: o.= SET: CUPS CDESIGNER PROJECT .~DDRESS: :25' 7 ,2_.) 76) '3 2. Lo l<:,S./Z-. A re ----"-------------.....;..:.- PROJECT NAME: C.t1/V' yor.1 ,0 4c; Fl c. ------------------------ D D 0 D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when-minor deficien- cies identified oJv ,4~cif~£} c..tsr are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return ~o the applicant contact person. ~ The applicant's copy of the check list has been sent to: . J;M Eow-4/Zos A.e.cf.1-rm-c:r /0617 <:;"c..E/1./D ov'IE'.12.. :=:~N 011.Fc;, 0 ./ C-1-9212.~ O Esgil staff did not advise the applicant contact person that plan check has been completed. ~ Esgil staff did advise applicant that the plan check h~s been completed. Person contacted: J1.-vi E ow,:;,2..os Date contacted: //-ZZ.-8? Telephone # /N Pr--/2.-So...J D REMARKS: _________________________ _ ay, 12.n-c#zL ESGIL CORPORAT10N Enclosures: ----------- Lo.::J />.J '-<):! a~ CITY OF CARLSBAD PLAN CHECK NO. 88-1454, SET III NOVEMBER 22, 1988 REMAINING ITEMS FROM ORIGINAL CHECK LIST 5. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. The P, M and E sheets must be signed. 289. The building official must review the outdoor packaged heat pumps being installed within the building. If you have any questions, please-contact Robert C. Hoglen or Glen Adamek of Esgil Corporation at (619) 560-1468. Thank you. .. NOVEMBER 23, 1988 TO: CARTER DARNELL FROM: PRINCIPAL BUILDING INSPECTOR LOCATION 2572, 76, 82 LOKER AVENUE PROJECT, CANYON PACIFIC E, F, G As per your request, the approval to install outdoor type heat pumps can only be approved by the manufacturer submitting a 1 etter of consent to this installation within the building confines. An adequate circulating air supply must be provided for proper performance of the unit, which is to be determined by the manufacturer or installer. The owner and manufacturer must be made aware of possible malfunctions of the heat pumps, therefore, the owner of the building shall be held liable as to inadequate performance of the units, if any. We will need a letter from the owner also. We have had no problems with the previous installation along the coastal area and that was a one shot deal as per Emile Plude's suggestions. 'I would prefer not to encourage this type of installation because of setting future precedence on new buildings, and contrary to the manufacturers installation sheet. TONY MATA bjn ESGIL CORPORATION 9320 CHESAPEAKE DR., SVITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: Z! LJAPPLICANT ~CTION ~ECKER CFILE COPY CUPS :·DESIGNER JURISDICTION: _C,_0:J_,_ __ o_r= ___ C_A_ru, __ s_.S_4_.o _____ _ PLAN CHECK NO: 83-IC/ S---1 SET: ;iT ------------------ PROJECT ADDRESS: ;2$" 72.,, 76} if''L Lo/cs12-....... PROJECT NAME: C4Ny orJ p~ (:.. 1 ~ 1 c D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified~------------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fWA The check list transmitted herewith is for your information. [{41 The plans are being held at Esgil Corp. until corrected J;AlelZ-tStJ Ds:s,r;.-J 1 plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ~ The applicant's copy of the check list has been sent to: J;,-.,., Et>w-4-1'2-0s A~'1Ur / 0-6 17 (i°L1:dO ov£ 12_ O Esgil staff did not advise the applicant contact person that plan check has been completed. ~ Esgil staff did advise applicant that the plan check has '[}o,-,..e_ been completed. Person contacted: Jp,-1 Et?w4--Z-D..s Date contacted: //-7/ ... i'? Telephone # 5-c/6-//2-I D REMARKS: ________________________ _ By: W C Jc/4,;£___ Enclosures: _____ _ ESGIL CORPORATIOOT CITY OF CARLSBAD PLAN CHECK NO. 88-1454 NOVEMBER 21, 1988 ENERGY 282. A. The exterior wall between the conditioned office spaces and nonconditioned warehouse spaces is not shown in the CF-2, CF-1 and the SCM i·nput. (plans show more wall area) B. The energy design shows the roof insulation on top of the drop ceiling. The building plans shows the roof insulation just below the roof sheathing. Please correct so both agree. C. The architect must sign the envelope compliance on Part 2 of CF-1. 289. The building official must review the outdoor packaged heat pumps being installed within the building. If you have any questions, please contact Robert C. Hoglen or Glen Adamek of Esgil Corporation at (619) 560-1468. Thank you. I .. ' ; ' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619(; 1 g1 / l}6 '-/- DATE: Ocrc::>/3£/L 2/ fl:> JURISDICTION: C, ·· or C,4,z.'-.s JS.rJ---,t;) __ ..;......1:...._ _ ___,.,...._ __________ _ ·JURISDICTI ·PLAN CHECKER 0FILE COPY OUPS ODESIGNER ~ // PLAN caEcK No= ?f=:#::8-~ Rr-1(151" J -sET = r _,.. PROJECT ADDRESS: :2 ~ 7 2 .1 7 ~ .1 ?Z . Lo.t::: r-R.. A-i11:.. PROJECT NAME: CAN YoA.i /¾re 1,:"/(!. 0 D D The plans transmitted herewith have been corrected where necessary and substantially comply with-the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building code~-when minor deficien- cies identified..,,_.--------~---are resolved and checked by building department staff. The plans transmitted herewith ha.ve significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted-herewith is for your information. fY/iS' The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. WA The applicant's copy of the check list is enclosed for the lW jurisdiction to return to the applicant contact person. O The applicant's copy of the check list has been sent to: ~ Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: _________ Telephone# _______ _ ... REMARKS: p1;a,_ 0'-UL £>1-sc.l,(..S$N~ ,4"',,e,&.JC'7NT /M:s-~ 81:.E~ Non~,~(). aMP'-,('1'""5:-S~c..;un~ /2eoes/~.N -Aae,4 or BC-Jlc..0/;./9, }/AVe: C1i.111Al'C,,li:£> -E.,c71iYU04-'* 11~,t::,1-rr-Of/,J-.#c;E.s. /Vfi:w 8c)1w::,/Ny..S. 83 ~A OF/ff-is /He. A,&>.,4W.,,vcr:> Pt:...4-N.S A,vz: f2.F-7t>l2.;.//Z1';) /0 J;it;. C,,-::,. By: ~C' .J-k~ Enclosures: ESGIL CORPoRFroN ---------- - PI.Al( aD!at NO. _a_~_-_3/-_&:.:_z ___ '/2e_c/_1>_1~_.,.., __ _ .JtJRISDICIIOB: _C_Tf ___ o_F __ a_A_.,z._L.S_4_~_JQ __ _ J Eow.q..,e.os l'O: __ ,_~ _____________ _ /C?G I? OCCllPA!iC!':_8_-_2.._. __________ _ mrn.DIIG USE: 0.fl'J~ f ;VJ F~ ffPE OF ~OB: V N ------------ A Cl'UAL AREA: Bc..o9 e -:2.o . oat F -I'-/ 9J.q; ,, ' ALtOWABLI AREA: ;24->()<JO 15: F ~ S'l'ORIES: ,... I I I I BEIGRr: ~5: ~3 21 SPRIJOO.J!:RS: Yss )es Y~.s-, OCCllPABr LOAD: VM 1 /;-~ --------------- RENARXS: '£e,t11~,.,., r,, 13c-o9s F-1 F J t; Date plans received by jurisdiction: _____ _ Date plans received by Esgil Corp.: /C)-t,, s? Date initial plan check completed: 10 --::i" ~Y= .......... Z_a_-G_,;z_-r __ ffe_v_<.£_~ ____ _ Applicant contact person: Tel. 2 'f'3 -1/? SJO Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the· Planning Departm8J'.lt, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1985 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed. i.e., plan sheet, specification, etc. Be sure to enclose the lllllt'ked up list when you submit the revised plans. List No. 80, GENERAL COMMERCIAL., WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLDIENTS .... A. 1. 2. B. 0 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, · Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of th~ owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. y. Indicate on the Title Sheet whether or not a grading permit is required for this project. @ Show on the Title Sheet all buildings, structures, walls, etc. included under this application. My portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. /. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) 7/29/87 Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Table 9-A. C. SllE PLAN Provide a fully d:illlensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under - this permit and any proposed future ~ildings. ' ~ Clearly designate any side yards used to -justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Show and d:illlension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show d:illlensioned parking layout including any required disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Provide a reference on the site plan to any details or specifications for required site improvements to comply with the Title 24 disabled access requirements. 2 D. @ @ When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 ( c) • An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. I~ this acception is used, show how the building(s) will comply with Section 505. When a new building is to be erected on the. same property as an existing building, the _location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the exisiting building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of -determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls l~ss than 2-0 feet to a property line or an assumed property line, shall be/ J/,e_ fire-rated construction. Section 7 03. Exterior walls· shall have a 30 inch parapet when less than __ ...,..__,feet to a property line or an assumed property line. The uppermost 1811 of such l?arapets shall be noncombustible. (see exception, Section 1709.) The exterior wall shall have protected openings {3/4 hour) when closer than ___ feet to a property line or an assumed property line. Section ___ 03. The ext~rior walls shall have no openings when closer than ____ feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section ____ o3. 2!f:'" Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. 7/29/87 Projections over public property must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). When openings are required to be prote_cted due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). %. .A covered pedetrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be "" protected. Section 3305 (i). ,,r:'" Exteror stairways shall not project into yards -where protection of openings is required. Section 3306 (n). ~ Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 {b) definition and Section 3311 (d). E. Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote l, and Section 1702. Openings _ for scuppers, mechanical equipment vents., foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section _03. BOlLDING ARF.A ,JK: When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). ~ As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. ' f 3 ' ff:r. Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. ~ Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. '3:69. Elevators in high rise buildings shall comply with Section 1807(b). H'6'. Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103{b). u<." Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car. Section 5106 •. ffl, Revise the number of elevator cars per hoistway enclosure to c~mply with Section 5103(a). J.]!. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. ..l?/4, Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103{m). a. One elevator in buildings more than three stories or buildings where disabled access is required to upper level(s): 61 -811 by 41 -311 with a minimum clear opening width of 4211 • ' b. Elevators· other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. c. Elevators other than in (a) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 2 feet 8 inches. P. GLASS ARD GLAZlJE m. Specify on the window schedule the glass type and thickness to show compliance with Table 54- A and B. Q Glazing, in the same wall plan~ as a door, must V be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. /76 /N Doo 12,. I=-IO 'fl 8/15/88 ~Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. ..J,?S". A fire-retardant roof covering is required. See exceptions under Section 3202 (b). ~ Specify roof pitch. -4:stJ. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ___ _ ),ST, Specify roof material and application. ~ Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. ef. Specify roof slope for drainage or design to support accumulated water. Section 3207 (a). .l,atr:" Show roof dra~ and per Appendix D of UPC. overflows. Size drains Section 3207 (a). ~ Show the legal basis to allow roof drainage to flow onto the adjacent property. .l8'6': Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 LF, if sprinklered). Section 2516 (f). J;&1I": B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. l,138': Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. .:i,sg': Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. ~Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). ~ Provide a minimum 2211 x 3011 attic access opening ( or 3011 x 3011 if equipment is in attic). Section 3205 (c). 11 R. FmE EXrIJGJISBIM,; m Fire sprinklers are required for any story or basement when the floor area exceeds l,500 sq. ft. and there is not provided at least 20 sq. ft, of opening entirely above the adjoining ground in each 50 lineal feet or fraction -thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). ~ Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). ~ Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). ~. Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft, on any floor or 24,000 sq. ft. on all flo_ors or in B-2 retail sales occupancies more than three stories in height. Section 3802. ~ Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). .:JK1. Provide fire sprinklers in drinking and dining establishments when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 (c). ~ Provide fire sprinklers _________ _ ..,_.....,,...._.,..,,,.,.,_....,,~-----~----· Section 506, 507, 508 or 3802. See also jurisdiction ordinance. ~-When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Section 3803. 20CJ. Provide class_ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. 8/15/88 s. mnmA.nOlf ~ Provide a copy of the project soil report prepared by a california licensed architect or civil engineer. The report shall include foundation design recolllllelldations based on the engineer's findings and shall comply with UBC Section 2905. ...zez: Specify on the foundation plan or structura.l specifications sheet the soil classification,. the soils expansion index and the design bearing capacity of the foundation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. ( required by the soil report). ...le¢. The foundation plan does not comply with the following soil report recommendation(s) for this project ______________ _ ~ P.rovide notes on the foundation plan listing the soils report recomendations for foundation slab and building pad preparation. Q Note on the foundation plan that: "Prior to V the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: -a. the building pad was prepared in accordance with the soils report; b. the utility trenches have been properly backfilled and compacted, and; c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". ..2e7: Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. ..l8S":" Show height of all foundation walls. 23. ~ Show height of foundation walls. retained earth Chapter 23. Chapter on all --2-ro. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29, .,lH':' Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. 12 , Q ~ote on plans that surface water will drain V away from building and show drainage pattem and key elevations. Section 2905 (f). ~ Dimension foundations per Table 29-A. TULE HO. a-.a.-fOUHDATIOHI POR STUD aE#JUNO W>Ll S --\IIH111UN IIEOIMEIIEHTI' a -pa, -0, IV™Hl.0# --.a4 _,,, ,_. .. UNOIITU .. ID .-n.o -,ocno,o O,l'OO'IIG ~ 8'1llt IINlr ~ .-..i ---COOICllffl --I I 6 ' .. 12 6 12 2 I I u 7 II 3 10 10 11 I 2' . Q Note on the plans: "On graded sites, the top V of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. ~-Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. ~ Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). Q Specify size, ICBO number and manufacturer of I(;::;) power driven pins. Show edie and end distance . and spacing. Section 306 (f). ~ Show size, embedment and location of hold down anchors on foundation plan. Section 2303 {b) 4. ~ Note on the plans that hold down anchors must be tied in place prior to foundation inspection. _,2.2((." Show adequate footings under all bearing walls and shear walls. Section 2907 (d). ~ Show stepped footings for slopes steeper than 1:10. Section 2907 (c). ~ Show mini.mum 18 inch clearance from grade to bottom of floor joists and mini.mum 12 inch clearance to bottom of girders. Section 2516 (c) 2. ~ Show pier size, spacing and depth into undisturbed soil. Table 29-A. ' .J,:JK: Show mini.mum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. OF 8/15/88 ~Show minimum under floor ventilation equal to al sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. ~ Specify ~t posts embedded in concrete shall be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. 7. MASOftRY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding t;es and #9 wire in horizontal joints. pe: Show height and construction details of all masonry walls. Chapter 24 • ~Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. %-' Provide details for damp proofing the . foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). yr. Show a mini.mum 211 air space and flashing between planter and building walls. Section 2516 (c) 7. 11. FRAMllC Q Provide compl~te structural details on the V plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. ~ Provide mini.mum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. Q Provide a special inspection section on the V plans listing all structural elements requiring special inspection by U.B.C. Section 306. ~ Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. ..2,.a-6: Note cross bridging or blocking. Floor joists and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506 (h). 13 -- ::;:51. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. ~ Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 {h), Section 2517 (h). ~ Show double joists. Floor joists shall be doubled under bearing partitions rwming parallel with the joists. Section 2517 (d) 5. -2¢tJ." Bearing partitions, ·perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 {d) 5. ,...Y(.f. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 {h) 4. ~ Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) s. ~ Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). ~ Show double top plate with minimum 4811 lap splice. Section 2517 (g) 2. 245. Show nailing will be in compliance with Table 25-Q. ~ Show or note fire stops at the following locations per Section 2516 {f): I . a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and simil_ar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 8 15 88 Q Show stud size and spacing. Maximum allowable 'e!J stud heights; bearing wall: 2 x 4 and 2 x 6 max. 101 ; non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20 1 • Table 25-R-3. ~ Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R-3. ~-Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). · ~ Detail all post to beam and post to footi.µg connections and reference the detail to the plan. Section 2516 {m). -2-51': Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. ~ Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and , Section 4713 (d). ~ Show 311 x 411 or 211 x 611 studs in first story ef t:hl,-ee story building. Table 25-R-3. ~ Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. ~Provide roof framing plan and floor framing plan. Section 302 (a) 7. ~Provide framing sections through Section 302 (a) 7. ~Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. · ~ Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. ~ Provide calculations for lateral loads, shear panelst shear transfer and related. Section 302 (aJ 7. C'::\ Show on the plans all structural requirements V::::,J developed in the structural calculations. 14 --2-61":"Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. ~ Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood. of natural resistance to decay or treat~d wood is used. Section 2516 (c) 4. ~ Specify plywood grade and panel identification index. !able 25-N. .-i:'IS4. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). .26.' If foundation cripple wall studs are less than 1411 framing shall be solid blocking. Section 2517 (g) 4. ~ Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. _:;,er. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue.11 Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). ~Showa weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). • J ~ Ridges, hips, and valleys shall be at least one · size larger than supported rafters. Section 2517 (h) 3. ~In open beam construction, provide strap ties across the beams at the ridge support. Section ,, 2501 (b). V • MISCELLAHmJS --2?r. Parking garages shall have an unobstructed headroom clearance of not less than 71-011 above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). ~ Show light and ventilation, for areas customarily used by people, will comply with Section 605, ~ Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. ~ Provide restrooms for each sex if the number of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). 8/15/88 ~ Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 3011 above grade or floor, and roofs used for other than service to the building have 4211 min:illlum height guardrail, through which a 611 sphere cannot pass, and designed for 20 lbs. per lin. ft, applied horizontally at top rail (50 lbs. for·exit facilities serving more than 50). Section 1711. !able 23-B. ~Provide platform and stage construction, including occupancy separations ?Dd roof vents, as per Chapter 39. .:err;-Pedestrian walkway shall comply with Section 509. ~rovide at least one drinking fountain for each floor level in Group A occupancies. Section 605. ~ Show that aisles and seats comply with Sections 3315 and 3316. ~Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a min:illlum 20-foot-wide right-of-way, WlObstructed and maintained only as-access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. W. 'lTlLE 24 HAIIDICAPPm ~ ..2-S'f:""Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check· List. Handicapped access requirements may be more restrictive than the UBC. X. .ENl!Rb"'f WliSERVAfiOB t::::\ Provide mechanical plans, plan details, 'J calculations and completed forms to show compliance with state regulations for energy conservation.· P~,J.,1,:,,t; .5ee?o,vc, tjt£,.,tufAT",e:,A.J e /£AJt;~e._ y ,Oa51e;.-J 3!'· Provide electrical plans, plan details, calculations and the completed Form~ CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". 15 - Q Please see additional corrections, or remarks, \::::;I on the following page. !he jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact /2:,13~-, //op,c..-P-" Al at Esgil Corporation. ~ you. Enclosures: 1. 2. 3. 08/15/88 : 16 CITY OF CARLSBAD PLAN CHECK NO. 86-482 REVISION OCTOBER 25, 1988 STRUCTURAL 286. Provide design for diaphragm chord in lateral analysis. 287. Complete all cross referencing on structural sheets. Details and references do not match. Many·callouts are not complete. Plans call details which are not provided (See roof plan and Detail 11 on S-12). 288. Provide a section view of all new interior partitions. Show: a·: Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b. Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). c: Wall sheathing material and details of attachment (size and spacing of fasteners}. d. Show height of partition and suspended ceiling, -and height from floor to roof framing or floor framing. MECHANICAL 289. The building official must review packaged heatpump in attic space above restrooms. 290. Show overflow condensate drain (show pan and drain line) per UMC Section 1205. 291. The condensate drain must drain to a wet trap per City Code (not a funnel drain). City of Carlsbad Plan Check No. 86-482 October 25, 1988 292. Show access to heatpumps per UMC Section 708. PLUMBING 293. Per UPC Section 504 the plumbing vents are undersized. (3' minimum sewer is required). 294. Show ladder access to water heater per UPC Section 1311. 295. Show T & P valve drain line to the exterior per UPC Section 1007(e). -rf .you have any questions, please contact Robert C. Hoglen of Esgil Corporation at {619)560-1468. Thank you. SUPPLfflENTAL PLAN OORREC'.ITON SHEEl' FOR SPECIAL INSPECT.ION Toe following must be identified on the plan title sheet or the structural specification sheet per 'UBC Sections 302, 305 (f), and 306 (a) through (f): ~ Note that continuous inspection shall be performed by q~lified special inspectors retained by ~e owner and approved by the Building Official to act as a special inspector for the following types of construction: 0 B. © D, E, F. G. H. coNCRETE __ f_'_c_= __ 3_o_0_0 __ p_s_(._· __ f_o_r_s_t_r_u_c_t_u_r_a_l_w_a_l_l_s_. ______ _ REINFORCING STEEL AND PRES!RESSED S1'EEI. FOR PRESTRESSED CONCREIE. ________ _ 'WELDING Field welding of chord bar connections. a,'-"',...,...J O:,,J,vcr:::::n""'> f/:'17'@..., HIGH-STRENGTH BOLTING _________________________ _ STRUcytJRAL MASONRY _________________________ _ PILING, DRILLED PIERS, AND CAISSONS ____________________ _ SPRAYED-ON FIREPROOFING ________________________ _ OTHER SPECIAL CASES: l. FIELD FABRICATED TRUSSES 2. ___________________________________ _ 3. _____________________________________ _ @ Provide ~e following statements on the plans~ . @ The permit applicant shall retain the design engineer or architect of record or other responsible engineer approved by the Building Official to ensure that:- 0 0 0 1. all elements of construction which require special inspection are inspected by qualified deputy inspectors approved by the Building Official; and 2. all code deficiencies detected and deviations from the approved plans are brought to the attention of the contractor for correction, and if not corrected; revised designs to overcome the deficiency shall be prepared by the design engineer or architect of record for approval by the Building Official; and _ 3. all corrective work required is completed in accordance with the approved plans, 'specifications, and City adopted codes. @ A final inspection report, signed by the special inspector~ the responsible engineer, is submitted to the Building Official upon the completion of each element requiring special inspection. The report must certify that the work was in compliance with the approved plans, specifications and applicable City codes including any authorized changes to the plans. Note that evidence will be provided to the Building Official that the following items were fabricated in an approved manner (Certificate of Compliance, approved fabricator certification, mill reports, etc,): @ GLU-LAM BEAMS ___________________________ _ B. PRECAST CONCREIE. _________________________ _ @ 0 c. REINFORCING STEEL ___ B_1"'"· l.__1-=e"""t---'t._e::;.;s""t ___ o_r'---'m_i;;.;l""l"'--_o-=r'"--"h_e._a;;;.t __ .:;;;r-=e·p"""o"""r::...t;;.;s;;..<.., __ _ @ STRUCTURAL STEEL..._ ___ ~ _____ 11 __ ,_, __ ,_, ___ ,_, __ ,_, ___ 1_• ___ .""-__ _ E. TRUSSES _____________________________ _ F. INSULATION. ____________________________ _ G. OTHER.._ _______________________________ _ Note on the plan that it is the responsibility of the design engineer to review and approve structural shop drawings, truss details and specifications and provide documented approval for same to the Building Official for his approval, Note on the plans that the owner shall arrange for performance tests to be conducted to the satisfaction 6£ the Building Official of the following: @ FIRE EXTINGUISHING SYs:miS D. EMERGENCY POWER SUPPLY B. SMOKE CONTROL ASSEMBLIES C. EMERGENCY EXIT LIGHTING E, AUTOMATIC CLOSERS F. OTHER ________ _ Sil23085 12/30/85 Til b-up ---····--- On JDJ'lllllry l,· 1987, new stancla::ds, Md a nev design ma.nu.Al, ,.-ent into effect to govern . the energy design for new huted or cooled lovrise o!fice buildinss, (i.e. 3 stories or less). The new standarcs and cesign also apply to alterations or additions involving heated or cooled space in existing lovrise o!!iee buildings or exi~ting shell or speculative buildings wherein . huted or cooled o!!ice space is being proposed er lighting is being extended to ne.., conditioned space. l'he new standards (2:14 pages) and the ne\l· "Designing for Compliance" i:ianual (i.oo+ pages) contain for:.s uid design inst:r.-uctions that are usential to de\•eloping a co::plying design. To order the standards &r1d manual you can contact the California Ene::-gy Coinmission, Accounting Office, 1516-North Street, HS 12, Sacramento, C.ali!ornia 95814 (Ielephone (916) 324-3014) • . • Please addre.ss the circled itez:s and, when resubmitting, provide a copy of this.shoving the page, c!etail, etc. where each circled item ~ been addressed. Q In new. or existing buildings a ~ l'he upper left corner cf the Certificate c:J Certificate of Compliance (For= CF•l) c..:J of Cocpliance (CF•l), PagH l and 2, s:rust be coi:,pleted and icprinted on the must sho._. the name of the ~ocumentation • plans if HVAC or lighting is being author, .,..ho need not be a lic~sed extended to a new conditioned space. person. (Hl:nual 1·14) . (1-13 ~'\:1sl.l).. •··•·· -.. -. . •...•.... •. . . ... __ .. ·@ .. -· e · . OB-6 !11e owner of the ~iiding• 0 =us0t. s!gn. in A Certificate of Compliance (CF-l) is the appropriate place on Page 2 of :required to be imprinted on the plans Certificate of Compliuice (CF-l). for shell er speculative buildin,gs vhere (~ual l•lli-) lighting, HVAC or other improveme."lts will be sr.ade by the tenants. (Manual 1-13) Multiple Certi!ica.tes of Compliance (CF- 1) are :required to be µiprinted on the plans £or speculative pr shell buildings, vbere the final occupancy is not know at the time of the original building pen:it. l'he multiple CF-1 documents should address the potential uses, i.e. office, retail sales, etc., and should apply the appropriate stand:u-ds to the specific occupancies. (Manual 1·22) 8 'Ibe Certificate 0£ Compliance (CF-1), Pnge 1, must be signed in the lower right by the 1 icensed person who is attesting that the design couiplies vith tho regulations. (1-bnu.al 1-1~) 8 The design entities (electrical, etc.), must sign in the approp~iate space on Page 2 of Certificate of Compliance (CF- 1). (Manual S-4) e Note on the plans, near the imprinted Certificate of Compliance (CF-1), 11A separate copy of the Certi£icate of Compliance (CF·l) has been retained by the owner and ._.ill be z:.ade available to future O..,Tlers or future tenants." (~.a.nu:il S-4) J 8 Note on t.he pl~::, near the ir::y:-inted Certifica-:.e -c! Compl!a.nee (Cf·l), "At the time of pe:i:it iSSUA."lce, tJ'le pe:-=i t tee Yi 11 p:ovide a.n .app:-o\•cd copy c! t..~c Certificate of Compliance {Cf-l) to the jurisC:iction", for filing. (\.raC Section 302 (a) i). If a Certificate of Co:i;lia.nee (CF·l) Y.a.s p:-e\·iovsly prepared !or this enti:'e 'building., or tor improve=ents or alterations in this bµilding, provide a copy of the app:-o\•ed Certificate of Compliance (CF·l). (Manual s-i.) l'he building is a mixed use ~uilc!ing aJ'\d a Certificate of Compliance (CF·l) must be pre;,a:ed £er each use unless the subordinate occupancies total less than 1.,000 s.r. and are less than 10% of the total conditioned floor .a..rea. (2".a."lual l-22) 8 On CF-l., Line l, shov the occupa..""lC)' t)'pe, i.e. lo..,-rise office • 0!•18 On Cf·l, Line 7, sho._. :..-...e propo:cd or existing tot.al resis~ance (Rt) for exposcu floo:-s or sof!i~s scpar~ting concitioned space from non·con~itioned sp~ce, using form Cf-2. i'ro\·iuc A To.: O:S·l9 CF·.3. (Slab-on-grade !loo:s a:-c not considered to be floors fort.his item.) On CF·l, Line S, sho·,., allo~ed total :resista.~ee flocr tz.ken £:-om the selected. the c:inimum (Rt) for the pac~.age you OB•lO On CF·l, Line 9 1 if there .u-e different t)'pes of v.a.lls., show the proposed or existing ave.rage tot.a.l resistance(~), ·-o:s-21 · using CF-2. If only one \.-all t>'l)e., only CF-3 need 1)e coc:ipleted. · On CF-l, Line 10, coc:plete cr-2 if all opaque valls and doors have the sa.=e heat capacity, ge.~e.rally a He.at Capacity less th.a."\ four. If the:-e are cultiple Valls having different heat capacities, this may be left bla:-Jt. .. Q or: cr-1, Line 2, shoY the ~;~-~~;------o:a-22 ~ groi...7 3-2. On CF-11 Line 11, sho·,.. the ml.n:u=u= :required total :resistance (~) for opaque valls and doors. If cultiple valls, having differe.'\t Heat Capacities are proposed, sho\l t.ie uea .,,.eig.~ted average using CF-2. e On CF-1 Li:1e 31 show the. package selected., 1 i.e. A, !, c, D, E or Perfor.:anee App:oach. 8 On CF•l, Line 41 sholl the conditioned. floor area being addressed by the OB-16 docu.-:en ta tion. On CF·l, Line S, sho.., the proposed or existing total resist.a.nee (Rt) for the roof. If different types of roof., corcplete CF-2. Complete a CF-3 i£ only one roof type.· ~B-17 On cr-1., Line 6, sho\l t.~e ciinirnum allo~ed tot3l resist.1.nce (Rt) fort.ha roof tAken from the p4c:k.lge you selected. 0$-1~ _,_ OB-23 On CF-1., Line 121 sho..,. the total exterior wall area !or the entire building or that portion covered by the neW' standards. !he exterior \/all area should include opaque valls, doors and vindo1o·s bet·..-een the floor and the botto1:1 of the floor, or roof, above, t:.h.lt separate conditioned space from non- conditioned space. Provide a CF-?. OB-24 On CF-1, Line 13., sho..,. ~~e total glazing in valls sep4rating conditioned space fro~ non-conditioned space. Provide a CF-2. oS-lS On cr-1, Line :i, sho~ t..~e percent o! exterior Y~ll, betYecn conditioned AJ'ld non•conditicned space, t.h~t !s tlc.:ed, i,e. Line l3 ~;vioed b.)' Line 12. ti:ies 100. 01-26 On Cf·l, Lir:e lS, show tl'ie ave:-~se shbting cce!ficient for all gla:ing, s:uppo:-ted by a cr-2. If only one type of gluing, no calc\.llation is necesu.:y j·ust enter the. shac:iryg coe!f icient !or tha gla:ing. OJ-17 On cr-1,_ Lina 16, e.nter tha allo.,..ed percent cf gla.ting, for tha selected package.,· based on the average shading coe!fic.i~t shoYn on Line lS. 1'his ent.")' shoi:ld 'be greater thM the Line ii. entry. 0i-2S On CF•l, Lines 17 th:ough 11 should be left bla. .. .k !o:: . lC'-Tise off ic.e wildings. 0!•29 On. CF•l,.IJ.nes 21 through 2.9 ,. ~ter. the proposed a.-ea cf skylights and the allowed a.:u. per the pawge selected. If cora t:l-.a.'\ 8 skylights attach a separate sheet. -· -: ··----. ------------------------·----------------- - .,,. . ,. TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: -1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Se able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if _the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all cooling. at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315(a) 4, 2-5315 (a)S, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. - (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting -within that area. {b} Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required reaaily accessible manually operated switching devices shall also be permitted. Tc) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so tfiat the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamp in a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The build~r shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F} Section 2-5314, Table 2-53G. : Dates /0-2-1/-'f? Prepared bys o Bldg. Dept. J2 C, /-/2 ~C1:,.J VALUAT!ON AND PUN. CHECK FEE CJ· Esgil '{C6,,~ PLAN CHECK NO~ IZ1:v1s~.:,,J :BUILDING ADDRESS 2S7~> 25 ?6., 2 SP2 Lote£12-.4v£. APPLICANT/CONTACT J;M Eow~O.$ PHONE NO. 2'73 ??r o BUILDING OCCUPANCY 8--z.. DES!GNER PHONE S4--i-e TYPE OF CONSTRUCTION V-N · CONTRACTOR PHONE ------ BUILDING PORTION BUILDING AREA VALUATION VALUE MULT!PL!ER 13c.J1c..01"''? . E' . .-- O;=P-1t:-1:.. /006. q300 4'f :2n -IA t;-/IIGI.FA<-1t< ,t.,. ,,J7 I r;,J q <:j S-'J...7 Oc) ~12 'ii5" - . Air Conditionin£ Commercial . /00-6 @ ~30 -:2-?1£,i Residential ,a Res. or Comm. ').O oo/ I, s;v. 50., oo I. S--Fire S'Orinklers @ Total Value :f 5°Cj '3/q7/.::P :Z32/ ~. Building Permit ree $ ------------------------- J5FJ'8 1L Plan Check f'ee S $ ______________________ ...:.,_ _____ _ CO H HEN TS_•--------------------------- SHEET / OF :3 --- . 12/87 . . - ;: .. ' .. Dates /0-2-1/-'f? Prepared bys R,C.1--/2$'-F-,I ,VALUAT!ON AND PLAN CHECK F'EE 6<t1~Y,. Cl :Sldg. Dept. CJ· Esgil PLAN CHECK NO~ !ZGi/tsi-.,,J BUILDING ADDRESS :2s7:;_, 2s 7£ ~ 2 SP2 C..0~£12.. At/£ APPLICANT/CONTACT J;,.,,,., Eow-440.:. PHONE N-0. '2~3 ?74' o BUILDING OCCUPANCY _8_-_-z.. ____ _ TYPE OF CONSTRUCTION V-N ------ BUILDING PORTION BUILDING AREA 13u1c..o,,-.,9 · F - OFPtC/l.. -/0 33 fl,1 ~ (,/tC~cr<'7 I '3,931 ' Air Conditionin~ commercial . )0 33 Residential DES!GNER PHONE S4--1c CONTRACTOR PHONE ------ VALUATION VALUE MULT!PLIER 1 '8"lJ 4 i t§'ff'I ---- :;.. 7 ()0 37t:, J I '31 - @ /-10 -2 ?CJ z. 4o ta Res. or Comm. ,~ oO It./-,? 96 '-I J.2.. l/ 4£. ;,,--- Fire St>rinklers @ Total Value /t t/5~ 0'51 '~ /'371 ~ Building Permit ree $ ------------------.a.------- /'2-/1, 41' Plan Check ree $ S __,;~-----------------..:------- CD H HEN TS._•--------------------------- SHEET 2-OF 3 --- . 12/87 --·:" Dates /0-ZC/-7'? Jurisdiction c~ OF 0-tec...'!>e~.o . Prepared bys R C,/./oG(.,E.,./ VALUATION AND PLAN CHECK FEE PLAN CHECK NO ;jf!.~V IS Ld N CJ Bldg, Dept • D Esgil BU ILJ:?ING ADD~ESS _:z._:,__-;7_~_,'--,;2_5_?._'6'__.::;J_2_S_?_2 __ t..o___,;te:;.=£.;_i2... ___ .4v£ ____ _ APPLICANT/CONTACT j;,,.,,,, uw+z,e>.s PHONE NO. ~'13 ?7~0 BUILDING OCCUPANCY _8_-_-z..______ DESIGNER :PHONE S-e-:~ .TYPE OF CONSTRUCTION _V_-_N_____ CONTRACTOR PHONE_-___ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER 13u1c..Oi"''? · l? ,..- 0 PA c.iE -/OZ-'Z-430-~ 4<f.i 0~::::.. . -- ~<.4.F,k..,r-~,z.,,,-n; //.5111 :Z7 Oc:.I 31'2,.. 'io..3 .::: Air Conditionin~ Commercial Io Z--"2.-@ :2, f'O ;2..116/ ~ .. Residential ca .' Res. or Comm. /2.)6 I/ J.5'! /'to/ /6. ~ Fire S"Drinklers @ ,/ Total Value 3'83 7·37 ~ B uildirig Permit fee. $ _________________ _L_/_G_'3_3_~_-_· _ !Db/~ Plan Check fee $ $ ___;:;...._ _________________ __!:..__ _____ _ COMM EN TS·i---------------------------- SHEET .3 OF :3 --- ,, 12/87 -- ~ 'Date, /0-2.4-7? Jurisdiction C,r:, OF' C.zt...,.~-,,o !· Prepared by1 J2 c. //2 Ci, (..13,J VALUATION AND PLAN CHECK FEE a ::Sld g. Dept. O · Esgil PLAN CHECK NO. ;?6 -1/?2 IZE"c/1s,,.:,AJ 2S ?.t J 2 5-P'.2.. C.Ote£12-.4v£ BUILDING OCCUPANCY _z_-_-z.. ____ _ TYPE OF CONSTRUCTION V-N ------ EUILDING PORTION BU ILD!NG AR EA '8cJ1c-O,rv9 · E' .. . -- OrF,c..e. /006 jt-14,;JC,t.F~-ri<tt.1~7 I ~J qq S- 1/F =P (IC(¼~>< 1~i ;c~)t(19qc,.(>j6 >'-ffe -· 'f321t::>~~ ~ (L606 -i/J v:20;:L; --r,. -~ r (1&:,ctdJ )( . - fM F~ J.D100 f J:(! y_F/'A :lcA -:: ~ ff> 8ooot>o 5E:wt&l ~ ( f 6Cx::. v!J-i l &x) 1'/4"ti) -r {le q 9.1' Air Condi tionine: ' . . . commercial . /00-6 Residential Res. or Comm. ,;.o oo I Fire Si,rinklers Total Value DESlGNER PHONE S4-,~ CONTRACTOR PHONE ------ VALUATION VALUE MULTIPLIER 21·-s 00 i LI'? :zn -;).._7 Oc.) ~,~ 'li:5" ,. .. ~PT" ... 'Wb) -,._ ="'lerYT -201+-I JlfD 1:" ff 13<.J /.cso? , I I• 1/1 ~~7A7~)C 4\f3 r 2ro7 -:/1~ 2qso.ac' -I Ill ~ "'j . f . . . . JI f""-;-.sooo ~/4Pu -=-.~~-t-3.80._I '/..~ft II ~ . @ ~zo :2-?1£,i ,,,_ - ia @ I ,5V. 50,,:00 I,~ Jf 5q 3 q7 J. :;::, / . ;232/ ~ _ Building Permit ree $ -------------------iit---------q ~ . -.J5J>.'"8 --.. Plan Check fee $ $ · · · · · _:::... -": ':-. ...,._~ :-~ --~~------~---=---____ ...:;.. _____ _ --:--:· :-..: ~....---: --. -·-. ca,.,-ME NT 5;--.::--\_ -·: -_· ---.·: ~ --1~\----~---~ -~ =:.--_. "': :-_ :.-. ~. -.__ ____________ __;._.;.__~.;__-------- SHEET / OF 3 --- . 12/87 --.. - _, :':../ -·· .. -·. . f .. ~ Date: /O-2-1/ -'?? Jurisdiction C~ oi= a.~'-!>e.r.,o Prepared bys a Bldg. Dept. RC. /h c; C..1:,./ VALUAT!ON AND PLAN. CHECK FEE D · Esgil BUILDING OCCUPANCY _B_-_-z.. ____ _ DESIGNER PHONE S4-1e TYPE OF CONSTRUCTION V-N ------CONTRACTOR PHONE_-___ _ BUILDING PORTION BUILDING AR EA VAl,UAT!ON VAl,UE MULT!PLIER 13c)1c..011'Jtft . F . -- OFPtC-li.. -/0 :33 ~ 'S<J:) 4 i '§'8c./ .. ;, ---- ti,1 "9.,.J tAC~tr<'7 I '3,931 J.. 7 cv 3,7b . / '37 - Tifey (j~&A )G ~£7.' K,p~ }J-(t393I r/J't-6 /f\( ,rx~J -c 206 +83b ~ fff 1(')42·.oo I ., ~ Ill JI ,, 62t06G-:l:> (-1o53¢ic ~ 'l~~lf(1s'la1~ ·t· ~ /~)--Lf.• ,~ +-I BB<; ]= ff:12-C/l/. ere , (. -· -II --· -.. •n /6 .,. ~ FMf':::$> )4q'l{ ¢ ¾ /l;lfo/J-1) tfSC18G.,. rso·E . _, Ill -----:-.::y .. .. I • II I 6£wete.. ~ (/033 ~ ..;/~ ~u)t-O~aJrl+SlJW f'k1:1u) = ,5? +-2., 78.-/ 3. 35" ftou --u -~ ... , -•,,, .. ~ Air Condi tionin~ --.. Commercial . Jo 33 @ /-10 -2 '?'CJ z. 4o Residential (a Res. or Comm. I 9'_ o:> IC/-96 'I ;21-L/4£. -Fire Surinklers / @ .. /t L/5(, 07q ·~ Total Value --. --/171 ~ · au_ildinf.-Pe.rm1t-."tee r': : ; .. ' -··. _ ..... _-.; -·.-.. _;_. . . ,· --.------------------------ ·-.: .. ·.-: _-._· s _-·-/ ~t_t 4_ <t Plan Check_ f_ee · -$ . · ·. -.---"'--'----------------...;.;_~........:=-----------.---_-:-·~ _-·-"... --·:.----_-·:. -~. ·-~: -_-- . ·-: SHEET Z-OF 3 --- ,. 12/87 .. -- ' I I ~ ' \,,-,/" ~ l . Date1 /O-Ui-7? Prepared by1 RC./hGCE.tl o Bldg. Dept. VALUATION AND PLAN CHECK FEE O Esgil PLAN CHECK NO. ;f'6 -C/8' 2 /ZG'c/ts ~aAJ .--=- BUILDING ADDRESS ::?s7z Zs ?C 2 5?'2.. If=€/?-,4-viz;. . . . APPLICANT/CONTACT J;.N1 &ow'o/Z-C>J. ---'"1-lO-NE. NO. 2'? 3 ?7'i o BUILDING OCCUPANCY 8--z... DESIGNER PHONE S4-1e TYPE OF CONSTRUCTION V-N CONTRACTOR PHONE ------ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER 8c)Jc..O;,-..r9 · ~ -" OPA.ce -I OZ--7--4go~ j 4'f.i os:(::... . -- /v14,tv<.<F,k..-r f/lZ..i"'7' 11,5 '8fj :Z7 oo 3J~ 'fa..3 .::.:: T7f::i!> ( I D 2;,"l'fi 'Jr-. 7;:_.~r:rr -~~ J 0 >Cf¢v (o.FCf) -ur + ·11-~e · "' -, ¥-.J11J.r) ~ 2D</ t-69)---~ 8'/'l .:cSlJ -., ·, ,I 32tP6fl -4 (JD~'l..ql X~~ ~ >'~1") t-(J f"i"B'f'# ~ f;,~f!T ~ y.~ }=:, <f57) t I S36 ~If I 'I Bo.Bo I V . ..L . II ( . fMf-~ ·· /2&,II ~ x ~'/-D/4 --c: II Ft sol/-4. cm/ Ill ~--'. '. v-,, . ·,, f ·SaJEie · ==t> \ I D2-'"2-slf+ LI 3£2) 111,@5)+{ ·11 S-Str~ +Sc2>b rew }-c _sq,-+ 2. 3£ ,-:/ 2 .. sg ~~v -JI. 1 . ' I Air Conditionin~ . ' Commercial .. Io Z-'2--@ 2,;?0 ;2..--J>{,/ f:;!__ - Residential (a . · · . Res. or Comm·. ' /2-6//' /.~ l"?o/ I 6 · ~ Fire Snrinklers .) : . @ ,/ .. . . "-·· ·-3'83 7·37 !.3--Total Value -· -. : •. -Building_.-P~_t:_ll!it_·i;~-~-$ __ --_:::-_· .. _-_.-._·. _ .. ~--·:_.;_:_-··___;._.;,,_··_.:._._:_ .. .;...·,_..;;....-,_.:t_·._·. ______ ____..'---/_(;._-_'3_3_~_-_ -- ! ':,·' ,; ., -.. ,,. I ot/ 7? ~:~~{;;]Yi-~':?-?:-_-~_;~--_-· __ ·.-·_:_-· ,----._--__ -. _----=~--:·· _· :~-: :_-_---~---·::.....,:c:;,.,,..\-..--.--__ -... -______ $-:-------~_:: __ -"~-~~~:2~: -~- C O M-M.E N-T·s·._· .·_ .. _,_. __ . ___________ .. _.-._·-· -...,.· .. _ ...... ····-;.,·: .....,· :_.-·-·: .,,...-· _____________ _ , · :~--~----__ -> .. -~:e--!t::>·;~\:.-.-... : ----. .--., -·.:_,'. :·::---:<: ,-;._, //'; · :·: -----,:": -· -- SHEET .3 OF ::3 --- 12/87 :,, l Cl) Cl) +-' +-' co co 0 0 al al "'O "'O CL> CL> == == CL> CL> > > CL> Cl) c::: 0:::: ~D refo ~D DD Cl) +-' co 0 al "'O CL> == Cl) > Cl) c::: D D D D D D D D D D D D D D D D ENGINEERING CHECKLIST - LEGEND Date: /0-3)--~fj ~ Item Complete Plan Check N~;-~,..<;.------t2??v-7.-77~7f;;,, - ProJ·ect Address~ ::, o?J"' 1 -£ ~ W Item lnc~mplete u~ A.OJ<. '-'< /7£ ' Your Action Project Name: cl-},\fYON Mc,p,c.. -R.1t-=1s£JT: -Needs Field Check Date: 1,2,3 Number in circle ----------- By; LEGAL REQUIREMENTS Site Plan indicates plancheck number that deficiency was identified 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site -Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slope~, driveway and percent (%) grade and drainage patterns. ~ ~ ~- 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans -i-R -plan cheek PE f'2. ,Be,. 'fB 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. / FEES REQUIRED W' O . O 10. Park-in-Lieu fees required. Quadrant: ---, Fee Per Unit: Total Fee:_-:__-:__-_--:.__ @~ 0 (g) D @.o D D @o D @o D CTfo · D 11. Traffic impact fee required. J:J Fee Per Unit: -, Total Fee: 173282,00 . 12. Bridge and Thoroughfare fee requireq. Fee Per Unit: -, Total Fee: ff722'f,<.YJ 13. Public facilities fee required. 14. Facilities management fee required. Fee='/ 9.030 cB--• ; 15. Additional EDU's requj_red: /0157 Sewer connection fee :If J~,2~-4..,.....,...22---'-=-:..s.,,,..e_w,_e_r_p_e_r_m..,..i t-n-o. 331'3318' t-3316 16. Sewer lateral required: ~ O.K. to is~...:::· :::::::::::L:Zd...!];:===::::a=--:::::::===:-tBa:rate: l~/4J/8B If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161 • · ' ca ca ca "'O "'O "'O (U (U (U == == == (U Q) Q) > > > (U Q) (U 0::: 0::: 0::: ... N M =ti= =ti= =ti= u u u a. a. a. ODD PLANNING CHECKLIST d<77--< -::?77y Plan Address 2Gl2-2=,8Z: LC>!<E.e f}vE tu 3 T,0i::;,us·-r1c1~ au1L.01i,JG.s Zone Use Allowed? YES K NO -- Setback: Front 0/<... Side 0/c_ Rear a<--Facilities Management Zone _:) School District: San Dieguito Encinitas San Marcos Carlsbad Discretionary Action Required Environmental Required Landscape Plan Required Comments -- YES~ YES o( YES~ NO --Type .El.E.Bb-2 /v£&/f77v£ 0£ei.,.A~,ro,J NO __ 1.s8ut£o n/z2-/Bt;;, NO ---------------------------- Coastal Permit Required YES N0 1 t>{, \ Additional Comments ------------------------ OK TO 1ssu~:>~ DA TE /2 -7 _g~ ' BLLJGB BB8r/i(cJFF.)xloArJr/o00 -p Y..#1~ ="'177.oo /05£/D,/JG,m~r;.) >< SA':fr8oor:J. x,#/0:::: 1!527.00 /31-0<;> D r21 ¢(oFF.) x 20 11~¢ x "f10 =f1e1.co /3470f5(!,JHse)x 5~.¢ t'to =-IP<o7'/;ao &.00E 102O1,{t>rl:) 'I< 20~p x ff /0-= "'52cY-J,oo 1 ~s-oo xP 6,itt:i!VxsA~ .¢) x Jf LO = IJ 725.oo /31..09 r IO;ZsTP @Ft?)x J.Olil?}i/cXXJ~ x ./J Jo -= f 2os.oo /(01 067/,(w~~x 5'1%w.¢ 'f. #10 == ./$803.CJO 8LJX; {i, //31 f ~Ff.) X 2oA%o,i ~h,o -=*z20.C5D /0 2&7/~&-,HsG))( b~%fuuf x.i?/0 :::-,$513.IJD Bw~ ;/ f/'16 tj; (off) x. 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[I /31.IJG 13 888 r:p + I ex;o 11dou -= .19 ) 2,5q /05l/o ~-+ s-o:::of A.ou = J..J BL/A$ C 92¥ i/1 + !Bex> ¢);..=cv ~ .SI> q92y r/J + s-a;o4Aw =-/.98 1,4q 8LJ.JC?P 92~ r/-!-1900 >P/wu ~ .51 . ~ \ .~.2 .ft, .If; fl, d.,V, /77.oo + .527.oo :-.. 10-r,uv #18'!.oo + #611.oo ::: 4 858. cro #:<.o1.oo + 119,2.s;,ao :::: # /129.oo Jp tJ2 os.oo--+ 8O3.oo = #1008.00 I/, Ii #u6.cm + 513.oo -== 739.oo h17q,DO +11,7/Z,oo ~ -IJ89f.OO /3L£)q 1.3 l.02..O x ,1..Q x II 22. ~ if~B ~ )8.5'-Vo )( 5 x. ff z2 =--1$20~ 2483.cx i3w,;, ,F ;.o;!.5 ,< ZD ~#22 =-1'1157 >~ /h.667 X S X #,z_z :::.//,/161 2}./f3.QO Bt.m <9 /./3'/ X 20 X./122 ~ /f,1'77 > ~ ' to.,z"t x zo ><'. 11J.J-=1 I /29 J<oZ(t).ro Bta; II 8% X J.D X it .tJt_ =: If 313 > • /4. 2¥~ X 5 X lr:zz ::: /f,/566 ~/9S9, (5Q . Tort1i.. EOU~ 29.t</5' ' 2560ORIONWAY CA"ALSBAD, CA 92008 Citp of 4Cadsbab FIRE DEPARTMENT I 1· I PAGE1 OF....-.. I TIL-EPHONE .. (619) 931-2121 PLAN CHECK REPORT PROJECT {'/), ( '/ tJ•:,,I rttt I FiL //I':':.£ 4 ADDRESS ,:JS72, 2.~; 7~7 { :2,s·ca2 LtY15c~1< dJi~ "AIIGiftreCT ---~--------------. ADDRESS _________ PHONE -'-------R 1)/1 V / '., L, J d r'A ~ Tt J t;l'<!..£. AOORE:SS .:J--,,<v I h..} £ r A PHONE lZJ ') -c:; 3 OZ:> ; . ~ :::::==" OCCUPANCY l:S.-i::> CONST. -~='--_l\_l ___ TOTALSQ. FT. ______ STORIES ~SPRINKLERED D TENANT IMP. ----------------------+------ __ 1. _2. ,, ~3. 'It · :::/,,__ 4. __ 5_ '-I 6. .Y1. _ s. ::::b..9. ::::l._10. -· _11. .X12. ~13. __ 14. -15. · ·· -·-M'PRO-VAI. Of PLANS-ts Pf:IEDICATED ON CONFORlllfNG. TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWtNG CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets ----------------------- Provide two site plans showing the location of all existing fire hydrants within 200 feet of the~t. . · . , Provide specifications for the following: ?te, U/11£ 1C:-1c: C::., ~z2 VI( c (~/cf.-t.Uc;;;XC:t·t"'~~-'/4 · Permits are requ'ired for the installation of all fire protection system,µ;orinkl~, stand pipes, dr~ chem~al, halQn, CO2, alarms, hydrants). Plan must be approved by the fire departmenfpr'lor"'fo instalfation. : · The business owner shall complete a building information letter and return it to the fire depart~emt.. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: 1 .. '$-Automatic fire sprinklers (Design Criteria: _ ___._,~3=--3"""""/..,. ..... 1...,G--=C.Jc..... --"()"----------------> 0 Ory Ch91Tllcal; Halon, CO2 (Loc~tion: ,, ) D Stand~ (Type: ___ ......,.. __________________ +-______ .,....,_,, D Fire Alarm (Type/Location: .. ) ~e Extinguisher Requirements: : · ··· · . .· , 9': On~ 2A r51,tljld ABC extinguiSh!'!r for ~ach _ /2Q.t.) < ,I sq._ ft. or portion th,r~f.\ldtb a. tra¥el. dista~ to the......, .. ,., extinguisher nof to exceed 75 feet of travel. ' , D An extinguisher with a minimum rating of ___ to be located: 1 D Other=---------'---------------------...,...,.-,.,+------ Additlonal fire hydrant(s) shall be provided ______________________ _ EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledg., or effort. · A sign stating, ~ This door t_? remain unlocked durin b~s~ness hours'~ shall b~placed_ above __ the matn exn and doors , ,r, J,j 1.. l< "e; b / /v1 /,. ,.,, ;7,,,,..,, , ' lt:::.., E/ 1 ·· ,:;. .. EXIT signs (6" x ¾" letters) shall be placed over all required exits and directional signs loca~ ae:~essary to clearly indicate the location ot exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flamtnabte p~,. hazardous chemicals shall comply with Uniform Fire Code. · I•·· :, .. · : · •1:_·· . · . . ! .. ·' . ,, Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall oot:'*ceed 15-feet· , in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. lttl.igh stock pil-. ing is to be done, comply with Uniform Fire Code, Article 81. Additional Requirements. ------------------------,+-----..... _ _,., _ i:)t cl· f I l_· , 9 { ,/ t/J f ,1 'I p':/ /J., 0// . Comply with regulations on attached sheet(s). < .;2.c_ szt· l·i . --./ Plan Examiner-......_ , · ·3-··Z::..-.C..-: / -I Date /,'J,// 7/"i/!<f--' ' ' I Report mailed to architect ___ Met with -------";___---~---Attach to Plans • • • • • • • • • • () ARCON ENGINEERS CORPORATION STRUCTURAL CALCULATIONS FOR CANYON PACIFIC BUILDINGS E, F & G CARLSBAD, CA PREPARED FOR B. W. PACIFIC, INC. OCTOBER 3, 1988 3184-BAirway Ave. • Costa Mesa, CA 92626 • (714) 556-51QO • ,,,,-..-. \: • • • • • • • • • r· '' '-.,,- • ARCON ENGINEERS CORPORATION STRUCTURAL CALCULATIONS FOR CANYON PACIFIC BUILDINGS E, F .& G CARLSBAD, CA PREPARED FOR B. W. PACIFIC, INC. OCTOBER 3, 1988 3184-B Airway Ave. • Costa Mesa, CA 92626 • (714) 556-51Q0 .. . ~ . ', , • • • • . ,,~ -l · -. ·. \' '~ . ' • • • • J \.'-.. • PROJECT: CANYON PACIFIC PHASE TWO ITEM: DESIGN CBITEBJA JOB NO. 8855 sv: Ii. Moµw'(A DATE: 10/es PAGE OF DESIGN CRITERIA AND ASSUMPTIONS: CODE: CONCRETE: REINFORCING UNIFORM BUILDING CODE, 1985 EDITION. CONCRETE COLUMNS; f'c = 3000 PSI SLAB ON GRADE: f'c = 2000 ·PSI WALL FOOTINGS: f'c = 2000 PSI PRECASET CONCRETE:f'c = 3000 PSI@ 28 DAYS f'c = 2000 PSI@ 14 DAYS STEEL: fy = 60,000 PSI FOR #4 BARS & LARGER_ SOIL: STRUCTURAL STEEL: WOOD: fy = 40,000 PSI FOR #3 BARS AND REBAR TO BE WELDED • REPORT BY: SAN DIEGO GEOTECHNICAL CONSVLTANTS, INC. DATED:_ JULY 31, 1986 JOB No.: 30034-00 ALLOW. BEAR.= 2500 PSF PASSIVE PRESS.= 250 PCF COEFFICIENT-OF FRICTION= 0.35 EQUIVALENT FLUID PRESSURE= 35.0 PCF PIPES: F = 36 KSI TUBES: FY= 46 KSI OTHER sHA¥Es: F = 36 KSI BOLTS: A325-N cs¥EEL· TO STEEL) A307 (ALL OTHERS) DOUGLAS FIR LARCH TYPICAL JOISTS & RAFTERS: #2 BEAMS (4X & LARGER): #1 POSTS & COLUMNS: #1 GLU-LAM BEAMS: Fb= 2400 PSI MAIN GIRDERS: COMBINATION 24F-V8 PURLINS: COMBINATION 24F-V4 : -----: ----------: ----------------: --.--------------------: . . . . . . . . . . . ·-----·----------·----------------·----------------------· . . . . . . . . . . . . . . . . ·-----·----------·----------------·----------------------· . . . . . . . . . . • . . . . ·-----·----------·----------------·----------------------· . . . . . . . . . DATE . . · REVISION . . PAGES . . . ·-----·----------·----------------·----------------------· . . . . . . ? .. ·, .: 77 •j_1A .. ARCON ENGINEERS • • CORPORATION ~f ~ ~IL-T -IJ!P ~IIJ4 ~II . 11.--rW~~ . ,,i_ll ~X G,. IL, J". 0 i-. ~ &. PROJECT: of4J~ ~,bc.lfjC-JOB NO. ~CM l"HA?~ .1l' BY: le-. ~ ITEM: ~ ~ DATE: 8 ..-!;, .-8t!:> i.1? tsf I. t? l.l PAGE J{ OF 77 . ~¼::-j y_ '2411 arLJe7 @. t?1-tP11 t:P.C.. -:e.+ • • • • • • (_ - • · L?.A1T l~LATlt:>iJ ~iJ~~7 M~. ~ ~~l:fc.T. + Hl$C, .~U=:;,f. ~~IL.-:,IWeq, -.. I,~ I.~ I. 1 ,.~ti I ~.c; ~ ( AW '2,P ~f. Ft:1!L ~?.) tt:J. t::1 ~F • • • • • • • • • ,. - ARCON ENGINEERS CORPORATION CANYON PACIFIC PHASE TWO ALLOWABLE ROOF JOIST SPAN Fb= 1450.00 Psi. Fv= 95.00 Psi. E= 1700.00 Ksi. L •. F.= 1.25 PROJECT: ~~ i'9A.CI flC rH~ ~t:> JOB NO. ~f?> C?VJ BY:~.~ ITEM: DATE: ~ -14 -ee PAGE ::,..3 OF 77 (Flat Roof) Wd= 10.00 Psf. Wl= 20.00 Psf. Deflection: .•. Dead + Live = L/ 240 ••• Live only = L/ 360 Max. Span Max . Span Max. Span Joist Size & Spcg. Bending Shear Deflection Max. Span Feet Feet Feet Feet 2 X 8 @ 16 " o.c. 19.92 44.26 16.51 16.51 2 X 8 @ 24 " o.c. 16.27 29.91 14.42 14.42 2 X 6 @ 16 " o.c. 15.11 33.57 12.52 12.52 2 X 6 @ 24 " o.c. 12.34 22.69 10.94 10.94 2 X 4 @ 16 " o.c. 9.62 21.36 7.97 7.97 2 X 4 @ 24 " o. c. 7.85 14.44 6.96 6.96 \'.":.· ... ·ALLOWABLE ROOF JOIST SPAN (Flat Roof) Fb= 1450.00 Psi. Wd= 12.00 Psf. Fv= 95.00 Psi. Wl= 20.00 Psf. E= 1700.00 Ksi. Deflection: ••• Dead + Live = L/ 240 L.F.= 1.25 . •• Live only = L/ 360 Max. Span Max. Span Max. Span Joist Size & Spcg. Bending Shear Deflection Max. Span Feet Feet Feet Feet 2 X 8 @ 16 " o.c. 19.29 41.56 16.16 16.16 2 X 8 @ 24 " o.c. 15.75 28.11 14.11 14.11 .2 X 6 @ 16 " o.c. 14.63 31.53 12.26 12.26 2 X 6 @ 24 " o.c. 11.95 21.33 10.71 10.71 2 X 4 @ 16 " o.c. 9.31 20.07 7.80 7.80 2 X 4 @ 24 " o.c. 7.60 13.57 6.81 6.81 "-- PROJECT: c.A-Wi~ ~IFIC. JOB NO. ['?g,t?f:? r1-1~ :Jr BY: I< ' ~AH ITEM: ~I ~L).ci-J. DATE: fp -~ .. e>~ PAGE 4 OF 77 •• ---------------------------:=,,.------ • • • -~ • • • • ( • J_ I ?X0flV' ----~_-_4"----"---li--?krl: ~ -I -N I i ~z.'-.-.?'' --,~ -. ' •1~A ~~c_o~ 0E~~~1~E,E~~ (:_ PROJECT:~~ jq.&c.jfjc. ~A#:: Tl..1-BY:~,/41A.M DA TE: ~ -~-[!)!!? PAGE 'S OF 7 7 • • • • • • • • . ;..--.. I .~ \ ., ... ..._- • WOOD EEAM DESIGN BEAM:RB-1 Try 4 X D.F.# 1 Fb= Fv= E= 1500.00 Psi. 95.00 Psi. 1800.00 Ksi. D.L./(D.L.+L.L.)= 0.40 L.F.= 1.25 At= 120 Sq.Ft.----> r= 0.00 w = Wa= Wb= We= Wd= Pe= Pf= Pg= ML= 268. 00 L·Lbs./Ft. 0.00 Lbs./Ft. 0.00 Lbs./Ft. 0.00 Lbs./Ft. 0.00 Lbs./Ft. o.o Lbs. o.o Lbs. o.o Lbs. 0.0 Lbs.-Ft. RL= 2144.00 Lbs. L = a= b = C = d = e = f = g = MR= RR= (+)Mmax.= V= 8576.0 Lbs.-Ft. 2144.0 Lbs. dm= 9.70 II dv= 7.74 w= dy= 9.80 II (+/-) Required d= 9.80 11 / 16.00 Ft. o.oo Ft. 0.00 Ft. o.oo Ft. 0.00 Ft. 0.00 Ft. 0.00 Ft. 0.00 Ft. 0.00 Lbs.-Ft. 2144.00 Lbs. Dtl= L/ D11= L/ 268.00 #/' ---dv= ---------> USE: RL "L" 240 360 7.16 II ,/ 4 X 10 D.F.# 1 ====-------------------- RR, l~ .. ---. - • • • . .,.---. \ ___ . • • • • • PROJECT: ~µ--(.::,1-.J lec-lfjC. t::7/--tAS!==-'JC BY: f-., fH.Arl PAGE y OF '"J 7 GLU-LAM BEAM DESIGN BEAM:RB-2 Try 3.125 X G.L.-B. WcD::r::r:::r--.-:r::c:r::rJ1 Wd Fb= 2400.00 Psi. Fv= 165.00 Psi. E= 1800.00 Ksi. w = 247.20 Lbs./Ft. Wa= o.oo Lbs./Ft. Wb= o.oo Lbs./Ft. We= 0.00 Lbs./Ft. Wd= 0.00 Lbs./Ft. Pe= o.o Lbs. Pf= 0.0 Lbs. Pg= o.o Lbs. ML= o.o Lbs.-Ft. RL= 4882.20 Lbs. D.L./(D.L.+L.L.)= 0.40 L.F.= 1.25 At= 316 Sq.Ft. ----> r= L = a = b =, C = d = e = ,f. = 39.50 0.00 o.oo 0.00 o.·oo 0.00 o.oo o.oo Ft.v / Ft. Ft. Ft. Ft. Ft. Ft. Ft. 0.13 g = MR= o.o Lbs.-Ft. '' RR= 4882.20 Lbs. l "c" ~ ,. r l "d" ~ ,. >- Wb RL "L" (+}Mmax.= V= 48211.7 Lbs.-Ft. 4882.2 Lbs. Dtl= D11= L/ 180 L/ 360 dm= 19.78 II dv= 11.36 w= 247.20 #/' ---dv= 10.84 II dy= 23.61 II (+/-) Required d= 23.61 11 ---------> USE: 3.125 x24.0 G.L.B. BEAM:RB-3 ============== Fb= 2400.00 Psi. Fv= 165.00 Psi. E= 1800.00 Ksi. w = Wa= Wb= We= Wd= Pe= Pf= Pg= ML= RL= 253.60 o.oo o.oo o.oo o.oo o.o 0.0 o.o o.o 4247.80 (+)Mmax.= V= dm= 16.84 dv= 9.89 dy= 20.20 Required d= Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs. Lbs. Lbs. Lbs.-Ft. Lbs. 35575.3 4247.8 II II (+/-) 20.20 Try 3.125 X G.L.B. D.L./(D.L.+L.L.)= 0.40 L.F.= 1.25 ====--------------------with 1.25 In. camber At= 268 Sq.Ft.----> r= 0.09 L = 33.50 Ft., a = o.oo Ft. b = 0.00 Ft. C = 0.00 Ft. • d = o.oo Ft. e = 0.00 Ft. f = 0.00 Ft. '9 = o.oo Ft. MR= o.o Lbs.-Ft. RR= 4247.80 Lbs. Lbs.-Ft. Dtl= L/ 180 Lbs. D11= L/ 360 w= 253.60 #/' --:--dv= 9.42 II II ---------> USE: 3.125 x21.0 G.L.B. ====-~:_-,,i------------ RR -· r _..;.___ • • • . /'' \:_ • • • • • GLU-LAM BEAM DESIGN BEAM:RB-4 Fb= 2400.00 Psi. Fv= 165.00 Psi. E= 1800.00 Ksi. W= 1100.00 Lbs./Ft. Wa= o.oo Lbs./Ft. Wb= 0.00 Lbs./Ft. ·we= o.oo Lbs./Ft. Wd= 0.00 Lbs./Ft. Pe= o.o Lbs. Pf= o.o Lbs. Pg= o.o Lbs. ML= o.o Lbs.-Ft. RL= 18333 Lbs. PROJECT: o.-\l--( t>IJ_ fL>c.,\flC-, fr)~j Try 5.125 X . G.L.B. ~10~-'.-.~ 88_0_r:3' ___ _ 8') • ~ I f~~ DATE: '4 -2B_-8S ___ _ PAGE 7 OF ] ] WcD::D::,..,._ --=r:rT11J Wd J ·c· J ,k "d" ,l, D.L./(D.L.+L.L.)= 0.44 L.F.= 1.25 At= 1200 Sq.Ft.----> r= o.4 o 111i1111 Wb L= a= b = C = d = e = f = g = MR= 33.33 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.0 Ft. Ft. Ft. Ft. Ft. Ft. Ft. Ft. Lbs.-Ft. RR= 18333.15 Lbs. J J, 8~...........+-r--t--r-r-,-,-,--8 RL RR (+)Mmax.= 152774.7 Lbs.-Ft. V= 18333 .1 Lbs .. Dtl= L/ D11= L/ 180 360 dm= 28.04" dv= 26.02 w= 1100.00 #/1 ---dV= 23.02 II dy= 27.16" (+/-) Required d= 28.04 11 ---------> USE: 5.125 x28.5 G.L.B. ====--------------------with 1.13 In. camber BEAM:RB-A~ Try 5.125 X G.L.B. Fb= 2400.00 Psi. D.L./(O.L.+L.L.)= 0.44 Fv= 165.00 Psi. L.F.= 1.2.~ E= 1800.00 Ksi. At= 1086 Sq.Ft. ----> r= 0.40 w = 1100.00 Lbs./Ft. L = 27.17 Ft. Wa= o.oo Lbs./Ft. a= o.oo Ft. Wb= o.oo Lbs./Ft. b = 0.00 Ft. We= 0.00 Lbs./Ft. C = 0.00 Ft. Wd= o.oo Lbs./Ft. d = 0.00 Ft. Pe= o.o Lbs. e = 0.00 Ft. Pf= o.o Lbs. f = o.oo Ft. Pg= o.o Lbs. g = 0.00 Ft. ML= o.o Lbs.-Ft. MR= 0.0 Lbs.-Ft. RL= 14944 Lbs. RR= 14943.50 Lbs. (+)Mmax.= 101503.7 Lbs.-Ft. Dtl= L/ 180 V= 14943.5 Lbs. D11= L/ 360 dm= 22.58 II dv= 21. 21 w= 1100 • 00 #/I. -·--dV= 18 • 76 II dy= 22.14 II (+/-) Required d= 22.58 11 ---------> USE: 5.125 x22.5 G.L.B. ====--------------------with 1.02 In. camber • • • • . /-( '-._., • • • • • GLU-LAM BEAM DESIGN BEAM:RB-6 Fb= 2400.00 Psi. Fv= 165.00 Psi. E= 1800.00 Ksi. W = 1017.00 Lbs./Ft. Wa= o.oo Lbs./Ft. Wb= 0.00 Lbs./Ft. We= o.oo Lbs./Ft. Wd= 0.00 Lbs./Ft. Pe= o.o Lbs. Pf= 0.0 Lbs. Pg= 0.0 Lbs. ML= 0.0 Lbs.-Ft. RL= 16950 Lbs. Try 5.125 X G.L.B. D.L./(D.L.+L.L.)= 0.44 JOB No. BB0'C? DATE: Oj -,).e:,-~ PAGE (3 OF 1J WcCtt:r::r-,.,. -=r:::r:r:OJ Wd } "c" J J, "d" J L.F.= 1.25 At= 1050 Sq.Ft. ----> r= Wo Wb o.4 o 11111111 111111111 L = a= b = C = d = e = f = g = MR= 33.33 o.oo 0.00 o.oo 0.00 0.00 o.oo 0.00 o.o Ft. Ft. Ft. Ft. Ft. Ft. Ft. Ft. Lbs.-Ft. RR= 16949.83 Lbs. J "o" J, J "b" } G" w re I Pf I Pc 8 jl : !) :;ii T 1111 ( I I I I [I MR ' ~ , AA . "g" / . "L" 1 (+)Mmax.= 141247.2 Lbs.-Ft. Dtl= L/ D11= L/ 180 360 V= 16949.8 Lbs. dm= 26.90" dv= 24.05 w= 1017.00 #/' ---dv= 21.47" dy= 26.46 11 (+/-) Required d= 26.90" ---------> BEAM:RB-7 Fb= 2400.00 Fv= 165.00 Psi. Psi.. Try 5.125 X G.L.B. D.L./(D.L.+L.L.)= 0.44 L.F.= 1.25 USE: 5.125 x27.0 G.L.B. ====--------------------with 1.23 In. camber E= 1800.00 Ksi. At= 992 Sq.Ft.----> r= 0.40 w = 1017.00 Wa= 0.00 Wb= o.oo We= o.oo Wd= o.oo Pe= o.o Pf= o.o Pg= o.o ML= o.o RL= 13816 Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs. Lbs. Lbs. Lbs.-Ft. Lbs. L = a= b = C = d = e = f = g = MR= RR= (+)·Mmax.= V= 93844.8 Lbs.-Ft. 13815.9 Lbs. dm= 21.66" dv= 19.61 w= dy= 21.57 " (+/-) ' Required d= 21.66" 27.17 Ft. o.oo Ft. 0.00 Ft. o.oo Ft. o.oo Ft. o.oo Ft. o.oo Ft. o.oo Ft. o.o Lbs.-Ft. 13815.95 Lbs.· Dtl= L/ 180 D11= L/ 360 1017.00 #/' ---dv= 17.50" ---------> USE: 5.125 x22.5 G.L.B. ====--------------------with 0.94 In. camber • _,.,.,-._ • • • • • ( '-- • • • • • CANYON PACIFIC PHASE TWO /oLl'?~ Page S Of '77 BEAM : RB-8 DL/ (DL+LL) = 14943.0 FULL LOAD 0.440 I\ WIDTH: DEPTH: E : 5.125 In. 31.5 In. 1800.0 Ksi. MIN. DEPTH: LOAD FACT.: 30.4 1.25 0.0 6.1 I 4o.o I o.o J---------1---------------------------1---------J MOMENTS :124807.6 124807.6 o.o o.o (Lbs.-Ft) 151645.5 ZERO MOM. . 6.0 40.0 (Feet) . MAX +MOM. . 23.0 (Feet) . SHEARS . 22313.0 24060.2 17819.8 o.o (Pounds) . REACTIONS: 46373.2 17819.8 (Pounds) DEFLECT. . 1.612 (Inches) . CAMBER . . CASE 2: -------- 6574.9 L.L. AT BAY MOMENTS ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . CASE 3: --------14943.0 L.L • AT CANTS. MOMENTS ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . USE 1.064 (Inches) DEPTH: 31.5 In. MIN. DEPTH: 30.8 o.o ,~ 1047.0 ~, V V A ·A 6.1 I 40.0 I o.o 1---------1--------------------------~1---------J . 54915.3 54915.3 o.o o.o (Lbs.-Ft) . 182842.4 . 2.6 40.0 (Feet) . . 21. 3 (Feet) . . 9817.7 22312.9 19567.1 0.0 (Pounds) . 32130.6 19567.1 (Pounds) 1.612 (Inches) DEPTH: 28.5 In. MIN. DEPTH: 28.0 0.0 ,~ 460.7 ~, V V A A 6.1 I 4o.o I o.o J---------1---------------------------1---------J :124807.6 124807.6 40298.7 . 13.5 . . 26.8 . . 22313.0 12333.8 . 34646.8 -0.063 . 5.125 X 31.5 with . -------------------------1.064 camber@ bay o.o 40.0 6093.4 6093.4 0 • 0 ( Lbs • -Ft) (Feet) (Feet) o.o (Pounds) (Pounds) (Inches) • • • . ,:· \_. . • • • • • ARCON ENGINEERS CORPORATION I l.---= 14,1710 1J =-770 I,:?) 0 1f' /( \I = ¥-Z2;, .f-- .M = l!7bcP1 ~:... i PROJECT: ~µ-,-~µ f?AGlf!C A-tASI!-jj: ITEM: /t-qif: Ft:tf114~ ~4',i== JOB NO. tf!!;Je, 06 BY:~-~ DATE: q -£E3> -f!:;O PAGE /0 OF 7 7 ~f_A4_~_~_f ____ ,,_r_,+t~4~~b~ ~4,C?' • • • • ,,-· ' . ( . \ ,·-_) • • • • _,... ( \, j '-....:; -~ • ENGINEERS ORATION GLU-LAM BEAM DESIGN BEAM:RB-9 PROJECT: a.:.W:::cdJ. ~..c..lflc.. ~,A,$f-. $ ITEM:~ F~HI~ Try 5.125 X DATE: :'f-,;26 -8& PAGE I) OF J J G.L.B. wcn-r-r-,__ ____,...,.-rti1 Wd Fb= 2400.00 Psi. D.L./(D.L.+L.L.)= 0.44 ~ ·c· J ~ "d" ~ Fv= 165.00 Psi. L.F.= 1.25 ,. ,. r E= 1800.00 Ksi. At= 794 Sq.Ft. 0.40 Wb ----> r= I I I 111111 "o" L "b" ~ ,. ,. W= 687.50 Lbs./Ft. L = 35.00 Ft. 8 Wa= o.oo Lbs./Ft. a = 0.00 Ft. Wb= o.oo Lbs./Ft. b 0.00 Ft. = We= o.oo Lbs./Ft. C = o.oo Ft. Wd= o.oo Lbs./Ft. d = o.oo Ft. RL Pe= o.o Lbs. e = o.oo Ft. Pf= o.o Lbs. f = 0.00 Ft. Pg= 0.0 Lbs. g = o.oo Ft. ML= o.o Lbs.-Ft. MR= o.o Lbs.-Ft. RL= 12031 Lbs. RR= 12031. 25· Lbs. (+)Mmax.= 105273.4 Lbs.-Ft.· V= 12031.3 Lbs. dm= 23.02 II dv= 17.07 w= dy= 2 4 • 3 8 . II ( + /-) Dtl= L/ D11= L/ 180 360 687.50 #/' ---dv= 15.79" "L" Required d= 24.38" ---------> USE: 5.125 x25.5 G.L.B. BEAM:RB-11 Fb= 2400.00 Psi. Fv= 165.00 Psi. E= 1800.00 Ksi. W= 742.00 Lbs./Ft. Wa= o.oo Lbs./Ft. Wb= o.oo Lbs./Ft. We= o.oo Lbs./Ft. Wd= 0.00 Lbs./Ft. Pe= o.o Lbs. Pf= 0.0 Lbs. Pg= 0.0 Lbs. ML= o.o Lbs.-Ft. RL= 9646.00 Lbs. Try 5.125 X G.L.B. D.L./(D.L.+L.L.)= 0.44 L.F.= 1.25 ====----~---------------with 1.20 In. camber At= 702 Sq.Ft.----> r= 0.40 L = a= b = C = d = e = f = g = MR= RR= 26.00 o.oo 0.00 o.oo 0.00 o.oo 0.00 o.oo 0.0 9646.00 Ft. Ft. Ft. Ft. Ft. Ft. Ft. Ft. Lbs.-Ft. Lbs. (+)·Mmax.= V= 62699.0 Lbs.-Ft. 9646.0 Lbs. Dtl= D11= L/ 180 L/ 360 dm= 17.50" dv= 13.69 w= 742.00 #/' ---dv= 12.58 II dy= 18.58 II (+/-) Required d= 18.58 11 ---------> USE: 5.125 xl9.5 G.L.B. ====--------------------with 0.88 In. camber RR • • • • • . (': \ · .. '-....- • • • • / .. ·. ·--·~ • CANYON PACIFIC PHASE TWO ~Ll?Gr, £±. Page [Q Of ----;7 BEAM: RB-12 DL/(DL+LL)= 18333.0 FULL .LOAD 0.440 A WIDTH: DEPTH: E : 5.125 In. 33.0 In. 180000 Ksi. MIN. DEPTH: 32.3 LOAD FACT.: 1.25 14944.0 A 6.1 I 4o.5 I 6.1 /---------/---------------------------/---------/ MOMENTS :147520.6 147520.6 124814.3 124814.3 (Lbs.-Ft) 89509.8 ZERO MOM. . 8.0 33.5 (Feet) . MAX +MOM. . 20.8 (Feet) . SHEARS . 25703.0 22835.6 21714.4 22314.0 (Pounds) . REACTIONS: 48538.6 44028.4 (Pounds) DEFLECT. . 0.664 (Inches) . CAMBER . 0.438 (Inches) . CASE 2: DEPTH: 30.0 In. MIN. DEPTH: 29.3 -------- 8066.5-6575.4 I~ 1100.0 ~, L.L. AT V V BAY A A 6.1 I 4o.5 I 6.1 /---------/---------------------------/---------/ MOMENTS ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . CASE 3: --------18333.0 L.L. AT CANTS. MOMENTS ZERO MO~. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . USE 64909.1 64909.1 54918.3 54918.3 (Lbs.-Ft) . . 165648.4 . 3.1 37.8 (Feet) . . 20.5 (Feet) . . 11309.3 22521.7 22028.3 9818.2 (Pounds) . 33831.0 31846.5 (Pounds) 0.664 (Inches) DEPTH: 33.0 In. MIN. DEPTH: 32.3 14944.0 ,~ 484.0 ~, V V A A 6.1 I 4o.5 I 6.1 /---------/---------------------------/---------/ :147520.6 147520.6 -36607.6 . NA . . 21.4 . . 2.5703. 0 10361.6 . 36064.6 -0.686 . 5.125 X 33.0 with . -------------------------0.438 camber @ bay 124814.3 NA 9240.4 31554.4 124814.3 (Lbs.-Ft) (Feet) (Feet) 22314.0 (Pounds) (Pounds) (Inches) • ·--• • • • CANYON PACIFIC PHASE TWO p;;WG:r.~ BEAM: RB-13 DL/(DL+LL)= 16950.0 FULL LOAD 0.440 WIDTH: DEPTH: E : 5.125 In. 31.5 In. 1800.0 Ksi. Page I~ Of 77 MIN. DEPTH: 30.1 LOAD FACT.: 1.25 13816.0 6.1 I 4o.5 I 6.1 /---------/---------------------------/---------/ MOMENTS :136391.6 136391.6 ZERO MOM. : 8.0 MAX +MOM. : SHEARS : 23763.9 21112.7 ~ACTIONS: 44876.6 DEFLECT. : CAMBER: CASE 2: 7458.0 L.L. AT BAY .. DEPTH: 82756.3 20.8 0.706 0.466 28.5 1017.0 115393.8 33.5 20075.8 40705.7 In. 115393.8 (Lbs.-Ft) (Feet) . (Feet) 20629.9 (Pounds) MIN. DEPTH: (Pounds) (Inches) (Inches) 28.1 6079.0 6.1 I 40.5 I 6.1 . /-- (. .·. /---------/---------------------------/---------/ • • • • • ''-.:'_·-MOMENTS ZERO MOM. . MAX +MOM. SHEARS REACTIONS: DEFLECT. . . CASE 3: --------16950.0 L.L. AT CANTS. MOMENTS ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . USE : 60012.3 60012.3 153149.6 . . 3.1 . . 20.5 . 10456.1 . 20822.4 31278.5 0.706 DEPTH: 31.5 ,~ 447.5 V /\ 50773.3 37.8 20366.1 29443.3 In. 50773.3 (Lbs.-Ft) (Feet) (Feet) 9077.2 (Pounds) (Pounds) (Inches) MIN. DEPTH: 30.1 13816.0 6.1 I 4o.5 I 6.1 /---------/---------------------------/---------/ :136391.6 136391.6 . NA . . . . 23763.9 9579.9 . 33343.8 . 5.125 X 31.5 . -33844.9 21.4 .-0.729 with 115393.8 NA 8543.0 29172.9 115393.8 (Lbs.-Ft) (Feet) (Feet) 20629.9 (Pounds) (Pounds) (Inches) I =====-------------------------,. --. 0.466 camber @ bay • .------- • • • • CANYON PACIFIC PHASE TWO Page / ¥ Of J7 ~ .. ~ BEAM: RB-14 WIDTH: . MIN. DEPTH: DEPTH: LOAD FACT.: DL/ (DL+LL) = 13816.0 0.440 E : 5.125 In. 27.0 In. 1800.0 Ksi. FULL LOAD I~ ,~.,~,,~r-~~·~n,n1,n°.n1.~1n·n°~n.~n,nn,~n.,n, ~I V V A A • 6.1 I 24.0 I o.o /---------/---------------------------/---------/ 26.1 1.25 o.o MOMENTS :115393.8 115393.8 o.o 24.0 7395.9 7395.9 0.0 (Lbs.-Ft) ZERO MOM. : MAX +MOM. : 26892.7 16.7 (Feet) (Feet) SHEARS : 20629.9 9.5 17012.1 37642.0 o.o (Pounds) REACTIONS: DEFLECT. : CAMBER: CASE 2: 6079.0 L.L. AT BAY -0.066 -0.044 DEPTH: 19.5 In. MIN. DEPTH: A A 6.1 I 24.o I o.o 1~--------1---------------------------1---------1 (Pounds) (Inches) (Inches) 18.1 ·o. o . (: \:.:__ · . MOMENTS : 50773.3 50773.3 o.o 0.0 (Lbs.-Ft) (Feet) (Feet) (Pounds) (Pounds) (Inches) • • • • ( • ZERO MOM. : 4.2 MAX +MOM. : SHEARS : 9077.2 14319.6 REACTIONS: 23396.7 DEFLECT. : CASE 3: DEPTH: 50037.7 14.1 -0.066 27.0 24.0 10088.4 10088.4 In. o.o MIN. DEPTH: 26.1 0.0 13816.0 L.L • 447.5 I~ :m::r.::r.TI".TI".:.n-.:.n-.:.-r.:.T.:.T.1mmm,-:-,.:,':'.1','.'.1',~.r,rr:rr:m,m-,,·.n:,·.n:,·r:-,·ntnt ~ I AT CANTS. MOMENTS ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . USE V V A A 6.1 I 24.0 I o.o /---------/---------------------------/---------/ :115393.8 115393.8 . 21.5 . . . . 20629.9 10177.8 . 30807.7 . 5.125 X 27.0 . 352.5 22.7 -0.276 with 0.0 24.0 561.7 561.7 0.0 (Lbs.-Ft) (Feet) (Feet) o.o (Pounds) (Pounds) (Inches) =====--------------------------0.044 camber @ bay PROJECT: c:;AU,~ ~I r=1c JoB No. M~f:? iq.{Aet:::, :I!" BY: ~ I fHAt1 ARCON ENGINEERS CORPORATION ITEM= 14:T r:'LAµ DATE: ~ -e -e,s Wl~µq-f PAGE JS OF 77 -I _tf .. I • " Ive-.,.,. ,, )y..,. ~ _97 I (I,,' l't0-JA • ~ l i • ~~ 1,~ . : . ' .,. .. -·-• + I ~ sL. • -"""" C,,1,. 'l- (-·.· ·., ~ ,~/4~ , ... :. ~ r>, • ~ l : . :-• $~~ -==-• ~ ~ ~e>-1 ct) ~~-1 ~ • -I \ -.....; • . /;_ _;-/,:~-:-~~: .ARCON ENGINEERS , I C O R P O R A T I O N _ ... -' GLU-LAM BEAM DESIGN • BEAM:RB-lA Fb= 2400.00 Psi. Fv= 165.00 Psi. • E= 1800.00 Ksi. / \// w = 248.80 Lbs./Ft. Wa= 0.00 Lbs./Ft. Wb= o.oo Lbs./Ft. We= o.oo Lbs./Ft. Wd= 0.00 Lbs./Ft. • Pe= o.o Lbs. Pf= o.o Lbs. Pg= o.o Lbs. ML= o.o Lbs.-Ft. RL= 4665.0 Lbs. • (+)Mmax.= 43734.4 V= 4665.0 dm= 18.79 II dv= 10.86 dy= 21.55 ti (+/-) . ('' Required d= 21.55 ,_ • • • • / ( • PROJECT: o..W:Cebd ~ fl c... 1:'rltot:;. 1W«? ITEM: ~F 14¥:titf-.Jc.r Try 3.125 X G.L.B. D.L./(D.L.+L.L.)= 0.47 L.F.= 1.25 At= 300 ·sq.Ft. ~---> r= . / L = 37.50 Ft. a= 0.00 Ft. b = 0.00 Ft. c = 0.00 Ft. d = 0.00 Ft. e = 0.00 Ft: f = 0.00 Ft. g = 0.00 .Ft. JOB No. 8~'t?t? BY:~,~, DATE:. 4 ... <91-t!J& PAGE / (p OF 77 "f" RL ''c" -=:r:r:d1J Wd J "d" J Wb RR MR= 0.0 Lbs.-Ft. RR= 4665.00 Lbs. Lbs.-Ft. Dtl= L/ 180 Lbs. D11= L/ 360 w= 248.80 #/' ---dv= 10.36 II L/ II ---------> USE: 3.125 x22.5 G.L.B. ====--------------------with 1.46 In. camber • • • • {-•.. \'---· • • • • .,.,. .. ;. ' \ ._.: • GLU-LAM BEAM DESIGN BEAM:RB-1 Fb= 2400.00 Psi. Fv= 165.00 Psi. E= 1800.00 Ksi. w = 236.00 Lbs./Ft. Wa= 0.00 Lbs./Ft. Wb= o.oo Lbs./Ft. We= o.oo Lbs./Ft. Wd= 0.00 Lbs./Ft. Pe= o.o Lbs. Pf= 0.0 Lbs. Pg= o.o Lbs. ML= o.o Lbs.-Ft. RL= 5428.00 Lbs. (+)Mmax.= 62422.0 V= 5428.0 dm= 22.68 II dv= 12.63 dy= 25.98 II (+/-) Required d= 25.98 BEAM:RB-2 Fb= 2400.00 Psi. Fv= 165.00 Psi. PROJECT: ~AJ-11 t7!-l ~If! C r4-'1A~ j: Try 3.125 X G.L.B. D.L./(D.L.+L.L.)= 0.47 L.F.= 1.25 At= 368 Sg·.Fto ----> r= L = 46.00 Ft. a = 0.00 Ft. b = o.oo Ft. C = o.oo Ft. d = 0.00 Ft. e = 0.00 Ft. · f = 0.00 Ft. g = 0.00 Ft. JOB No. .@B,~6 BY: f'.-, ~ PAGE 17 OF 77 ___,...,-ri-r7 Wd ~ "d" J ,. Wb I! 11111 I I L "b" ~ ,. ,. 8 RL RR "L" MR= 0.0 Lbs.-Ft. RR= 5428.00 Lbs. Lbs.-Ft. Dtl= L/ 180 Lbs. D11= L/ 360 w= 236.00 #/' ---dv= 12.08 II II ---------> USE: 3.125 x27.0 G.L.B. ==----.-----------------with 1.82 In. camber Try 5.125 X G.L.B. D.L./(D.t.+L.L.)= -0.47 L.F.= 1.25 E= 1800.00 Ksi. At= 1131 Sq.Ft. ----> r= 0.40 W= 838.80 Lbs./Ft. L = 36.50 Ft. Wa= o.oo Lbs./Ft. a = 0.00 Ft. Wb= 0.00 Lbs./Ft. b = o.oo Ft. We= 0.00 Lbs./Ft. C = 0.00 Ft. Wd= o.oo Lbs./Ft. d = o.oo Ft. Pe= o.o Lbs. e = 0.00 Ft. Pf= o.o Lbs.· f = o.oo Ft. Pg= o.o Lbs. g = o.oo Ft. ML= o.o Lbs.-Ft. MR= o.o Lbs.-Ft. RL= 15308 Lbs. RR= 15308.10 Lbs. (+)Mmax.= 139686.4 Lbs.-Ft. Dtl= L/ 180 V= 15308.1 Lbs. D11= L/ 360 dm= 26.74 II dv= 21.72 w= 838.80 #/' ---dv= 19.76 II dy= 26.68 II (+/-) Required d= 26.74 II ---------> USE: 5.125 X27.0 G.L.B. ====--------------------with 1.56 In . camber PROJECT: c;t-.1-I-C~hJ ~.AC! fl C- ftH/-Sp ~ BY: ~ ,rrJAVI DATE: 4--~-88> PAGE ID OF 77 GLU-LAM BEAM DESIGN .----~.;........;=;,;c,_;;~~~;;..c...;;;;...;.;;.. _________________________ _ • • • (·-· • . ....... • • • • • BEAM:RB-3 Fb= 2400.00 Fv= 165.00 E= 1800.00 W= 1265.00 Wa= o.oo Wb= 0.00 We= 0.00 Wd= o.oo Pe= o.o Pf= o.o Pg= 0.0 ML= o.o RL= 17710 Psi. Psi. Ksi. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs./ft. Lbs./Ft. Lb·s. Lbs. Lbs. · Lbs.-Ft. Lbs. Try 6.750 X G.L.B. D.L./(D.L.+L.L.)= 0.47 L.F.= 1.25 At= 1170 Sq.Ft. ----> r= L = 28.00 Ft. a= 0.00 Ft. b = 0.00 Ft. c = 0.00 Ft. d = 0.00 Ft. ~ = 0.00 Ft. f = 0.00 Ft. g = 0.001 Ft. MR= 0.0 Lbs.-Ft. RR= 17710.00 Lbs. (+)Mmax.= 123970.0 Lbs.-Ft. V= 17710.0 Lbs. ·_ Dtl= L/ D11= L/ dm= 21.70 " dv= 19.08 w= 1265.00 #/' ---dv= dy= 21.41 " (+/-) Required d= 21.70 " ---------> USE: RL --=r:e:r:OJ Wd J "d" ,I, Wb !11111111 J "b" ,.l r-r--..::,.........J-.-,.....+.,........,,...,.+..,.:.,-.......-,--8 180 360 17.14 6.750 RR "L" " x22.5 G.L.B . ====--------------------with 1.07 In. camber BEAM:RB-4 Try 6.750 X G.L.B. Fb= 2400.00 Psi. D.L./(D.L.+L.L.)= 0.47 Fv= 165.00 Psi. L.F.= 1.25 E= 1800.00 Ksi. At= 1170 Sq.Ft. ----> r= 0.40 w = 1265.00 Lbs./Ft. L = 26.00 Ft. Wa= o.oo Lbs./Ft. a = 0.00 Ft. Wb= o.oo Lbs./Ft. b = o.oo Ft. We= o.oo Lbs./Ft. C = 0.00 Ft. Wd= o.oo Lbs./Ft. d = 0.00 Ft. Pe= 0.0 Lbs. e = o.oo Ft. Pf= o.o Lbs. f = 0.00 Ft. Pg= o.o Lbs. g = o.oo Ft. ML= 0.0 Lbs.-Ft. MR= 0.0 Lbs.-Ft. RL= 16445 Lbs. RR= 16445.00 Lbs.- (+)·Mmax.= 106892.5 Lbs.-Ft. Dtl= L/ 180 V= 16445.0 Lbs. D11= L/ 360 dm= 20.06" dv= 17.72 w= 1265.00 #/1 ---dV= 15.91 II dy= 19.88 II (+/-) Required d= 20.06 11 ---------> USE: 6.750 x21.0 G.L.B. ====--------------------with 0.98 In. camber • • • • • • • • • • • ' . CANYON PACIFIC PHASE TWO Page /1 Of 17 ~~-f BEAM: RB-5 WIDTH: MIN. DEPTH: DEPTH: LOAD FACT.: DL/(DL+LL)= 0.470 E . . 6.750 In. 27.0 In. 1800.0 Ksi. 17710.0 FULL I~ LOAD V A 8. o I 42. o I 8. o /---------1---------------------------1---------/ MOMENTS :182160.0 182160.0 172040.0 172040.0 101855.4 ZERO MOM. . 8.5 33.9 . MAX +MOM. . 21.2 . SHEARS . 27830.0 26806.0 26324.0 26565.0 . REACTIONS: 54636.0 52889.0 DEFLECT. . 0.900 . CAMBER : 0.634 CASE 2: DEPTH: 28.5 In. MIN. DEPTH: -------- 8323.7 I~ 1265.0 ~I L.L. AT V V BAY A A 8. o I 42. o I 8. o 26.9 1.25 16445.0 (Lbs.-Ft) (Feet) (Feet) (Pounds) (Pounds) (Inches) (Inches) 27.6 7729.2 C.~-: MOMENTS /---------1---------------------------1---------/ . 85615.2 85615.2 80858.8 80858.8 . (Lbs.-Ft) (Feet) (Feet) (Pounds) (Pounds) (Inches) ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . CASE 3: --------17710.0 L.L. AT CANTS. MOMENTS ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . ( USE ... ____ . 195700.6 . 3.5 38.7 . . 21.1 . . 13080.1 26678.2 26451.8 12485.6 . 39758.3 38937.3 0.900 DEPTH: 27.0 In. MIN. DEPTH: 26.9 16445.0 ,~ 594.6 nunmm:mnumnumnummnnu,tm1I1unnllllltlllUllllllitlnun ~, V A ------=----------------,,------v A 8.o I 42.0 I 8.o /---------1---------------------------1---------/ :182160.0 182160.0 -45952.9 . NA . . 21.4 . . 27830.0 12726.5 . 40556.5 -1.103 . 6.750 X 28.5 with . -------------------------0.634 camber@ bay 172040.0 NA 12244.6 38809.6 172040.0 (Lbs.-Ft) (Feet) (Feet) 26565.0 (Pounds) (Pounds) (Inches) • _..-· --• • • • •( • • • • ( . ' • AMERICAN R.V. CENTER Page .26 Of ; ] ~L12G F BEAM: RB-6 WIDTH: DEPTH: DL/(DL+LL)= 0.470 E: 16445.0 FULL LOAD A 6.750 In. 25.5 In. 1800.0 Ksi. MIN. DEPTH: LOAD FACT.: A 25.5 1.25 o.o 8.o I 34.o I o.o 1---------1---------------------------1---------/ MOMENTS : 168520.·o 168520.0 o.o 0.0 (Lbs.-Ft) 93272.4 ZERO MOM. . 8.6 34.0 (Feet) . MAX +MOM. . 21.3 (Feet) . SHEARS . 25685.0 24591.5 14678.5 o.o (Pounds) . REACTIONS: 50276.5 14678.5 (Pounds) DEFLECT. . 0.847 (Inches) . CAMBER . 0.597 (Inches) . CASE 2: DEPTH: 25.5 In. MIN. DEPTH: 22.2 --------7729.2 0.0 I~ 1155.0 ~I L.L. AT V V BAY A A 8.o I 34.o I o.o /---------1---------------------------1---------1 MOMENTS . 79204.4 79204.4 o.o 0.0 (Lbs.-Ft) . 129644.5 ZERO MOM. . 4.0 34.0 (Feet) . MAX +MOM. . 19.0 (Feet) . SHEARS . 12072.0 21964.5 17305.5 o.o (Pounds) . REACTIONS: 34036.5 17305.5 (Pounds) DEFLECT. . 0.847 (Inches) . CASE 3: DEPTH: 25.5 In. MIN. DEPTH: 25.5 --------16445.0 o.o ,~ 542.9 ~I L.L. AT V V CANTS. MOMENTS ZERO MOM.· MAX +MOM. SHEARS REACTIONS: DEFLECT. . . USE A A 8.o I 34.o I o.o /---------1---------------------------1---------/ :168520.0 168520.0 16809.3 . 18.3 . . 26.1 . . 25685.0 14184.9 . 39869.9 -0.403 . 6.750 X 25.5 with . -------------------------0.597 camber@ bay o.o 34.0 4272.0 4272.0 0 • 0 ( Lbs • -Ft) (Feet) (Feet) o.o (Pounds) (Pounds) (Inches) ARCON ENGINEERS CORPORATION '' PROJECT: 0:-trtPIJ ~f'1~ -~~ :rr ITEM: ~I~ BY: ~.!4-W1 DATE: tf>-P--tf>f;> PAGE ,:::;;;?/ OF 17 e:-------~---_-_--.r-,Tr~~~=============ee,:-:_z,~~-,,?:;:;:;::::..-:~~--~~:::~~c-------- • • • •t·---: -, ?~a Na·'b '\ ___ ;.· ~ ~ I • ~ • • • '-. ... - • • • • •• • • • • • GLU-LAM BEAM DESIGN BEAM:RB-1 PROJECT: ~1-J ~lflC. 141A?l2 :t BY: I!-. rvit--t-f DATE: 1-,2..B-&~ PAGE c:2~ OF J7 Fb= 2400.00 Psi. Fv= 165.00 Psi. Try 6.750 X G.L.B. D.L./(D.L.+L.L.)= 0.47 L.F.= 1.25 --a:::r:I1J Wd J "d" J E= 1800.00 Ksi. At= 1408 Sq.Ft.----> r= W= 0.00 Wa= 1122.00 Wb= 1196.00 We= 0.00 Wd= 0.00 Pe= o.o Pf= o.o Pg= 0.0 ML= o.o RL= 18119 Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs. Lbs. Lbs. · Lbs.-Ft. Lbs. L = a= b = C = d= e = f = g = MR= RR= (+)Mmax.= 146280.0 Lbs.-Ft. V= 18673.5 Lbs. ·. dm= 23.68 II dv= 20.12 w= dy= 23.65 II (+/-) Required d= 23.68 11 32.00 Ft. 20.00 Ft. 12.00 Ft. o.oo Ft. o.oo Ft. RL o.oo Ft. 0.00 Ft. "L" o.oo Ft. . . 0.0 Lbs.-Ft • 18673.50 Lbs. Dtl= L/ 180 D11= L/ 360 1196.00 #/1 ---dV= 18.17 II -----~---> USE: 6.750 x24o0 Wb RR G.LoB. ====--------------------with 1.36 In. camber BEAM:RB-2 Try 6.750 X G.L.B. Fb= 2400.00 Psi. D.L./(D.L.+L.L.)= 0.47 Fv= 165.00 Psi. L.F.= 1.25 E= 1800.00 Ksi. At= 1166 Sq.Ft. ----> r= 0.40 W= 1196.00 Lbs./Ft. L = 26.50 Ft. Wa= o.oo Lbs./Ft. a = o.oo Ft. Wb= o.oo Lbs./Ft. b = 0.00 Ft. We= o.oo Lbs./Ft. C = o.oo Ft. Wd= 0.00 Lbs./Ft. d = o.oo Ft. Pe= o.o Lbs. e = o.oo Ft. Pf= o.o Lbs. f = o.oo Ft. Pg= 0.0 Lbs. g = o.oo Ft. ML= o.o Lbs.-Ft. MR= o.o Lbs.-Ft. RL= 15847 Lbs. RR= 15847.00 Lbs. (+)·Mmax.= 104986.4 Lbs.-Ft. Dtl= L/ 180 V= 15847.0 Lbs. D11= L/ 360 dm= 19.87 II dv= 17.07 w= 1196.00 #/1 _;__dV= 15.42 II dy= 19.89 II (+/-) Required d= 19.89 11 ____ .;_ ____ > USE: 6.750 X21.0 G.L.B. ====--------------------with 1.00 In. camber • ,--. i' '-• •• • • CANYON PACIFIC ~-G .... --" BEAM . RB-3 . DL/(DL+LL)= 18119.0 FULL LOAD PHASE TWO WIDTH: DEPTH: 0.470 E . . A 6.750 In. 27.0 In. 1800.0 Ksi. Page~ Of 77 MIN. DEPTH: LOAD FACT.: A 26.4 1.25 15847.0 1.5 ·1 4o.o I 6.1 1---------1---------------------------1---------/ MOMENTS :169530.0 169530.0 ZERO MOM. : MAX +MOM. : SHEARS : 27089.0 REACTIONS: DEFLECT. : CAMBER: CASE 2: 8515.9 L.L. AT BAY A 8.6 24832.8 51921.8 DEPTH: 133019.1 88273.7 32.9 20.8 23007.2 46867.4 0.833 0.588 25.5 In. 1196.0 133019.1 (Lbs.-Ft) (Feet) (Feet) 23860.2 (Pounds) (Pounds) (Inches) (Inches) MIN. DEPTH: 25.5 7448.1 A 1.5 I · 4o.o I 6.1 /---------1---------------------------1---------/ 62519.0 (Lbs.-Ft) • (··MOMENTS . 79679.1 79679.1 62519.0 . • • • • I \ ..____ • ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . • CASE 3: --------18119.0 L.L. AT CANTS. MOMENTS ZERO MOM.· MAX +MOM. SHEARS REACTIONS: DEFLECT. . . USE 168177.9 . 3.6 . . 20.4 . . 12731.8 24349.0 . 37080.8 0.833 DEPTH: 27.0 ,~ 562.1 V 37.1 23491.0 34705.3 In. (Feet) (Feet) 11214.3 (Pounds) (Pounds) (Inches) MIN. DEPTH: 26.4 15847.0 ~, V. ----..-------------------A 1.5 I 4o.o I 6.1 1---------1---------------------------1~--------/ :169530.0 169530.0 . NA . . . . 27089.0 12155.2 . 39244.2 . 6.750 X 27.0 . -38109.5 21.6 -0.999 with 133019.1 NA 10329.6 34189.8 133019.1 (Lbs.-Ft) (Feet} (Feet) 23860.2 (Pounds) (Pounds) (Inches) =====-------------------------0.588 camber@ bay • <- '· I • - • • • . (. ' < • • • • ( '--- • CANYON PACIFIC PHASE TWO Page ;;zy Of Y, 1 ~W~, G BEAM . RB-4 . WIDTH: DEPTH: MIN. DEPTH: LOAD FACT.: 22.2 1.25 DL/(DL+LL)= 0.470 E . . 6.750 In. 22.5 In. 1800.0 Ksi. 15847.0 FULL LOAD MOMENTS ZERO MOM. MAX +MOM. SHEARS o.o ,~ ,~.,~r•~~-~~•~n,~~9.~7~6~-~o.~~,n~,~~·~~-,~-~, V V A A 6.1 I 29.o I o.o /---------1---------------------------1---------1 :128081.2 128081.2 o.o o.o (Lbs.-Ft) 48554.4 . 9.1 29.0 (Feet) . . 19.0 (Feet) . . 22386.2 18568.6 9735.4 o.o (Pounds) . REACTIONS: 40954.8 9735.4 (Pounds) DEFLECT. . -0.037 (Inches) . CAMBER . . CASE 2: --------7448.l L.L. AT BAY MOMENTS ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . CASE 3: -------- 15847.0 L.L. AT CANTS. MOMENTS ZERO MOM. MAX +MOM. SHEARS REACTIONS: DEFLECT. . . USE -0.026 (Inches) DEPTH: 18.0 In. MIN. DEPTH: 16.6 0.0 ,~ 976.0 ~, V V A A 6.1 I 29.o I o.o /---------/---------------------------/---------/ . 60198.2 60198.2 o.o o.o (Lbs.-Ft) . 74710.4 . 4.3 29.0 (Feet) . . 16.6 (Feet) . . 10521.5 16227.8 12076.2 o.o (Pounds) . 26749.3 12076.2 (Pounds) -0.037 (Inches) DEPTH: 22.5 In. MIN. DEPTH: 22.2 o.o ,~ 458.7 ~, V V A I\ 6.1 I 29.0 I :o.o 1---------1---------------------------1---------/ :128081.2 128081.2 5444.0 . 19.3 • . 24.1 . . 22386.2 11068.0 . 33454.2 -0.446 . 6.750 X 22.5 with . --------------------------0.026 camber@ bay o.o 29.0 2234.8 2234.8 0.0 (Lbs.-Ft) (Feet) (Feet) o.o (Pounds) (Pounds) (Inches) • • • • • (: ·-. • • • • • GLU-LAM BEAM DESIGN BEAM:RB-5 Fb= 2400.00 Psi. Fv= 165.00 Psi. E= 1800.00 Ksi. ,,..~ W= 242.40 Lbs./Ft. Wa= o.oo Lbs./Ft. Wb= 0.00 Lbs./Ft. We= o.oo Lbs./Ft. Wd= o.oo Lbs./Ft. Pe= o.o Lbs. Pf= 0.0 Lbs. Pg= o.o Lbs. ML= o.o Lbs.-Ft. RL= 5272.20 Lbs. F:-.,.:,c,~C•· ~Jj-(~ ¥'.AC-lf\C-------. -- ~!--[As~ ::u: ITEM: ~----f~~--liJ-~--- l?l,~6:f. 6( Try 3.125 X G.L.B. D.L./(D.L.+L.L.)= 0.40 L.F.= 1.25 At= 348 Sq.Ft.----> r= L = a= b = C = d = e = f = g = MR= 43.50 o.oo 0.00 o.oo 0.00 0.00 o.oo o.oo 0.0 Ft • ./ Ft. Ft. Ft. Ft. Ft. Ft. Ft. Lbs.-Ft. RR= 5272.20 Lbs. JOB No. e,e>C:;0 DA TE: ~ -~ -8'b PAGE :J5' OF 77 ---a:r:CTJ Wd J-"d" J Wb RL RR "L" (+)Mmax.= 57335.2 Lbs.-Ft. Dtl= L/ D11= L/ 180 360 V= 5272.2 Lbs.·_- dm= 21.69 II dv= 12.27 w= 242.40 #/1 ---dV= 11.72 II dy= 25.83 II (+/-) --- Required d= 25.83 11 ---------> USE: 3.125 x27.0 G.L.B. BEAM:RB-, Fb= 2400.00 Fv= 165.00 E= 1800.00 ./ W= 268.00 Wa= o.oo 'Wb=: 0.00 We= 0.00 Wd= 0.00 Pe= o.o Pf= 0.0 Pg= o.o ML= o.o Psi. Psi. Ksi. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs./Ft. Lbs. Lbs. Lbs. Lbs.-Ft. Try 3.125 X G.L.B. D.L./(D.L.+L.L.)= 0.40 L.F.=. 1.25 ====--------------------with 1.27 In. camber At= 224 Sq.Ft.----> r= 0.06 / L = 28.00 Ft. a= 0.00 Ft. b = 0.00 Ft. c = 0.00 Ft . d = 0.00 Ft. e = 0.00 Ft. f = 0.00 Ft. g = 0.00 Ft. MR= 0.0 Lbs.-Ft. RL= 3752.00 Lbs. RR= (+)-Mmax.= 26264.0 Lbs.-Ft. 3752.00 Lbs.· Dtl= L/ D11= L/ 180 360 V= 3752.0 Lbs. dm= 14.34 II dv= 8.73 w= dy= 17.19 II (+/-) Required d= 17.19 11 8.30 II 268.00 #/' ---dv= (/ USE: 3.125 xl8.0 ---------> G.L.B. ====--------------------with 0.81 In. camber • • • ,·· .... ' ' .. , •. (:) • • • • GLU-LAM BEAM DESIGN BEAM:RB-7 Fb= 2400.00 Psi. Fv= 165.00 Psi. E= 1800.00 Ksi. w = 248.80 Lbs./Ft. Wa= o.oo Lbs./Ft. Wb= 0.00 Lbs./Ft. We= o.oo Lbs./Ft. Wd= o.oo Lbs./Ft. Pe= o.o Lbs. Pf= o.o Lbs. Pg= 0.0 Lbs. · ML= o.o Lbs.-Ft. RL= 4665.00 Lbs. PROJECT: <2s,1-..b'~!-..l f?ACdfiC. ~;u:. ITEM: 12?7?f r1¥:M1wu- Try 3.125 X G.L.B. D.L./(D.L.+L.L.)= 0.47 ~ L.F.= 1.25 At= 300 Sq.Ft.----> r= L = 37050 Ft. a= 0.00 Ft. b = 0.00 Ft. c = 0.00 Ft. d = 0.00 Ft. e = 0.00 Ft. f = 0.00 Ft. g = 0.00 Ft. MR= 0.0 Lbs.-Ft. RR= 4665.00 Lbs. BY:~,f~ DATE: 4'-,20 -~ PAGE ..2y OF 7 7 RL RR (+)Mmax.= . 43734.4 Lbs.-Ft. Dtl= L/-180 D11= L/ 360 V= 4665.0 Lbs .. dm= 18.79" dv= 10.86 w= 248.80 #/1 ---dV= 10.36 II dy= 21.55 11 (+/-) Required d= 21.55 11 ---------> USE: 3.125 x22.5 G.L.B. ====--------------------with 1.46 In. camber PROJECT:~ jqAc.tfle.. f4::l,A$ :tt ITEM:~~ ;;µ:~ff~ ~ C,d:)Wc, ~l'--1\J ~-~ JOB NO. e,e,°C?f? BY: Ii'-.~~ DATE: f!:> .. :Z.oj -5e':;> PAGE ~z OF 77 .:----------------------------- • • I n' 1 ~+' • J ui-J~ A i,..I • t I I I I I li,b~ L 1 ~· • ee,L. 1..-~~ C1 ~7 F • Cb ,~.+ I'- c4 -~,t'J"- CIP ~ii'=- • • I l1t 11 tc-..J l 1 . I I I I 1 r~) t : I• f'' ... --- IJ-=-(li?J.I?? 1'5f)(111) + (l~t>~)( ~Yiz!1)(1~1) -LI~~.~ +/i --~- ~,::;,' iJr. ~r~ti-J = <~,4-i~)r 7 )(lP')(,i:;p~ ..... 7, 4 "-H'~ . r=t6r at 1-+-t~) 1'-RII ~. ~1-.?U ~. ~ I... c:,'' ~~ t;,'-c) ~- • I I I I • L " 'Z7' • ~L. . ~· ~ ~,z_lr- • . (' .· 7.v;lc..""I ,,,17.-1~ Z'7,4~ • C4. L--~ C4 ??t. l!::, I=-• • • ( • PROJECT: ~vw f%Cl f(C. JOB NO. ~~V)' M:fAe,t=. :it. ITEM: ~ -~ ~ I:'.[~ cB c.c:::,µc, ~fJ DATE: tf:> -~~ -be, PAGE dB OF 77 "I ff4 (1i' 1H~.') 41-vll ~- w, = ( lliJ. o/ttsf' ')( z.') "'" c,~ i-er X ~1/iz.") (it.'; = 1bl ~/, W2.. = (1~.t:":? ~)(141) + 6~1?CF)(G-1/ie!')(1 = 1117~/i fiC:f.( lt11 THI:-) ,4 L tJ> ,, 5<A. . • • • • • . /-:-... t .. •. . • • • • • ARCON ENGINEERS CORPORATION PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "E" -PANELS Concrete:· f'c= Steel: LJ fy = 3.00 Ksi.---> Inspected, use .90 3122.02 1-114--~ Clear Height: Parapet Height: Ledger Width: Total Thickness: Effective Thick.: Effective Width: 60.00 Ksi E= 23.75 Ft. 1.25 Ft. 3.50 In. """ 12.00 In. n= fr= Ig= As/bd (bal.)= As/bd (max.)= As= As= 9.29 273.86 274.63 0.0214 0.0107 0.417 0.233 SUPER-IMPOSED LOADS: Seismic Factor Cp= 0.30 Roof loads (Y/N)? Roof Dead Load: Roof Live Load: Panel DL@ H/2: DEAD LOAD+ SEISMIC: Pu+As*fy Ase=---------= fy y Service 0.270 Kips. 0.400 Kips. 1.066 Kips. 1.736 Kips. 0.26 Sq.In. Mn= Ase*fy*(d-a/2) = 46.05 Icr= Mu= Mer= 3 2 b*c n*Ase*(d-c) + ---= 2 3 Wuseis*H Pur*e ---------+ -----+ 8 fr*Ig -------- d 2 Wseis*H 2 = 23.14 Psr*e 17.64 Pu*Dn = Kip-In. Ms=--------+-----+ Ps*Ds = 8 2 2 5*Ms*H Ms-Mer Ultimate 0.378 Kips. 0.680 Kips. 1.493 Kips. 2.551 Kips. Pu+As*fy a=---------= .85*f'c*b c= a/ .85 = K-In .. 90*Mn = 2 5*Mn*H Dn= --------= 48*E*Icr 39.81 K-In. *** 2 5*Mcr*H Der=--------= 48*E*Ig Ds(max.)= H/100 = 25.34 K-In. Project: 8855 By: ___ H.M. Date: 28-Sep-88 Page~ Of 77 Ksi Psi. In. "'-4 (max. r,-) Sq.In. . · (or equiv. wind) 0.50 In. 0.59 In. 41. 44 Kip-In. 7.08 In. / O.K.! *** 0.228 In. 2.85 In. / Ds= ---------or Der+ --------*(Dn-Dcr)= 0.89 In. *** O.K.! *** 48*E*Ig Mn-Mer • • • • • • • • • (. • ARCON ENGINEERS CORPORATION PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "E" -PANELS DEAD LOAD+ LIVE LOAD: (Cont.) Pu+As*fy Ase=---------= 0.28 Sq.In. fy Mn= Ase*fy*(d-a/2) = 49.18 3 2 b*c Icr= n*Ase*(d-c) + ---= 18.50 3 K-In. Pu+As*fy a= ---------= .85*f'c*b c= -a/. 85 = .90*Mn = 2 5*Mn*H On= --------= 48*E*Icr / Project: 8855 By:___ H.M . Date: 28-Sep-88 Page~ o~ 77 0.54 In. 0.63 In. 44.26 Kip-In. 7.21 In .. Pur*e Mu=-----+ Pu*Dn = 2 21.95 K-In. *** O.K.! *** 2 fr*Ig 5*Mcr*H Mer=--------= 23.14 Kip-In. Der=--------= d Psr*e Ms=-----+ Ps*Ds = 2 2 48*E*Ig Ds(max.)= H/180 = 3.66 K-In. Os= 5*Ms*H Ms-Mer 0.228 In. 1.58 In. / ----------or Der+ --------*(On-Der)= 0.04 In. *** O.K.! *** 48*E*Ig Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= . Vertical Reinf.: .0012*b*t = .0015*b*t = 18.00 In. O.C . 0.094 Sq.In./Ft.(G60 #5 & Smaller) 0.117 Sq.In./Ft.(all other bars) Horizontal Reinforcement at shear walls: .0025*b*t = 0.195 Sq.In./Ft. Horizontal Reinforcement at other walls: .0020*b*t = 0.156 Sq.In./Ft.(G60 #5 & Smaller) .0025*b*t = 0.195 Sq.In./Ft.(all other bars) • • • • • • • • • • • .--ARCON ENGINEERS ~ C O R P O R A T I O N . ,_ SPANDREL PANEL DESIGN PANEL: BLDG. "E" - Concrete: f'c= 3.00 Steel: fy = 60.00 Clear Length: 28.50 Total Thickness: 6.!o Effective Thick.: Effective Width: 12.00 SEISMIC: ---------- As*fy Ase= ---------= 0.27 fy Mn= Ase*fY*(d-a/2) = (:·.· 3 '--.. 2 b*c Icr= n*Ase*(d-c) + ---= 2 3 Wuseis*H Mu= --------= 41.66 8 fr*Ig Mer= --------= 23.14 d 2 Wseis*H Ms= --------= 29.70 8 2 5*Ms*H Os= ---------or Der+ 48*E*Ig Ksi.---> Inspected, Ksi E= n= Ft. fr= • Ig= In. As/bd (bal. )= In. As/bd (max.)= As= As= Seismic Factor Cp= use .90 3122.02 9.29 273.86 274.63 0.0214 0.0107 0.417 0.266 0.30 As*fy Project: 8855 By:___ H.M . Date: __ 30-Sep-88 Page 3/ Of 77 Ksi Psi. In •. "4 (max. recommended) Sq. In. (or equiv. wind) Sq. In.· a= ---------= 0.52 In. .85*f'c*b c= a/ .85 = 0.61 In. 47.66 K-In. .90*Mn = 42.89 Kip-In. 2 5*Mn*H 18.08 / --------= 10.28 In. 48*E*Icr K-In. *** O.K. ! *** 2 2 5*Mcr*H Kip-In. Der= --------= 0.329 In. 48*E*Ig Ds(max. )= H/100 = 3.42 In. K-In • Ms-Mer / --------*(Dn-Dcr)= 2.99 In. *** O.K. ! *** Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t .0015*b*t ( -· Horiz. Reinf.: .0020*b*t .0025*b*t = = = = 18.00 In. O.C. 0.094 Sq.In./Ft.(G60 #5 & Smaller) 0.117 Sq.In./Ft.(all other bars) 0.156 Sq.In./Ft.(G60 #5 & Smaller) 0.195 Sq.In./Ft.(all other bars) • ..... --..... \ • • • • r::·._ • ' ' \_,. • • • • I \ -- • ARCON ENGINEERS C O R P O R A T I O N SPANDREL PANEL DESIGN PANEL: BLDG. "E" - Concrete: f'c= 3.00 Steel: fy = 60.00 Clear Length: Total Thickness: 23.50 Effective Thick.: 6.50 Effective Width: 12.00 SEISMIC: ---------- As*fy Ase= ---------= 0.21 fy Mn= Ase*fY*(d-a/2) = 3 2 ·b*c Icr= n*Ase*(d-c) + ---= 2 3 Wuseis*H Mu= --------= 28.32 8 fr*Ig Mer= --------= 23.14 d 2 Wseis*H Ms= --------= 20.19 8 2 5*Ms*H Os= ---------or Der + 48*E*Ig Ksi.---> Inspected, Ksi E= n= Ft. fr= Ig= In. As/bd (bal.) = In. As/bd (max.)= As= As= Seismic Factor Cp= use .90 3122.02 9.29 273.86 274.63 0.0214 0.0107 0.417 0.207 0.30 As*fy Project: 8855 By:__ H.M. Date: 30-Sep-88 Page~ Of 77 Ksi Psi. In.A4 (max. recommended) Sq.In. (or equiv. wind) Sq.In. a= ---------= 0.41 In. .85*f'c*b c= a/.85 = 0.48 In. 37.79 K-In. .90*Mn = 34.01 Kip-In. 2 5*Mn*H 15.20 On= --------= 6.60 In. / 48*E*Icr K-In. *** O.K. ! *** 2 2 5*Mcr*H Kip-In. Der= --------= 0.224 In. 48*E*Ig Ds(max. )= H/100 = 2.82 In. K-In. Ms-Mer / --------*(On-Der)= 0.20 In. *** O.K. ! *** Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: . 0012*b*t .0015*b*t Horiz. Reinf.: .0020*b*t .0025*b*t = = = = 18.00 In. O.C • 0.094 Sq.In./Ft.(G60 #5 & Smaller) 0.117 Sq.In./Ft.(all other bars) 0.156 Sq.In./Ft.(G60 #5 & smaller) 0.195 Sq.In./Ft. (all other bars) • /,.-- • • • • r-:. . \.· • • • • ( ·- • ARCON ENGINEERS CORPORATION PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "E" -PANELS z.o, ZlJ '3 I' Concrete: f'c= 3.00 Ksi.---> Inspected, Steel: fy = 60.00 Ks i J ! 'f ,1 E= { Z It n= Clear Height: 21.50 Ft. = 27 ~t.:&. fr= z,' ~" Parapet Height: 3.50 Ft. -Ig= Ledger Width: 3.50 In. As/bd (bal. )= Total Thickness: In. As/bd (max.)= Effective Thick.: 6.50 In. As= Effective Width: 38.00 In. As= use .90 3122.02 9.29 273.86 869.65 0.0214 0.0107 1.320 2.170 Project: 8855 By: ___ H.M. Date: 28-Sep-88 Page~ Of 77 Ksi Psi. In."'4 SUPER-IMPOSED LOADS: Seismic Factor Cp= 0.30 (or equiv. wind) Roof loads (Y/N)? Roof Dead Load: Roof Live Load: Panel DL@ H/2: y Service 11.020 K~ps.L-gee, 8.530 Kips.r 3.666 Kips. 23.216 Kips • DEAD LOAD+ SEISMIC: Pu+As*fy Ultimate 15.428 Kips. 14.501 Kips. 5.133 Kips. 35.062 Kips. Pu+As*fy Ase=---------= 2.43 Sq.In. a=---------= 1.50 In. fy .85*f'c*b Mn= Ase*fY*(d-a/2) = c= a/.85 = 363.85 K-In •• 90*Mn = Icr= Mu= Mer= 3 2 b*c n*Ase*(d-c) + ---= 2 3 Wuseis*H Pur*e 119.52 ---------+ 8 -----+ Pu*Dn = 2 fr*Ig --------= d 2 Wseis*H 73. 28 Kip-In. Psr*e Ms=--------+-----+ Ps*Ds = 8 2 2 5*Ms*H Ms-Mer 2 5*Mn*H On=--------= 48*E*Icr 218.39 K-In. *** 2 5*Mcr*H Der=--------= 48*E*Ig Ds(max.)= H/100 = 128.60 K-In. 1.77 In. 327.46 Kip-In. 6.76 In • ~ O.K. ! *** -0.187 In. 2.58 In. ======= Os=---------or Der+ --------*(On-Der)= 1.44 In. *** O.K.! *** 48*E*Ig Mn-Mer • • • • • • • • /-· ARCON ENGINEERS l'. CORPORATION PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "E" -PANELS ================= DEAD LOAD+ LIVE LOAD: (Cont.) Pu+As*fy Ase=---------= 2.75 Sq.In. fy Mn= Ase*fy*(d-a/2) = 396.18 3 2 b*c Icr= n*Ase*(d-c) + ---= 141.88 3 Pur*e Mu= -----+ Pu*Dn -· 318.44 K-In. K-In. Pu+As*fy a=---------= .85*f'c*b c= a/.85 = .90*Mn = 2 5*Mn*H On= --------= Project: 8855 By: ___ H.M. Date: 28-Sep-88 Page~ Of 77 1.71 In. 2.01 In. 356.56 Kip-In. 6.20 In. 48*E*Icr / *** O.K. ! *** 2 =============== 2 r.-· \._ .. fr*Ig 5*Mcr*H Mer= --------= 73.28 Kip-In. Der= --------= 0.187 In . d 48*E*Ig Os (max.)= H/180 = 1.43 In. Psr*e Ms= -----+ Ps*Ds = 70.47 K-In. 2 2 / Os = 5*Ms*H Ms-Mer ----------or Der + --------*(On-Der)= 0.18 In. *** O.K. ! *** 48*E*Ig Mn-Mer REINFORCEMENT DETA~LING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t = .0015*b*t = 18.00 In. O.C. 0.094 Sq.In./Ft.(G60 #5 & Smaller) 0.117 Sq.In./Ft.(all other bars) • Horizontal Reinforcement at shear walls: .0025*b*t = 0.195 Sq.In./Ft. #5@ 1811 HORIZ. Horizontal Reinforcement at other walls: .0020*b*t = 0.156 Sq.In./Ft.(G60 #5 & Smaller) .0025*b*t = 0.195 Sq.In./Ft.(all other bars) • . . ( • • .-,. ARCON ENGINEERS '- • • • • ,,... . ( ·' • • • • (. • · C O R P O R A T I O N PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "F" -PANELS Project: 8855 By:___ H.M. Date: 29-Sep-88 Pag~ 35° Of 77 Concrete: f'c= stzl: J fy = 3.00 Ksi.---> Inspected, 60.00 Ksi E= use .90 3122.02 Ksi H t-=~7' Clar Height: Parapet Height: Ledger·width: Total Thickness: 21.50 Ft. 1.50 Ft. 3.50 In • .._... n= fr= Ig= As/bd (bal. ) = As/bd (max.)= As= 9.29 273.86 Psi. 166.38 In."4 0.0214 0.0107 Effective Thick.: Effective Width: 5.50 In. 12.00 In. 0.353 (max. recommended) As= 0.233 Sq.In. SUPER-IMPOSED LOADS: Seismic Factor Cp= 0.30 (or equiv. wind) Roof loads (Y/N)? Roof Dead Load: Roof Live Load: Panel DL@ H/2: DEAD LOAD+ SEISMIC: Pu+As*fy Ase=---------= fy y Service 0.357 Kips. 0.460 Kips. 0.842 Kips. 1.659 Kips. 0.25 Sq.In. Ultimate 0.500 Kips. 0.782 Kips. 1.179 Kips. 2.461 Kips. Pu+As*fy a=---------= .85*f'c*b Mn= Ase*fY*(d-a/2) = c= a/.85 = 38.05 K-In .• 90*Mn = Icr= Mu= Mer= 3 2 b*c n*Ase*(d-c) + ---= 2 3 Wuseis*H Pur*e 11.84 ---------+ 8 -----+ Pu*Dn = 2 fr*Ig --------= d 2 Wseis*H 16.57 Kip-In. Psr*e Ms=--------+-----+ Ps*Ds = 8 2 2 5*Ms*H Ms-Mer 2 5*Mn*H Dn= --------= 48*E*Icr 30.22 K-In. *** 2 5*Mcr*H Der=--------= 48*E*Ig Ds(max.)= H/100 = 18.51 K-In. 0.50 In. 0.58 In. 34.24 Kip-In. 7.14 In. V O.K. ! *** 0.221 In. 2.58 In. Ds= ---------or Der+ --------*(Dn-Dcr)= 0.85 In. *** O.K.! *** · 48*E*Ig Mn-Mer • -- • • • • ,· .( ·, -. • • ARCON ENGINEERS CORPORATI 0 N PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "F" -PANELS DEAD LOAD+ LIVE LOAD: ----------------------(Cont.) Pu+As*fy Ase=---------= ·o. 27 sq. In. fy Mn= Ase*fY*(d-a/2) = 40.73 3 2 b*c Icr= n*Ase*(d-c) + ---= 12.41 3 Pur*e Mu= -----+ Pu*Dn = 21.94 2 fr*Ig Mer= --------= 16.57 Kip-In. d Pu+As*fy a=---------= .85*f'c*b c= a/.85 = K-In. .90*Mn = 2 5*Mn*H Dn= --------= Project: 8855 By:___ H.M. Date: 29-Sep-88 Pagec3<p Of 77 0.54 In. 0.63 In. 36.66 Kip-In. 7.29 In. 48*E*Icr/ K-In. *** O.K. ! *** 2 5*Mcr*H Der= --------= 0.221 In. 48*E*Ig Psr*e Ms=-----+ Ps*Ds = 2 Ds(max.)= H/180 = 3.49 K-In. 1.43 In. 2 Ds = 5*Ms*H Ms-Mer ~ ----------or Der+ --------*(Dn-Dcr)= 0.05 In. *** O.K.! *** 48*E*Ig Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t = .0015*b*t = . 16.50 In. O.C. 0.079 Sq.In./Ft.(G60 #5 & Smaller) 0.099 Sq.In./Ft.(all other bars) • Horizontal Reinforcement at shear walls: .0025*b*t = 0.165 Sq.In./Ft. ., .t •u'' :, & .?~ri:~~!'~lf,,'\,.. • ., ~-..!.. Horizontal Reinforcement at other walls: ·.0020*b*t = · 0.132 Sq.In./Ft.(G60 #5 & Smaller) .0025*b*t = 0.165 Sq.In./Ft.(all other bars) • • • • • • • ~-· ARCON ENGINEERS i. CORPORATION SPANDREL PANEL DESIGN PANEL: BLDG. "F" - Concrete: Steel: f'c= fy = Clear Length: Total Thickness: Effective Thick.: Effective Width: d = SEISMIC: As*fy 3.00 60.00 28.00 ,. ii 12.00 2.75 Ksi.---> Inspected, Ksi E= n= Ft. fr= Ig= i As/bd (bal.) = -In. As/bd (max.)= In. As= As= Seismic Factor Cp= use .90 3122.02 9.29 273.86 166.38 0.0214 0.0107 0.353 0.372 Project: 8855 By:___ H.M. Date: 30-Sep-88 Page:E7" Of 77 Ksi Psi. In."4 (max. recommended) Sq.In. 0.30 (or equiv. wind) As*fy Ase=---------= 0.37 Sq.In. a=---------= 0.73 In. fy ,-' Mn= Ase*fy*(d-a/2) = .85*f'c*b c= a/ .85 = 53.24 K-In •• 90*Mn = 0.86 In. 47.92 Kip-In. . ( ·,,. ,_ 3 2 b*c Icr= n*Ase*(d-c) + ---~ 2 5*Mn*H • • • • . I • 2 3 Wuseis*H 14.90 /n= --------= 48*E*Icr 13.46 In. Mu=--------= 34.02 K-In. *** O.K.! *** 8 fr*Ig 2 2 5*Mcr*H Mer=--------= 16.57 Kip-In. Der=--------= 0.375 In. d 2 Wseis*H Ms=--------= 24.26 K-In. 8 2 5*Ms*H Ms-Mer 48*E*Ig Ds(max.)= H/100 = 3.36 In. / Ds= ---------or Der+ --------*(On-Der)= 3.12 In. *** O.K.! *** 48*E*Ig Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t = .0015*b*t = Horiz. Reinf.: .0020*b*t = .0025*b*t = 16.50 In. O.C. 0.079 Sq.In./Ft.(G60 #5 & Smaller) 0.099 Sq.In./Ft. (all other bars) 0.132 Sq.In./Ft.(G60 #5 & Smaller) 0.165 Sq.In./Ft.(all other bars) • • • • • -ARCON ENGINEERS CORPORATION ... _ -· SPANDREL PANEL DESIGN PANEL: BLDG. "F" - Concrete: f'c= fy =· 3.00 Ksi.---> Inspected, use .90 Steel: Clear Length: Total Thickness: Effective Thick.: Effective Width: d = SEISMIC: As*fy Ase=---------= fy 60.00 Ksi E= 3122.02 n= 9.29 32.50 Ft. fr= 273.86 7.25 In. Ig= 444.59 ,_, As/bd (bal.) = 0.0214 14.00 In • As/bd (max.)= 0.0107 12.00 In. As= 1.796 As= 0.930 Seismic Factor Cp= 1.21 As*fy 0.93 Sq.In. a=---------= .85*f'c*b c= a/.85 = Project: 8855 By:__ H.M . Date: 30-Sep-88 Page~ Of 77 Ksi Psi. In."'4 (max. recommended) Sq.In.~ (or equiv. wind) 1.56 In. 1.84 In. • r.· Mn= Ase*fY*(d-a/2) = 625.99 K-In. .90*Mn = 563.39 Kip-In. 3 2 \... b*c • • • • r--· \ . • 2 5*Mn*H Icr= n*Ase*(d-c) + ---= 920./ Dn= --------= 3.45 In. 2 3 48*E*Icr Wuseis*H Mu= --------= 284.31 K-In. *** O.K.! *** 8 2 2 fr*Ig 5*Mcr*H Mer= --------= 33.59 Kip-In. Der= --------= 0.383 In. d 48*E*Ig 2 Ds(max. )= H/100 = 3.90 In. Wseis*H Ms= --------= 202.69 K-In. 8 / 2 5*Ms*H Ms-Mer Ds= ---------or Der+ --------*(On-Der)= 1.26 In. *** O.K. ! *** 48*E*Ig Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t = .0015*b*t = Horiz. Reinf. : .0020*b*t = .0025*b*t = 18.00 In. O.C. 0.104 Sq.In./Ft.(G60 #5 & Smaller) 0.131 Sq.In./Ft.(all other bars) 0.174 Sq.In./Ft.(G6O #5 & Smaller) 0.218 Sq.In./Ft. (all other bars) • • • • • • • • • • _,,,--· .. ARCON ENGINEERS 1, -C O R P O R A T I O N PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "F" -PANELS Concrete: f'c= 3.00 Ksi.---> Inspected, Steel: fy = 60.00 Ksi . 1 11 E= {ZH, n= Clear Height: 19.60 Ft. -22¼11 ~lGfr= Parapet Height: 3.40 Ft. ~~r Ig= Ledger Width: 3.50 In. As/ (bal. )= Total Thickness: 5.50 In. As/bd (max.)= Effective Thick.: 5.50 In. As= Effective Width: 34.00 In. As= use .90 3122.02 9.29 273.86 471.40 0.0214 0.0107 1.000 1.860 Project: 8855 By: ___ H.M. Date: 29-Sep-88 Page 5"'p" Of 77 Ksi Psi. In."4 (max. recommended) Sq.In . .- SUPER-IMPOSED LOADS: Seismic Factor Cp= 0.30 (or equiv. wind) Roof loads (Y/N)? Roof Dead Load: Roof Live Load: Panel DL@ H/2: y Service 9.980 Kips. 1,RS 7.720 Kips.j 2.571 Kips. 20.271 Kips. DEAD LOAD+ SEISMIC: Pu+As*fy Ase=---------= 2.08 Sq.In. fy Ultimate 13.972 Kips. 13.124 Kips. 3.600 Kips. 30.696 Kips. Pu+As*fy a=---------= .85*f'c*b Mn= Ase*fY*(d-a/2) = c= a/ .85 = 253. 35 K-In.· . 90*Mn = Icr= Mu= Mer= 3 2 b*c n*Ase*(d-c) + ---= 76.59 2 3 Wuseis*H Pur*e ---------+ -----+ Pu*Dn = 8 2 fr*Ig --------= d 2 Wseis*H 46.94 Kip-In. Psr*e Ms=--------+-----+ Ps*Ds = 8 2 2 5*Ms*H Ms-Mer 2 5*Mn*H Dn= --------= 48*E*Icr 160.44 K-In. *** 2 5*Mcr*H Der=--------= 48*E*Ig Ds(max.)= H/100 = 94.38 K-In. 1.44 In. 1.69 In. 228.02 Kip-In. 6.11 In. / O.K. ! *** 0.184 In. 2.35 In. Ds= ---------or Der+ --------*(Dn-Dcr)= 1.54 In. *** O.K.! *** 48*E*Ig Mn-Mer • ----. ! ..• • • • • ("·· . ,· ... ..._. • • ARCON ENGINEERS CORPORATION PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "F" -PANELS DEAD LOAD+ LIVE LOAD: {Cont.) Pu+As*fy Ase=---------= 2.37 Sq.In. fy Mn= Ase*fY*(d-a/2) = 274.54 3 2 b*c Icr= n*Ase*{d-c) + ---= 96.37 3 Pur*e Mu= -----+ Pu*Dn = 246.08 2 fr*Ig Mer= --------= 46.94 Kip-In. d Psr*e Ms= -----+ Ps*Ds = 57.68 2 2 Os = 5*Ms*H Ms-Mer Pu+As*fy a=---------= .85*f'c*b c= a/.85 = K-In. .90*Mn = 2 5*Mn*H Project: 8855 By:___ H.M. Date: 29-Sep-88 Page$) Of 77 1.64 In. 1.93 In. 247.09 Kip-In. On= --------= 5.26 48*E*Icr/ In. K-In. *** O.K.! *** 2 5*Mcr*H Der= --------= 0.184 In. 48*E*Ig Ds{max.)= H/180 = 1.31 In. K-In. / ----------or Der+ .--------*(On-Der)= 0.42 In. *** 0 .·K. ! *** 48*E*Ig Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t = .0015*b*t = 16.50 In. O.C. 0.079 Sg.In./Ft.{G60 #5 & Smaller) 0.099 Sg.In./Ft.{all other bars) • Horizontal Reinforcement at shear walls: .0025*b*t = 0.165 Sg.In./Ft. #4@ 1411 HORIZ. Horizontal Reinforcement at other walls: .0020*b*t = 0.132 Sg.In./Ft.{G60 #5 & Smaller) .0025*b*t = 0.165 Sg.In./Ft.{all other bars) • • • • • • • • • • • • ,,,..-.. ARCON ENGINEERS C O R P O R A T I O N PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "G" -PANELS Concrete: f'c= 3.00 Ksi.---> Inspected, SAeil: fy = 60.00 Ksi E= t~43 n= Clea Height: 19.50 Ft. fr= Parapet Height: 1.50 Ft. Ig= Ledger Width: 3.50 In. As/bd (bal.) = Total Thickness: .-As/bd (max.)= Effective Thick.: 5.50 In. As= Effective Width: 12.00 In. As= use .90 3122.02 9.29 273.86 166.38 0.0214 0.0107 0.353 0.171 Project: 8855 By:__ H.M. Date: 29-Sep-88 Page ?71 Of 77 Ksi Psi. In."'4 (max. recommended) Sq.In. SUPER-IMPOSED LOADS: Seismic Factor Cp= 0.30 (or equiv. wind) Roof loads (Y/N)? Roof Dead Load: Roof Live Load: Panel DL@ H/2: DEAD LOAD+ SEISMIC: Pu+As*fy y Service 0.341 Kips. 0.264 Kips. 0.773 Kips. 1.378 Kips. Ultimate 0.477 Kips. 0.449 Kips. 1.083 Kips. 2.009 Kips. Pu+As*fy Ase=---------= 0.19 Sq.In. a=---------= 0.37 In. fy .85*f'c*b Mn= Ase*fY*(d-a/2) = e= a/. 85 = 29.30 K-In •• 90*Mn = 3 2 b*c Icr= n*Ase*(d-c) + ---= 2 3 Wuseis*H Pur*e 9.79 Mu=---------+-----+ Pu*Dn = 8 fr*Ig Mer=--------= d 2 Wseis*H 2 16.57 Kip-In. Psr*e Ms=--------+-----+ Ps*Ds = 8 2 2 5*Ms*H Ms-Mer On= 2 5*Mn*H --------= 48*E*Ier 24.02 K-In. *** 2 5*Mcr*H Der=--------= 48*E*Ig Ds(max.)= H/100 = 15.44 K-In. 0.44 In. 26.37 Kip-In. 5.47 In. / O.K. ! *** 0.182 In. 2.34 In. ,...............,....,.,....,....,., Ds= ---------or Der+ --------*(Dn-Dcr)= 0.17 In. *** O.K.! *** 48*E*Ig Mn-Mer • • • • • • • ,,~ ._ ARCON ENGINEERS CORPORATION Project: 8855 By:___ H.M. Date: 29-Sep-88 Page~ Of 77 ·- PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "G" -PANELS DEAD LOAD+ LIVE LOAD: (Cont.) Pu+As*fy Ase=---------= 0.20 Sq.In. fy Mn= Ase*fY*(d-a/2) = 31.28 3 2 b*c Icr= n*Ase*(d-c) + ---= 10.28 3 Pur*e Mu= -----+ Pu*Dn = 14.06 2 fr*Ig Mer= --------= 16.57 Kip-In. d Pu+As*fy a=---------= 0.40 In. .85*f'c*b c= a/ .85 = 0.47 In. K-In. .90*Mn = 28.15 Kip-In. 2 5*Mn*H Dn= ------y 5.56 In. 48*E*Icr K-In. *** O.K.! *** 2 5*Mcr*H Der= --------= 0.182 In. 48*E*Ig Psr*e Ms=-----+ Ps*Ds = 2 Ds(max.)= H/180 = 2.86 K-In. 1.30 In. 2 Os= 5*Ms*H Ms-Mer ~ ----------or Der+ --------*(On-Der)= 0.03 In. *** O.K.! *** 48*E*Ig Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t = .0015*b*t = 16.50 In. O.C. 0.079 Sq.In./Ft.(G60 #5 & Smaller) 0.099 Sq.In./Ft.(all other bars) • · Horizontal Reinforcement at shear walls: .0025*b*t = 0.165 Sq.In./Ft. Horizontal Reinforcement at other walls: .0020*b*t = 0.132 Sq.In./Ft.(G60 #5 & Smaller) .0025*b*t = 0.165 Sq.In./Ft.(all other bars) • . __. / . I \ .. • • • • • • --ARCON ENGINEERS C O R P O R A T I O N \ SPANDREL PANEL DESIGN PANEL: BLDG. "G" ----- Project: 8855 By:___ H.M. Date: 30-Sep-88 Page~ Of 77 Concrete: f'c= Steel: fy = 3.00 Ksi.--->· Inspected, use .90 3122.02 Ksi Clear Length: Total Thickness: Effective Thick.: Effective Width: SEISMIC: ---------- As*fy Ase= ---------= fy 60.00 Ksi E= 28.00 Ft. --5.50 In. 12.00 In • n= fr= Ig= As/bd (bal. ) = As/bd (max.)= As= As= Seismic Factor Cp= 9.29 273.86 Psi. 166.38 In."'-4 0.0214· 0.0107 0.353 (max. recommended) 0.372 Sq.In. • 0.30 (or equiv. wind) As*fy 0.37 Sq.In. a= ---------= 0.73 In. .85*f'c*b c= a/ .85 = 0.86 In. Mn= Ase*fy*(d-a/2) = 53.24 K-In. .90*Mn = 47.92 Kip-In. (--. 3 2 . '" "-~ 2 b*c 5*Mn*H • • • • • Icr= n*Ase*(d-c) + ---= 14.90 7~;;;;i~;= 13.46 In. 2 3 Wuseis*H Mu= --------= 34.02 K-In. *** O.K. ! *** 8 2 2 fr*Ig 5*Mcr*H Mer= --------= 16.57 Kip-In. Der= --------= 0.375 In. d 48*E*Ig 2 Os (max.)= H/100 = 3.36 In. Wseis*H Ms= --------= 24.26 K-In. 8 /' 2 S*Ms*H Ms-Mer Os= ---------or Der+ -------~*(On-Der)= 3.12 In. *** O.K. ! *** ..... t .. 48*E*Ig Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t = .0015*b*t = ·· · Horiz. Reinf. : .0020*b*t = .0025*b*t = 16.50 In. O.C. 0.079 Sq.In./Ft.(G60 #5 & Smaller) 0.099 Sq.In./Ft.(all other bars) 0.132 Sq.In./Ft.(G60 #5 & Smaller) 0.165 Sq.In./Ft.(all other bars) • • • • • • • • • • -<-.. -:' ·. . ' - / I .... -· ~ ARCON ENGINEERS C O R P O R A T I O N SPANDREL PANEL DESIGN PANEL: BLDG. "G" -~ Project: 8855 By:___ H.M . Date: 30-Sep-88 Page 7?7 Of 72 Concrete: f'c= Steel: fy = 3.00 Ksi.---> Inspected, use .90 60.00 Ksi E= 3122.02 Ksi Clear Length: Total Thickness: Effective Thick.: Effective Width: d = SEISMIC: 32.50 Ft. 7.25 In. 14.00 In. 12.00 In. As/bd As/bd n= fr= Ig= (bal. }= (max.}= As= As= 9.29 273.86 Psi. 444.59 In.A4 0.0214 0.0107 1.796 (max. recommended) 0.930 Sq.In. MIiii, Seismic Factor Cp= ~or equiv. wind) As~ E:(Sl.(.)1\/, FAc.1?JT:!. As*fy Ase=---------= 0.93 Sq.In. a=---------= 1.56 In. fy .85*f'c*b Mn= Ase*fy*(d-a/2) = c= a/ .85 = 625.99 K-In •. 90*Mn = 1.84 In. 563.39 Kip-In. Icr= Mu= 3 2 b*c n*Ase*(d-c} + ---= 2 3 Wuseis*H 920.95 --------=, 284.31 K-In. *** 8 2 fr*Ig Mer=--------= 33.59 Kip-In. Ms= d 2 Wseis*H --------= 8 2 5*Ms*H 202.69 K-In. Ms-Mer On= O.K. ! 2- 5*Mn*H --------= 4:7 2 5*Mcr*H Der=--------= 48*E*Ig Ds(max.}= H/100 = 3.45 In. 0.'383 In. 3.90 In. / Os= 48*E*Ig or Der+ --------*(On-Der)= Mn-Mer 1.26 In. *** O.K. !· *** =========== REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t = .0015*b*t = 18.00 In. O.C. 0.104 Sq.In./Ft. (G60 #5 & Smaller) 0.131 Sq.In./Ft. (all other bars) ~-~' Horiz. Reinf.: .0020*b*t = .0025*b*t = 0.174 Sq.In./Ft. (G60 #5 & Smaller) 0.218 Sq.In./Ft. (all other bars) • ,,.... .. _ ARCON ENGINEERS '· • • • • r:. • r_. , .. • • • C O R P O R A T I O N SPANDREL PANEL DESIGN PANEL: BLDG. "G" - Concrete: Steel: f'c= fy = Clear Length: Total Thickness: Effective Thick.: Effective Width: d = SEISMIC: As*fy Ase=---------= fy 3.00 60.00 32.50 LS 7.25 12.00 3.63 0.44 Mn= Ase*fY*(d-a/2) = 3 2 b*c Icr= n*Ase*(d-c) + ---= 2 3 Wuseis*H Mu= --------·= 60.42 8 fr*Ig Mer= --------= 28.79 d 2 Wseis*H Ms= --------= 43.08 8 2 5*Ms*H Os= ---------or Der + 48*E*Ig Ksi.---> Inspected, Ksi E= n= Ft. fr= IL • Ig= In. As/bd (bal. )= In. As/bd (max.)= In. As= As= Seismic Factor Cp= use .90 3122.02 9.29 273.86 381.08 0.0214 0.0107 0.465 0.440 0.30 As*fy Project: 8855 By:__ H.M. Date: 03-Oct-88 Page~ Of 77 Ksi Psi. In.A4 (max. recommended) Sq. In. (or equiv. wind) Sq.In. a= ---------= 0.86 In. .85*f'c*b c= . a/ .85 = 1.01 In. 84.31 K-In. .90*Mn = 75.88 Kip-In. 2 5*Mn*H 32.02 /= --------= 13.36 In. 48*E*Icr K-In. *** O.K. ! *** 2 2 5*Mcr*H Kip-In. Der= --------= 0.383 In. 48*E*Ig Ds (max.)= H/100 = 3.90 In. K-In. Ms-Mer / --------*(Dn-Dcr)= 3.72 In. *** O.K. ! *** Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= 18.00 In. o.c. • Vertical Reinf.: .0012*b*t = .0015*b*t = ( 0.104 Sq. In./Ft. (G60 W5 & Smaller) 0.131 Sq. In./Ft. (all other bars) -----· Horiz. Reinf.: .0020*b*t = 0.174 Sq. In./Ft. (G60 #5 & Smaller) .0025*b*t = 0.218 Sq. In./Ft. (all other bars) • • ~ .... • • • • ~ • I I, --. • • • • ),,-- ( '---' • ARCON ENGINEERS C O R P O R A T I O N PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. "G" -PANELS Concrete: f'c= Steel: fy = Clear Height: Parapet Height: Ledger Width: Total Thickness: Effective Thick.: Effective Width: 3.00 60.00 17.50 3.50 3.50 5.50 5.50 34.00 Ksi.---> Inspected, Ksi II E= et'b n= Ft • ) l z4 ,t &t.» fr= i~:1~ (bai:}= In. As/bd (max.)= In. As= In. As= use .90 3122.02 9.29 273.86 471.40 0.0214 0.0107 1.000 1.860 Project: 8855 By:___ H.M. Date: 29-Sep-88 Page~ Of 77 Ksi Psi. In."4 (max. recommended) Sq.In .... SUPER-IMPOSED LOADS: Seismic Factor Cp= 0.30 (or equiv. wind) Roof loads (Y/N)? Roof Dead Load: Roof Live Load: Panel DL@ H/2: y Service 10. 210 Kips ·r r,12. 1 7. 910 Kips. F-"7 2.386 Kips. Ultimate 14.294 Kips. 13.447 Kips. 3.341 Kips. ------------------------------------20.506 Kips. 31.082 Kips. DEAD LOAD + SEISMIC: --------------------Pu+As*fy Pu+As*fy Ase= ---------= 2.08 Sq.In. a= ---------= 1.44 fy .85*f'c*b c= a/ .85 = 1.69 Mn= Ase*fY*(d-a/2) = 253.41 K-In. .90*Mn = 228.07 3 2 2 b*c 5*Mn*H Icr= n*Ase*(d-c) + ---= 76.63 Dn= --------= 4.87 2 3 48*E*Icr ~ Wuseis*H Pur*e Mu= ---------+ -----+ Pu*Dn = 135.51 K-In. *** O.K. ! 8 2 2 fr*Ig 5*Mcr*H Mer= --------= 46.94 Kip-In. Der= --------= 0.147 d 48*E*Ig 2 Ds (max.)= H/100 = 2.10 Wseis*H Psr*e Ms= --------+ -----+ Ps*Ds = 85.20 K-In. 8 2 2 5*Ms*H Ms-Mer Ds= ---------or Der + --------*(Dn-Dcr)= 1.02 In. *** 48*E*Ig Mn-Mer In. In. Kip-In. In. *** In. In. V O.K. ! *** • , i, • • • • • • • ARCON ENGINEERS CORPORATION PRECAST CONCRETE PANEL DESIGN PANEL: BLDG. 11G11 -PANELS DEAD LOAD+ LIVE LOAD: (Cont.) Pu+As*fy Pu+As*fy Ase=---------= 2.38 Sq.In. a=---------= fy Mn= Ase*fy*(d-a/2) = 3 2 b*c Icr= n*Ase*(d-c) + ---= 3 Pur*e Mu= -----+ Pu*Dn = 2 fr*Ig .85*f'c*b c= a/.85 = 274.97 K-In •• 90*Mn = 96.88 2 5*Mn*H On=--------= 48*E*Icr 216.49 K-In. *** o.<i 2 5*Mcr*H Mer= --------= 46.94 Kip-In. Der= --------= d Psr*e Ms=-----+ Ps*Ds = 2 2 48*E*Ig Ds(max.)= H/180 = 55.83 K-In. Os= 5*Ms*H Ms-Mer Project: 8855 By:__ H.M. Date: 29-Sep-88 Page ?7:L Of 77 1.65 In. 1.94 In. 247.47 Kip-In. 4.18 In. *** 0.147 In. 1.17 In. --------~-or Der+ --------*(On-Der)= 0.30 In. *** O.K.! *** 48*E*Ig Mn-Mer REINFORCEMENT DETAILING PARAMETERS: Maximum Rebar Spacing= Vertical Reinf.: .0012*b*t = .0015*b*t = 16.50 In. O.C. 0.079 Sq.In./Ft.(G60 #5 & Smaller) 0.099 Sq.In./Ft.(all other bars) • Horizontal Reinforcement at shear walls: .0025*b*t = 0.165 Sq.In./Ft. #4@ 14 11 HORIZ. Horizontal Reinforcement at other walls: .0020*b*t = 0.132 Sq.In./Ft.(G60 #5 & Smaller) .0025*b*t = 0.165 Sq.In./Ft.(all other bars) • r· "-- • ARCON ENGINEERS CORPORATION • ai.... ~ (~) Lll.,(FTJ • C-1 -4-8.~ ..21.0 CZ 4+,o~ ,.2.f,-0 . C!J 4~-'?1 -~1.0 c4 ,4{.t:,& lc:1.~7 • c~ 4o,11 ,oi.~7 .. C:G ~7,~ lc-1,2!>7 C1 je,,~ 17,4 Qb I~,~ -2-1.0 • • l-·· ·._ .:COL.-. ~F(I'-') L-~ {ff) Cl ~.?, tf> I 14',o C.!l ~.e,-:1 le:t.~ c~ ~4.G?? ~C),t? • • ~L. ~re~) _L~ (FT) • c::I ~.-===f"..Q. I ·tiP1 ' -C.2. ,4G,B7 11,0 -c~ 49,.:::=tc:'? ,(p, • • PROJECT: ~~ ¥7,.A,c.lflC. jz?~e> ffe-:n:. .col. &>li!;.f!:- c;'' 4> :,fl?, flt'1t:-~ c;;II q -efl? fl~ c;)I 4 $f~ fl~ G 11 4> $11? r1~ c:;;11 'P ~ t='I~ II ~ ~ 47'1~ Pl~ . 4-" 4> '7l1,:? fl~ A ~ II 4' 5Tt? !"I~ A ~t.... ei,~ ~llc:p 'B-1~ Pl ¥'e. ~ GU cf> ":3>Tv,l ~I !01=-~ cu cf> '?Tl? l°l JOE= c:::z,L,, '71 ~I=: G\1 p E 1? II 45 1?'' 4) k;:? JOBNO. ~ BY: "'"' r1rlAH DATE: 4 -~ -e,e:, PAGE '1/8 OF J 7 ff Cq ( 12-0 ,Hj(_) . 4--~ ~ 41 -~" ..f'-t,U X 4'-611 ~-~d X 4' -t,11 4.Ld )(: 4' -~II -4 1-JI X 4 1-i/ 4 1-6.1. X 41 -P 11 ~'-o" X -,.:,1. t?H ~1-ou X ~1-c;11 Fr~ {rz01H~) 4l_~U X 4 1-G:-11 ~~o11 x ~1-011 ~I ti ~I ll -o X -o Ff6r ( 1£11 1HI'-) tt-Lo,.11 ')(, ~-'-o'I ~1-0 11 >< &?'-ol' 4'-6'' X 4'-611 PROJECT: ~ · IP,Ac.jflC, JOB NO. t;e>~ C""7 ~rl~ J[ BY: ~. rHAH ARGON ENGINEERS CORPORATION DATE:~ -~-~ PAGE Y9 OF 72 •---------------------------------- • • • •1 ·, ,, • • • • \, • CANYON PACIFIC PHASE TWO PIPE COLUMN BASE PLATE DESIGN: Nom. Pipe Vert. Reg. Su~ges Dia. Type Load Area Side Fy= 36.0 Ksio Fp= 1.40 Ksi. Desired a X b Plate Thick. In. Kips. Sq.In. In. In. In. fJ? Ksi. In. ' . Plate Size ------------------------------------------------------------------------6.0 STD 6 .. 0 STD 6.0 STD 6.0 STD 6.0 STD 5.0 STD 4.0 STD 5.0 STD 6.0 STD 6.0 STD 6.0 STD 6.0 STD 5.0 STD 5.0 STD 48.58 34.70 44.03 31.45 46.37 33.12 44.88 32.06 40.71 29.08 37.64 26.89 18.36 13.11 19.30. 13.79 50.28 35.91 52.89 37.78 54.63 39.02 51.92 37.09 46.87 33.48 40.95 29.25 o.oo 13.5 13.5 13.5 13.5 13.5 12.5 11.5 12.5 13.5 13.5 13.5 13.5 12.5 12.5 7 •. 5 13.5 X 13.5 13.5 X 13.5 13.5 X 13.5 12.5 X 12.5 12.5 X 12.5 12.5 X 12.5 11.5 X 11.5 11.5 X 11.5 11.5 X 11.5 11.0 X 11.0 10.5 X 10.5 10.5 X 10.5 10.5 X 10.5 10.5 X 10.5 X 0.27 0.24 0.25 0.29 0.26 0.24 0.14 0.15 0.38 0.44 0.50 0.47 0.43 0.37 o.oo 0.71 0.'68 0.70 0.65 0.62 0.66 0.49 0.45 0.65 0.64 0.62 0.61 0.66 0.62 o.oo 13.5 x13.5 x0.750 13.5 x13.5 x0.625 13.5 x13.5 x0.750 12.5 x12.5 x0.625 12.5 x12.5 x0.625 12.5 x12.5 x0.625 11.5 xll.5 x0.500 11.5 xll.5 x0.500 11.5 Xll.5 X0.625 11.0 xll~0 x0.625 10.5 Xl0.5 X0.625 10.5 Xl0.5 X0.625 10.5 xl0.5 x0.625 10.5 xl0.5 x0.625 0.0 X 0.0 X0.000 •I ,A~CON ENGINEERS Project: CANYON PACIFIC PHASE TWO -BLDG. E t. -· hitectural Consulting Engineers Item: FOOTING DESIGN • • FOOTING DESIGNATION: C7 ca COLUMN DEAD LOAD, Pdl= 7.8 KIPS COLUMN LIVE LOAD, Pll= 11~5 KIPS ULTIMATE LOAD, Pu= 30.47 KIPS Job No.: 8855 Date: 09-30-1988 By: K.PHAM Page 50 Of 77 • ALLOWABLE SOIL PRESSURE AT {DL+LL}, Pa= 2500 LBS/SQFT COLUMN/PEDESTAL SIZE (SQUARE}, CPSZ= 11.5 IN. f'c= 2000 PSI fy = 40000 PSI • BOTTOM COVER Cl= 3 IN. I ilSE FOOTING 2 FT-10 AND WITH 4 # 5 BARS . (-"· "---- FOOTING DESIGNATION: C5 COLUMN DEAD LOAD, Pdl= COLUMN LIVE LOAD, Pll= • ULTIMATE LOAD, Pu= IN. SQUARE EACH WAY C6 16.3 24.4 64.3 KIPS KIPS KIPS AND 12 IN. THICK ALLOWABLE SOIL PRESSURE AT {DL+LL}, Pa= 2500 LBS/SQFT COLUMN/PEDESTAL SIZE {SQUARE}, CPSZ= 12.5 IN. e f'c= 2000 PSI fy = 40000 PSI BOTTOM COVER Cl= 3 IN. I USE FOOTING 4 FT-2 IN. SQUARE AND 12 IN. THICK AND WITH 4 # 5 BARS EACH WAY • I .RCON ENGINEERS Project: CANYON PACIFIC PHASE TWO -BLDG. E Ar~hitectural Consulting Engineers Item: FOOTING DESIGN I • Job No.: 8855 Date: 09-30-1988 By: K.PHAM Page Of • FOOTING DESIGNATION: Cl C2 C3 C4 r'- 1 CvLUMN DEAD LOAD, e COLUMN LIVE LOAD, ULTIMATE LOAD, Pdl= Pll= Pu= 19.4 KIPS 29.1 KIPS 76.63001 KIPS ALLOWABLE SOIL PRESSURE AT (DL+LL), Pa= 2500 LBS/SQFT COLUMN/PEDESTAL SIZE (SQUARE), CPSZ= 13.5 IN. • f'c= 2000 PSI fy = 40000 PSI BOTTOM COVER Cl= 3 IN. I l.jSE FOOTING 4 FT-6 IN. SQUARE AND 12 IN. THICK e AND WITH 5 # 5 BARS EACH WAY • . (·.: . ....., • • • • -~- ( • ,ARCON ENGINEERS Project: CANYON PACIFIC PHASE TWO -BLDG.F ( · hitectural Consulting Engineers Item: FOOTING DESIGN • eFOOTING DESIGNATION: Cl COLUMN DEAD LOAD, Pdl= 20.1 KIPS COLUMN LIVE LOAD, Pll= 30.2 KIPS ULTIMATE LOAD, Pu= 79.48 KIPS Job No.: 8855 Date: 09-30-1988 By: K.PHAM Page ~ Of 71 .ALLOWABLE SOIL PRESSURE AT (DL+LL), Pa= 2500 LBS/SQFT COLUMN/PEDESTAL SIZE (SQUARE), CPSZ= 11.5 IN. f'c= 2000 PSI fy = 40000 PSI • BOTTOM COVER Cl= 3 IN. I USE FOOTING 4 FT-7 IN. SQUARE AND 12 IN. THICK AND WITH 5 # 5 BARS EACH WAY . ("·:_ '-.... FOOTING DESIGNATION: C2 C3 COLUMN DEAD LOAD, Pdl= COLUMN LIVE LOAD, Pll= • ULTIMATE LOAD, Pu= 21.8 32.8 86.28 KIPS KIPS KIPS ALLOWABLE SOIL PRESSURE AT (DL+LL), Pa= 2500 LBS/SQFT COLUMN/PEDESTAL SIZE (SQUARE), CPSZ= 10.5 IN. f'c= 2000 PSI • fy = 40000 PSI BOTTOM COVER Cl= 3 IN. I LlsE FOOTING 4 FT-10 IN. SQUARE AND 12 IN. THICK AND WITH 4 # 6 BARS EACH WAY • • /· L • •I ARCON ENGINEERS Project: CANYON PACIFIC PHASE TWO -BLDG. G ( nitectural Consulting Engineers Item: FOOTING DESIGN • e FOOTING DESIGNATION: Cl C2 COLUMN DEAD LOAD, Pdl= 20.8 KIPS COLUMN LIVE LOAD, Pll= 31.2 KIPS ULTIMATE LOAD, Pu= 82.16 KIPS Job No.: 8855 Date: 09-30-1988 By: K.PHAM Page 53 Of -;7 • ALLOWABLE SOIL PRESSURE AT {DL+LL), Pa= 2500 LBS/SQFT COLUMN/PEDESTAL SIZE {SQUARE), CPSZ= 10.5 IN. f'c= 2000 PSI fy = 40000 PSI • BOTTOM COVER Cl= 3 IN. I USE FOOTING 4 FT-8 IN. SQUARE AND 12 IN. THICK AND WITH 5 # 5 BARS EACH WAY . (_-:- FOOTING DESIGNATION: C3 COLUMN DEAD LOAD, Pdl= COLUMN LIVE LOAD, Pll= • ULTIMATE LOAD, Pu= 16.4 24.6 64.78 KIPS KIPS KIPS ALLOWABLE SOIL PRESSURE AT (DL+LL), Pa= 2500 LBS/SQFT COLUMN/PEDESTAL SIZE (SQUARE), CPSZ= • f'c= 2000 PSI fy = 40000 PSI BOTTOM COVER Cl= I lJSE FOOTING • • • AND WITH ( \___ 4 FT- 4 # 5 3 IN. 2 IN. SQUARE AND BARS EACH WAY 10.5 IN. 12 IN. THICK PROJECT: {AJ\/,1(()/\f P~F!C.... JOB NO. 88~ • I!' I ~ ,, ARCON ENGINEERS CORPORATION ~5£.-P:. BY: 1-1/1 ITEM: PLywooD .zy,,.J,J::}l-f~-A-TE-: --=-o_,/2_c=a ___ _ ,NA-IL.!A/6 5C..fl6l:/..X.E_ PAGE ::5i___ OF 7'7 ' • PLYWOOD DIAPHRAGM NAILING SCHEDULE TYPE CAPACITY SHEATHING NAILING LEDGER BOLTS • B.N. E.N. F.N . OJ 385 plf 1/2" co-x 10d 0 10d 0 10d 0 3/4"f O 4a• PLYWD. 4• o.c. 6" o.c. 12· o.c. O.C. U.N.O. m 385 plf. 1/2" CD-X 10d 0 10d 0 10d 0 3/4"f O 24" PLYWD. 2 1;2· 4" o.c. 12· o.c. O.C. U.N.O. • 0 575 plf. 1/2" CD-X 10d 0 10d 0 10d 0 3/4"1 0 24" PLYWO. 2" o.c. 3• o.c. 12· o.c. O.C. U.N.O • IT} 1/2" co-x 10d 0 10d 0 10d 0 3/4"f O 24• 730 plf. PLYWD. STRUCT. I 2" o.c. 3• o.c. 12" o.c. O.C. U.N.O. D • • • • • / ( . • • l.,,AJ~ ~ .~7 PROJECT:0H:{gJ ~lfjC ~-:Jr ITEM:~~~~ _ al:!C-~ rt>!l-~l'?t···Hc. ~~ JOB NO. ff!>,!:> v;?V? BY: !'-.11-f~ DATE: ~-f-b/3> PAGE S5 OF 77 • v _ ~I jc(Ce> iJ = CI • .?) (t,P )( ,~ )(~-If-) iJ = p', lb~ i; -~~~"-F~IL Wu...41 l.4Ak:?~ : ~~ ~1Y = 10· H fH ) ~~ 11 c. 11 ·r' -Ce. c 1 c:::J=-:I = ( I. ,z..) ( t,9;') ( l~) ( l ) = £t.P. ~ ~· • ~, l~TI"~ ~ Sji::l~MIC:: ~ • . ,, (_ • • • • \ .. __ .. : • ~~-~ . ~~TH ..: ~IJrH ~ r µ +~ . ,----.-,---.----+----?-----,..--...,.., --...--~-, --4r L L 1 ~I 1 . iJ = [ (Iv'?.~ ~)(1r-?$1) -+-2-{1v:1? v-cr)(11.s1) (.~')] {tP. 1u) = 7'7~ ~ ~ ==-(.l~P~)(?l 1)(!1v?1) (.~'} (~f~) -?J~7 F- ~ = (. fi:,.1..? ~) ( ~1 1) ( ~~ 1) (, c;,, I) ( ~. le,G,) = '2:v? f- I I I r l ,, ~&' t.J, = [(1~.~ rS-F)(~') -+2{i~r1~r)(11.61) (t:?')] ( t1.le>t,) = '2>~6 ~/i ~I _ {.IP.?~ltCf)(~l 1)(7P1) (~')( ~.(~) = ~v;~ 12 _ r.1~ ~cr)(z.1')(~~·)(.1=?1)( ~./e,t:,) _ e,.e-1'- ' \" • • • • • r·-"-·· . • • • • ,,.... '-.___ , .. • PROJECT:0':!141 ~fjC- ~~ JT ITEM: i'-1:?'( ~ BY:~-~ PAGE -5'"k? OF 7 7 ~'-~· ,r----------!:::::::...:....=__ _______ J-..J..~ --"Ii:--=--~ --lJ) ~ II X ~ '*~- l\.) lj) -~ ~ lP r{) ~t,-, ~ ~~ ~ T76"7, ~ 1)-:: ?/l:#11 µ1: 75fll· I 64.tl<--l r ~-, I( T= 4.7G I< 1\---7)11 _ . ...,#/ / ARCON ENGINEERS CORPORATION PROJECT: CA-» Yo/\/ PAclAc ~zr rTEM: W1L o i2. t?-½Jc,L ..STIFFNESS JOB NO. '9355' BY: ;+/>11 DATE: /6/86 PAGE 67 OF 77 •------------------------------------ CANYON PACIFIC -BLDG. "f" • WALL OR PiiNEL STIFFNESS: Date: 02-0ct-88 ------------------------------------------------ E = 3122.(J Ksi. G = 1419. 0 Ksi. t h I C=Cant. D R=l/D D R=l/D ,. \ii"'' SECTION In. Ft. Ft. h/L F=Fixed In./Kip Kips/In. In./Kip Kips/In. HLL • --------------------------------------------------------------------------------------------- OVERALL 5, 5(1 21.00 45.(l(l 0.47 C 9.54E-05 10479.08 9.54E-05 OPEN STRIP 5.50 9.0(l 45.(l(l 0.20 C 3.26E-05 30660.65 -3.26£-05 5.50 9,(H) 14. (l(l 0.64 F 1. 14E-04 8747.67 1. 14E-04 -------------------- • 1. 77£-04 5645,60 ,,; OVERALL 5.50 21.(l(l 30.50 0.69 k. .. ,.. 1.82£-04 5497.45 1.82E-04 k O?EN STRIP 5.50 9.00 30.50 0,30 ,.. 5.14E-05 19471.75 -5.14E-05 L 5.50 9.00 14. (l(i 0.64 F 1.14E-04 8747.67 1.14£-04 -------------------- e/'· 2.45£-04 4083.93 ". -... 14 OVERALL 5,5(1 21.00 23.00 0.91 C 3.18E-04 3147.63 3.18E-04 o;:,rn STRIP 5.50 12.(10 . 23.(H) 0.52 C 1.13E-04 8825.67 -1. 13E-04 5.50 12. 00 3,(l(i 4.00 F 4.34E-03 230.30 'j 5.50 12.00 8.00 1. 50 F 4.27E-04 2340.89 3.89E-04 2571.18 .L • OPEN STRIP @ 2 5.50 7.00 8.00 (l,88 C 2.91£-04 3441.20 -2.91£-04 4 5.50 7.00 3.00 " '77 F 1.10E-03 910.25 .L,~,_\ 5 5.50 7.00 2.00 3.50 F 3.04E-03 329.48 8.07E-04 1239. 73 -------------------- 1.11E-03 901.43 • 9 OVERALL 5.50 21.00 23.00 0.91 C 3.18E-04 3i47.63 3.18E-04 OPEN STRIP 5.50 12.00 23.00 0.52 C 1.13E-04 8825.67 -1.1JE-04 5.50 12.00 8,(l(l 1. 50 F 4.27E-04 2340.89 'l .L r:: C'{l J,,.$1..i 12.00 3.00 4.00 F 4.34£-03 230.30 3.89£-04 2571. 18 OPEN STRIP @ 1 5.50 7. (l(i 8.00 0.88 C 2.91E-04 3441.20 -2,91E-04 4 5.50 7.00 2.00 3,50 F 3.04E-03 329.48 • "'. 5.50 7.(l(} 3.00 "') .,.., F i.iOE-03 910. 25 8.07£-04 ,., L,.J"'i 1239, n L!!E-03 901.43 ii OVERALL 5.5(1 21.00 21.50 0.98 C 3.67E-04 2722.90 3.67E-04 OPEN STRIP 5.50 7.00 21.5~t {; "::1' ...... "''"-' C 5.81E-05 17211.61 -5.81E-05 • 5.50 7.00 15.50 0.45 F 7.48E-05 13368.44 2 ::;,50 7,;)0 3.00 2.33 F 1.iOE-(l3 910.25 7.00E-05 14278.69 3.79E-04 2637.20 • ARCON ENGINEERS CORPORATION PROJECT: C..£1 y,::vv PAC 1 ;::;c PMSE:z:I. ITEM: s5&'-4?4'< \A/A./...L /+N;4L.VSl$-i~ 'q // ::~~ JOBNO. ~ BY: t/1'1 DATE: to/es PAGE 5:::) OF 77 •----------------------------------- SHEA;: WALL ANALYSIS -BLDB. "G" WALL @ LINE: NORTH Date: 02-0ct-88 --========== • ' TOTAL SHEAR @ WALL LINE: V= 52.44 Kips E= 3605, 0 K5i, G= 1639.0 Ksi, MANUAL=M i:.ee nGtel • HEIGHT t L FIXED= F R F v v WALL Ft. In. Ft. CANT.= C Kips/In. iKipsl 11/Ft.l iP~i.l REBAR 2~i 2Lr00 "'"' 16.00 C 1535.2 14.66 916.44 13.89 ~37o _,, 1,.i "' 2! irClO ~ ~ 30.5(1 M 4083.9 .£.i ..,,., 37.78 1238.59 18. 77 73% C 0,0 (), (l(l 0.00 o.oo . ----------------------------------------------------------------- TDTAL: 5669.09 52.44 •('. • • • • , . • WALL@ LINE: SOUTH -=========== HlTAL SHEAR @ WALL LINE: V= 45.09 Kips E= 3605. 0 Ksi. B= 1639.0 Ksi, ttANUAL=M (see notei HEIGHT t L FIXED= WALL Ft. In. Ft. CANT.= 11 21.00 5.5 21.50 M 10 21.00 5.5 21.50 C 9 21.00 5,5 2J.00 M 8 21,00 5.5 20.50 C r-1., F R F V V C Kips/In. (Ki psl i#/Ft. l (Psi. J 2637.2 1:.50 581.32 s.01 3144.5 14.90 693.15 10.50 901.4 4.27 185.74 2.81 2831.0 13.42 654.48 9.92 0.0 0.00 0.00 0.00 TOTAL: 9514.14 45.09 REBAR PROJECT: CAA/. Y<JN PK/BC ,;_JO~B_N...,:O_. _...,A9_,.,,.,·c..§:......,!.. ___ _ ARCON ENGINEERS CORPORATION PdAS~ TT _sv_: _ _____,-Hi~,'JV-_1.!.-,-___ _ ITEM: ,5'-fl;A£.. W-4-Ll _DA_T_E: _ ____:./_0_,,/2_.,'9=8=-'----- !CL/X';;; i·C:z // _PA_G_E__.-=4:__ __ 0_F_-,t...-A--- •-----------------------------------------1 • • • • r· f.-_· • • • • • W~LL t LINE: WEST TOTAL SHEAR@ WALL LINE: E= 3605. 0 Ksi. 8= 1639.0 Ksi. HEISHT t flALL ;::~ In. I L, L Ft. 12 21,06 5.5 21.50 13 2i.OO 5.5 21.50 14 21,00 ~.5 2J.DO \J= 67.80 Kips KANUAL=M isee note) FIXED= F R F crmT .= C Ki psiin. (Kips) C 3144.5 !3.20 3144.5 1~ "'}(· ..,._t.~~' 901.4 3.78 15 21.00 5.5 21,00 C 16 21.00 ~,5 2!.00 C '100[. ~ "-·'!,.'\.:1.._; 2986.3 12.54 i2.54 l'IALL ~ Lr'NE: EAST TuTAL SHEAR @ WALL LINE: B= 1639. (I Ksi. i' \., 2986,3 12.54 TOTAL: 16149.45 67.Bf; V= 59.Hl Kips MANUAL=H (see note) D5te: 02-0ct-88 V V fli/Ft.) (Psi.) REBAR 614.03 9.30 1~;6% 614.03 9.30 I .s¼ 164.54 2.49 tp¾ 597.02 9.05 18~ 597.02 9 .(i:; 16¾ 597.(12 9.05 !Bio HEIGHT t L FIXED= F R F v v ~ALL Ft. In. Ft. CANT.= C Kips/In. mp;;i 1#/Ft.) (Psi.i REBAR -, 21.0(! C' C' 18.00 C 2102. 3 8.33 462.87 7.01 JLl.o/o I J, J 6 .::1.00 C' C' 18.00 C 21D2.3 8.33 462.87 7.01 l'{1o J,J 5 ::; 1 ·,r, ,:' i:: 1~"'0) r 2383,7 9.45 497.19 7.53 t{pio k.;.1 t.n_l ~.:., ,., 3 ryt {:ti i:: i:: 2(:.(l(l L 2678,7 i ri Lr:; 53(1.8(1 8.04 l8/~ .... :. .. _ .... , l..i11,.• ';,.•11:V"- 2i, 00 = C' 45.00 I= r:, J1C' ' 22.37 497.20 ., r:-, 35% i.J,iJ " JO ,..!,O j. J•.'.l C 0,0 (l,(l(I (1, (l(i (i,(l(i ----------------------------------------------------------------------------------- TOTAL: 14912.66 59 .10 • PROJECT: CM.YON ,P,,!JC/FJC. PH4SE-:Ir. JOB NO . t!:eS5 BY: I-IN/ ARCON ENGINEERS CORPORATION l?L06 11 6 // DATE: 10/ec PAGE (eO OF 77 ·------------------------------------- • • • .. . .--. • • • • • SHEAR WALL STABILITY ANALYSIS• BLDG. 11G11 WALL w LINE: NORTH ============ TOTAL SHEAR; WALL LINE: ROOF HEIGHT: 19.00 Ft. FLOOR HEIGHT: 0.00 Ft. Date: 03-0ct-88 V= 52.44 Kips (From diaph. loads to wall) MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. H Ft. L WEIGHT D.L. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE O.T. WALL Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) S.F. 20 21.0 16.00 25.20 21 19.0 30.50 32.66 WALL Q LINE: SOUTH ------------------------ TOTAL SHEAR Q WALL LINE: ROOF HEIGHT: 19.00 Ft. FLOOR HEIGHT: 0.00 Ft. 0.054 0.054 V= 208.51 12.22 4.71 281.66 4.57 523.18 31.42 6.11 655.00 4.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 TOTAL: 731.69 43.64 o.oo 10.82 936.66 BASE SHEAR: 54.46 Kips (Coq>are W/ 11V11 above) 65.59 Kips (From Diaph. Analysis) MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. 0.74 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.78 H Ft. L WEIGHT D.L. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE O.T. WALL Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) S.F. 11 21.00 21.50 32.28 0.054 359.49 12.50 6.04 300.88 NOT REQD. 1.19 10 21.00 21.50 33.86 0.054 376.48 14.90 6.33 349.58 NOT REQD. 1 .08 9 21.00 23.00 23.85 0.054 288.56 4.27 4.46 127.96 NOT REQD. 2.26 8 21.00 20.50 32.29 0.054 342.32 13.42 6.04 318.38 NOT REQD. 1 .08 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo o.oo o.oo 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo 0.00 0.00 0.00 --------------------------------------------------------------------------------------------------------------------TOTAL: 1366.84 45.09 0.00 22.87 1096.81 1.25 BASE SHEAR: 67.96 Kips (Coq>are W/ 11V11 above) • • • • • • • • • • PROJECT:(J¼JYON' H4CJ,c;c_, Pl-/kSE-"lZ_ ARCON ENGINEERS CORPORATION ITEM: s~ w4L.G Bu~~ tG'' SHEAR WALL STABILITY ANALYSIS· BLDG. 11G11 WALL Q LINE: WEST Date: 03-0ct-88 ============ TOTAL SHEAR Q WALL LINE: V= 67.80 K1ps (From diaph. loads to wall) ROOF HEIGHT: 19.00 Ft. FLOOR HEIGHT: 0.00 Ft. JOB NO . Bas~ BY: 1-J--M DATE: I ~/ag PAGE w OF MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. WALL H Ft. L WEIGHT D.L. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) FORCE O.T. (Kips) S.F. 12 21.0 21.50 33.86 0.297 432.64 6.65 6.33 192.83 NOT REQD. 2.24 13 21.0 21.50 33.86 0.297 432.64 6.65 6.33 192.83 NOT REQD. 2.24 14 21.0 23.00 23.85 0.297 352.83 2.39 4.46 92.24 NOT REQD. 3.83 15 21.0 21.00 33.08 0.297 412.83 6.14 6.19 181.61 NOT REQD. 2.27 16 21.0 21.00 33.08 0.297 412.83 6.14 6.19 181.61 NOT REQD. 2.27 17 21.0 21.00 33.08 0.297 412.83 6.14 6.19 181.61 NOT REQD. 2.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo TOTAL: 2456.60 34.11 0.00 35.68 1022.75 2.40 BASE SHEAR: 69.79 Kips (C~re W/ 11V11 above) WALL Q LINE: EAST ============ TOTAL SHEAR Q WALL LINE: V= 59.10 Kips (From Diaph. Analysis) ROOF HEIGHT: 19.00 Ft. FLOOR HEIGHT: 0.00 Ft. MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. H L WEIGHT D.L. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE O.T. WALL Ft. Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) S.F. 7 21.00 18.00 28.35 0.297 303.26 4.77 5.30 146.30 NOT REQD. 2.07 6 21.00 18.00 28.35 0.297 303.26 4.77 5.30 146.30 NOT REQD. 2.07 5 21.00 19.00 29.93 0.297 337.94 5.46 5.60 162.51 NOT REQD. 2.08 3 21.00 20.00 31.50 0.297 374.40 6.14 5.89 178.51 NOT REQD. 2.10 19.00 45.00 42.52 0.297 1257.41 12.96 7.95 321.78 NOT REQD. 3.91 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo TOTAL: 2576.28 34.10 0.00 30.04 955.39 2.70 BASE SHEAR: 64.14 Kips (C~re w/ 11V11 above) 77 • • • • • • • • • PROJECT:~ ~lt=tc.. JOB NO. £:::e:lv;?v:? ~ 1: _av_: -~'-~__;_~....;......:._ ___ _ ITEM: LA~~ ):.µAL.-(~~ DATE: e, -t? -t}B, PAGE 4:;;;2 OF 7 7 ~4. r . i-1:>tcrl--l -~lJn--1 L-R~ +7 , ~·, , , ~ ,1--1,., f""1 1 1 1 w,,1 1 1 1 I+ "4 tl-~~.,~ r I , "~ _ _ 43 . .S !'· '!,~ "r Id e,1 I ~ IJ, -= [ (lt::'1,0 ~t=)( ~7,~~·)+2 (le-?~ ~t:r)/125,(.~1) J (t',1~4 = 4~:tlt, iJz. -= [ (1v;,v7~)(1l<;.1)+i( ,~~ Pe-f)(l2.s?(.14 1)J ( "-18-G) = (ot¼,-:lt/, 1J~ = [(111?.C? ~ )(1~1 )-r z ( ,~~ re;)(12.s•)(,~') J ( t?.~) = s22=i1, ~ = (.l~lt--C,f)( 23~(~1.z.~';(.v;1') (~.,~) .,;,. lf.trG~ ~2. = (I~ ~)(23')(~:7~')(.C?')( t'./ex,) = ·IG.Olt. I~ =-(.,~t?~)(231J(1<2.' )(,i:=-;,')( O.l~t-) = '3.E3Gl! ~ =-( .. ,~~ fCr)(zi)( I 17 1) (.~'') ( ~./~) = 37.G" 1 1 T . l l l 1 -'!;17,~· 1 l~,:,.7~1 7 i.J 1 = [< ~."? iCSl')(I,,_,.') + ( ,..., .. ~F)( 12.$) (, o/ ') ( ~)] ("'·I t!!e-) = (oW-,{¥, 1.J,.· = [f,~-~~)(4~)+2(io/.?~r)(1i.5)(~') J (t?.t~) =-·614-'°1, ~ = (lo/~i-'Cf)(z.3')(1.?1)(.o/1) (~.,~~) -= 28.'f "- ~z. -=-(.r~~F)(231 )( 1~1)(.0 1 ) (t>.~'-') = S'.I"- ~ = {,IP?t?~f){23')(~.:?1)(.i;'?I)( ~-~) = '1.b1t- •~/A PROJECT: CM--JT~l-l ~C.fFf C- t'~ ;If ITEM: ~I~ JOBNO. ~ BY: 1,:-, ~,A}-1 DATE: ~ ~ -0,.. t::,f;, /; I ARCON ENGINEERS ,,· . C O R P O R A T I O N PAGE ¼?.;> OF 7] I '~ • loo ...., • -• 11) ID ... ... ... -== - l I-• I d\ I ~ -- s ... ~ I- ~ ... a -= == == ~ ... .... / . ( .. 1t) .... D .... ,_ .... i----• -+ - I -~ --I--• ~ i-- • --·-------~ ----··-·---'4-'h------{l)-------1!-___:\J):...'~,i..-.... L:J" -1--~- I ' ' f ~ ~ -== I--, I - ~ ~-~------------~~------~ ~ ~ I ' ' ~---~------~-----~~------~~ --~ tr. • ~-, ~ ~. ~ ~ °"'I I I / • • ARCON ENGINEERS CORPORATION PROJECT: C.'4N.YON H¾:.:./FIC.,, &/-45£.-;a::. ITEM: BL£x:::;z ''E/' JOBNO. <:5c9''5S" BY: flM DATE: /() )8c5 PAGE &4 OF 77 ·--------------------------------------- CANYON PACIFIC -BLOB. "F" • WALL OR PANEL ·STIFFNESS: Date: 02-0ct-88 E = 3122.0 Ksi. 6 = 1419.0 t' . ,·~si. t h L C=Cant. D R=1/D D R=l/D WALL SECTION r" .I.ii• Ft. Ft. h/l F=Fixed In. /t'.ip Kips/In, In./Kip Kips/In • • --------------------------------------------------------------------------------------------- OVERALL 5.5(1 23,(;(i 40.(1(1 0,58 C 1.33E-04 7535.98 1. 33E-04 OPEN STRIP 5.50 9.M 40.00 (i. 23 C 3.72E-05 26846.44 -3.72E-05 5.5(1 9.00 13.00 0.69 F 1. 26E-04 7950.92 1.26E-04 -------------------- 2.21E-04 4520, 4(! • l"j"r OVERALL 5.50 23.00 42.00 0.55 ,., 1.22E-04 8166.16 1.22E-04 ,.,, k O?EN STRIP 5.5(! 9.00 42.00 (l, 21 C ~.52E-05 28376.70 -3.52E-05 5.50 9.00 14.50 0.62 F ! .09E-04 9143.97 1. 09E-04 ... -------------------- 1.97E-04 5087.04 •( 8 OVERALL C' C'(t .J,J,, 23,00 24.00 o. 96 C 3,52E-04 2837.85 3.52E-04 OPEN STRIP 5.5(1 12.00 24.00 0.50 C 1.0bE-04 9434.18 -1.06E-04 e er1 ,J,,J .•. 12.(l(; 9.00 1. 33 F 3.43E-04 2914.99 2 5.50 12.00 3.00 4.00 F 4.34E-03 230.30 3.18E-04 3145.28 OPEN STRIP @ 1 C' C'(t .J, ,.i,, 7.00 9.00 0.78 C 2.29E-04 4363.11 -2.29E-04 • 4 5.50 7.00 3.00 l"l '7'7' .i., ... ,._1 F 1. 10E-03 910.25 5 5.50 7.(l(i 3.00 2.33 F 1. 10£-03 910.25 5.49£-04 1820.50 -------------------- B.84E-04 1130.68 14 OVERALL 5.50 23.(l(i 20.00 1. 15 r 5.31E-04 1882.85 5.31E-04 ,., • f!PEN STRIP r C'(1 12.00 20.0(l 0.60 ,-. 1.43E-04 7014.01 -L43E-04 .J,,Jv I., 5.50 12.00 1.00 12.00 F 1.02E-01 9.76 2 C \:'•·\ i.1.i2v 12.00 7,(l(l 1. 71 F 5.57E-04 1795.40 5.54E-M 1805.15 DFEN STRIP @ 'i ,.. 5.50 7 ,(H) 7. (1(} 1.00 C 3.87E-04 2585.93 -3.87E-04 4 5.50 i (\(\ 3.00 'i 1'1' C' L 10E-03 91(),25 I 1\.l'V .J..11,,11,,I I 5 5.50 7.00 1.00 7.00 F 2.11E-02 47.50 1.04E-03 957.75 • -------------------- 1.60E-(i3 62~.03 1& OVERALL 5.50 23.(}0 21.00 L 10 C 4.74E-04 2107. 71 4.74E-04 OPEN STRIP 5.50 7. (l(l 21.00 0.33 C 5.99E-05 1669'!.9e -5.99E-05 5.50 7.0(l 11.00 0.64 F 1.13E-04 8861.04 • 2 5.50 7.00 7.00 1.00 F 2.12E-04 4717.09 7. 36E-!}5 17C:"70 f..,. ,-..,u,J v, .1-..\ I --------------------i 4.BBE-04 2048.27 '... • • ~A _._.,--ARCON ENGINEERS CORPORATION PROJECT: CA'v YON f?ACJ/:IC..,, /W,45E,..:a ITEM: ~ \Ak9::lJ.., l3L1Y7 'tp JOBNO. ~'$S- BY: l-f/'f DATE: !0/~ PAGE <t7'f> OF 7 7 ·-------------------------------------- • • • • • • • . - SHEAR i/A:..L ANALYSIS -BLDG. "F" WALL@ LINE: NORTH Date: 02-0ct-88 ------------------------ TOTAL SHEAR@ WALL LINE: E= 36(15.0 Ksi. G= 1639,0 Ksi, V= 6(1, 14 Kips MANUAL=M (see note) HEIGHT t L FIXED= F· R F v v ;;JALL Ft. In. Ft. CANT.= C Kips/In. iKips) !li/Ft.) (Psi.i REBAR ----------------------------------------------------------------------------------- 23.(l(i "" 4(1,(l(l M 4520.(l 43.76 1093.96 16.58 73% ~ .. J 3 23ir(!O " c-18.0(} C 169:Z.1 16.38 910.06 13. 79 1/27% , . .',i.J. r 0.0 0.0(1 0.00 0.00 \, ----------------------------------------------------------------------------------- TGTHL: 60.14 WALL@ LINE: SOUTH TGTP.L SHEAR @ WALL LINE: V= 80.80 Kips i::-~-3605.(l 1:si. G= 1639.0 Ksi. MANUAL=M (see note) HEISHT t L FIXED= F R F v v WALL Ft. In. Ft. CANT.= C Kips/In. iKipsl !li/Ft. l (Psi. l REBAR ----------------------------------------------------------------------------------- 10 23.00 C: C: 21.00 M 2048.(1 15.45 735.93 11.15 I~ 1.:•1..' ,, 15 23,00 c-c-20.00 C 2174.3 16.41 820.39 12.43 ~~ ,,J,.J 14 23.00 5,5 20.(l(l M 625.0 4. 72 235.82 3.57 ~ 13 23.00 r:: r:: 24.50 C 3426.1 25.85 1055.26 15.99 oa'/o ..J,,.J 12 23. (H) ~ -21. (10 C 2434.0 18.37 874.64 13.25 Ji2>µ ;:L2 ,~ o.o OslH) 0,(i(! 0.0(1 " ----------------------------------------------------------------------------------- TOTAL: 10707.48 8i),8(! ARCON ENGINEERS CORPORATION PROJECT: C.M Yc)N PA(!_/,C/C. f>/-1,4_5£ JI:_ ITEM: SHEAR.., wAU- B U)q '';I:" A JOB NO. BY: 1-/-H DATE: /6/e.& PAGE OF 77 l •------------------------------------------- •· • • •( '·. -. • • • • • SHEAR i-JALL ANALYSIS -BLDG. "F" WALL@ LINE: WEST ------------------------ TOTAL SHEAR@ WALL LINE: E= 3605.0 Ksi. G= 1639.0 Ksi. HEIGHT t WALL Ft, In. '7 l, 23.00 "" iJ,iJ. 18 23.0(, "" J,J 20 2:SirOO "" ,J,,J 22 23.CO "" i.111 ~' 23 13.00 C: c:: u. u WALL @ UNE: EAST ------------------------ L c:~ ! \.1 16.(iO 18.00 29.00 18. [i(l 42.0(} TOTAL SHEAR@ WALL LINE: E= 3605.0 Ksi. C-,:,-1639.0 Ksi. V= 68.80 Kips MANUAL=M (sEe note) FIXED= F p . F CANT.= C Kipsiin. (Kips) ,.. 1692.1 7.75 L· C 1692.1 7 7" J .,J C 4849.2 22.22 C 1692.1 7.75 M 5087.5 13.31 C 0.0 0.(H) TOTAL: 15013.05 68.80 V= 81.30 Kips M~NUAL=M (see note) Date: 02-0ct-BB V V !#/Ft. l (Psi. l REBAR 430.80 6.53 I lo/,> 430.80 6.53 11% 766.29 11.61 3.;1% 43(1. B(i 6.53 llo/o 555.10 e.41 3ti o/., 0.00 0.00 HEIGHT t L FIXED= F R F v v WALL · Ft. in. Ft. CANT.= C Kips/In. (Kips) (:!!iFt.) !Psi.) REBAR 11 23.00 5.5 21.50 C 2568.2 14.94 695.07 10.53 1a% 1(i 23,00 "" 21. 50 C 2568,2 14.94 695.07 10.53 i6% .J11i: 9 23.(l(l "" 21. 50 C 2568.2 14.94 695.07 10.53 16~ ~.s.J 8 2::LOO "" .!,,J 24.00 f, 1130. 7 ' r:o e..J\.,\ 'l~• 1r: LI Ji ... ;J 4.15 8% 7 23.(}{; 5.~ 21.50 C 2568.2 14.94 695.07 10.53 !l3% 6 23,::10 5.5 21.5() i' 2568.2 14.94 695.07 10.53 /6~ " ------------------------------------------------------------------------------------TOTAL: 13971.45 81.30 '\ h ,y' JOBNO. f:855' • m.A BY: t:::E!..2 ARCON ENGINEERS CORPORATION ITEM: SHM/2... WAI-L DATE: /6/a,-._9 PAGE (._., 7 'oF 77 _______ ___:_ __________________________ _ • • • •r . \ ' • • • • • SHEAR WALL STABILITY ANALYSIS -BLDG. 11f11 WALL Q LINE: NORTH ============ TOTAL SHEAR Q WALL LINE: ROOF HEIGHT: 21.00 Ft. FLOOR HEIGHT: 0.00 Ft. Date: 03-oct-88 V= 52.44 Kips (From diaph. loads to wall) MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. H Ft. L WEIGHT O.L. O.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE O.T. WALL Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) S.F. 1 21.0 40.00 45.68 0.054 956.80 31.86 8.54 758.75 NOT REQD. 1.26 3 23.0 18.00 33.75 0.054 312.50 11.78 6.31 319.96 0.41 0.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 TOTAL: 1269.30 43.64 0.00 14.85 1078.71 1.18 BASE SHEAR: 58.49 Kips (C~re w/ "V" above) WALL Q LINE: SOUTH ------------------------ TOTAL SHEAR Q WALL LINE: V= 65.59 Kips (From Diaph. Analysis) ROOF HEIGHT: 21.00 Ft. FLOOR HEIGHT: 0.00 Ft. MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. H L WEIGHT O.L. O.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE O.T. WALL Ft. Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) S.F. 16 23.00 21.00 34.65 0.270 423.36 8.56 6.48 254.27 NOT REQD. 1.66 15 23.00 20.00 34.50 0.270 399.00 9.02 6.45 263.61 NOT REQO. 1.51 14 23.00 20.00 22.13 0.270 275.30 2.71 4.14 104.50 NOT REQO. 2.63 13 23.00 24.50 42.26 0.270 598.72 14.42 7.90 393.70 NOT REQO,' 1.52 12 23.00 21.00 36.22 0.270 439.84 10.37 6.77 295.66 NOT REQD. 1.49 o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL: 2136.22 45.08 0.00 31.75 1311.75 1.63 BASE SHEAR: 76.83 Kips (C~re W/ 11V11 above) PROJECT: 64-N Y6N H{(Y ~JG JOB NO. 8e£S • A-l-45£. 7r BY: HM ARCON ENGINEERS CORPORATION ITEM: Stfl:='~.JZ_ ~ DATE: t<J/68 L3Lt::Y';;;.. uF/; PAGE (a5 OF 27 ·---------------------------------- • • • • • • • • SHEAR WALL STABILITY ANALYSIS -BLDG. 11F11 WALL Q LINE: WEST ============ TOTAL SHEAR Q WALL LINE: ROOF HEIGHT: 21.00 Ft. FLOOR HEIGHT: 0.00 Ft. V= PANEL ROOF L WEIGHT D.L. Date: 03-0ct-88 68.80 Kips (From diaph. loads to wall) MINIMUM PROVIDED FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE WALL ff Ft. Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) 17 21.0 18.00 28.35 0.108 272.65 4.19 5.30 143.66 NOT REQD. 18 21.0 18.00 28.35 0.108 272.65 4.19 5.30 143.66 NOT REQD. 20 21.0 29.00 45.68 0.311 793.14 12.57 8.54 353.66 NOT REQD, 22 21.0 18.00 28.35 0.311 305.53 4.19 5.30 143.66 NOT REQD. 23 21.0 42.00 47.25 0.311 1266.55 12.95 8.84 364.73 NOT REQD. 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.T • S.F. 1.90 1.90 2.24 2.13 3.47 0.00 0.00 0.00 0.00 0.00 0.00 --------------------------·------------------------------------------------------------0·---------------------------TOTAL: 2910.51 38.09 o.oo 33.28 1149.35 2.53 BASE SHEAR: 71.37 Kips (Coq:>are w/ 11V11 above) WALL@ LINE: EAST ============ TOTAL SHEAR Q WALL LINE: V= 81.30 Kips (From Diaph. Analysis) ROOF HEIGHT: 21.00 Ft. FLOOR HEIGHT: 0.00 Ft. MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. H L WEIGHT D.L. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE O.T. WALL Ft. Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) S.F. 11 23.00 21.50 37.09 0.311 470.60 7.88 6.94 245.24 NOT REQD. 1.92 10 23.00 21.50 37.09 0.311 470.60 7.88 6.94 245.24 NOT REQD, 1.92 9 23.00 21.50 37.09 0.311 470.60 7.88 6.94 245.24 NOT REQD. 1.92 8 23.00 24.00 29.03 0.311 437.93 4.38 5.43 154.41 NOT REQD. 2.84 7 23.00 21.50 37.09 0.311 470.60 7.88 6.94 245.24 NOT REQD. 1.92 6 23.00 21.50 37.09 0.311 470.60 7.88 6.94 245.24 NOT REQD. 1.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 0.00 o.oo 0.00 TOTAL: 2790.91 43.78 0.00 40.11 1380.62 2.02 BASE SHEAR: 83.89 Kips (Coq:>are w/ "V" above) • • • • .... . ( .' • • • • t . ·- • ~W6t. ~ . ~~le-TH -6#un--f j,t,,AJ1? t( I I I I I lr;_ W2-J,~ I I ii I I I L 1 lo& I f .. 'I iJ1 = [ (1~v;?i,sr)(1~t>')+2(1r?Pl'Cf){12.G)(.o/1)] (~.,t,C,) == =rz;;:/K. i...!2-= [t1~-~!'SF)(c;G) +lll?d/~)02.G~{.E?')C~)] (d1,\t>C) =-53e:,J1 ~ = (.IC'?P ~F)( zi)(G.e:>1)(.~')( .?.I~~) = ·21.~ ll. f1-= {.1~~ ~) ( 23')( ~~1 ) ( ,t:"?1) (:?. le>C.) = C/. bZ "- ~ _ (.1w~ ~)(zi)(a1)(.~')(~.,~t;.) =-20.Bbe. -W:?T -~1 t..o~ ~~1 fic:1 wi:::,' :i:::, ~t:1 t;.r:1 :r, =r1 ~1~11 =c11J.z.::=r1=I1 =c1 ::::r1=I1 :J1=1fi~=:r, :::1,::::w:if=r::1 ::11=3f ~ l 1G1 l ~, l &11NGIZ. l 'i • 1 , I , i.J, -[ (lr?,C":1~)(~+1) + (!~~rt=f}(~'.)(.L?1)] ( P,j~) = '7Z4 ~/, IJ1-= [ (!~o/~)(~£-1) + (1~~ rtr)62.~)(:1?1 )~) J ~1~) ,:: 816=1/i W~ = l~o/.~ KSF){.13~1) + (1~~)(1o')(~1 )] {~.,~) = G3?"( ~ = (.1~f'Cr)(z~')( c:;1 1)(~1) (~1£¾-) = tt:t.'G ll ~ = (.,~t1~r)(2i){4~1)(~')(~.1~) = .3t).8~ ~ = (.11?1~~)(2a')(1('.;,1)(,v;,-')(t9.1~) -=-s.1~1! ~ = {,1w~)(2~1)(~11 )(.~1)(t?.\8-~) = IO,tf~ PROJECT: ~i.J7~ ~lrlC. n-t~ :ir ITEM: ~I~ JOB NO. £:;>g,&?r:f? BY: j<. ~AM DATE: e;-t::=;,,e>c:!;> PAGE 7() OF 72~ . tf5 --------------------------···-·-tr-)/. . ' - • • • = -~ ••• 1/· . \-' •• • • • l.:. • " r ij ~ t,z'-~'' _g:, _ ,---------~~~---------~_j,~~ ~ """t I ~, I ~ ~ ~ I -~ u -.. ---~: \. I t( I ~-It: II ~-°l .!.. I•' "';;ii ... II ~'° ' °' 11 ~ . N'> I - i?~ I ~~ -i: !L~/ 1t1-1 ~ -~~-(t:> y Vlt,-1~ ro ,, 'K'b-7 \\.) II TI U) -~ II _, 11 -~ l' ~+ - 1: -. ti) --s; n . w T "--- I .... ~ II I-s. II '- ~I -~ ~-14 II ,v -II ~, ... I (I ~ -~@~i h :;,, ~-1'7 11;? i,,e.6 -I 2. ~~!-0, D 7 ~= .~§! ,, ~'""" \I ~1 11 I~= ~F [ 11 -... , N --=j:11 I i' ' 11 1--- i 1- 11 I -I ., 11 ! ~ ... , --~ - 11 ! J. .... -: ~ i ~-~ .N:• ~-II II \ll.t)-11 -~ .... -~ l 11.. - I I "i II I 1 ~ ~ I ! !\ ~ ::,,j.: ~ II -~~ "' I I I I ~ '-'-,~ i I , >L ~- I N I .'21!. ' IL I ARCON ENGINEERS CORPORATION PROJECT: C/4-J,J '/{5),./ R4C.)!=IC- PJ+A5£.. TC JOB NO. ~5'° BY: f/M DATE: /0 /o<:;> PAGE 7/ OF 77 •-------------------------------------- CI\NYGN PACIFIC -BLDG. "E" • WALL OR PANEL STIFFNESS: Date: 02-0ct-88 ' ------------------------------------------------ E = 3i22.0 Ksi. G = 1419.0 Ksi. t h L C=Cant. D R=1/D D R=1/D • WflLL SECTION In. Ft. Ft. h/L F=Fi>:ed In. /Kip Kips/In. In. /Kip Kips/In, --------------------------------------------------------------------------------------------- 28 OVERALL 6.50 25.(10 28.00 0.89 C 2.56E-04 3899.19 2.5bE-04 OPEN STRIP 6.50 9.00 28.00 0.32 r· 4.84E-05 20676.32 -4.84E-05 " 1 6,5(1 9.00 12.(l(l 0.75 F 1.18£-04 8448.37 1. lSE-04 -------------------- • 3/26E-04 3063.11 ·10 !WERAa 6.50 25.00 28.00 0,89 C 2.56E-04 3899.19 2.56£-04 ,., OPEN STRIP 6.50 9.00 28.00 0.32 C 4.84E-05 20676.32 -4.84E-05 6.50 9.00 4.00 'l 'JC" .. , .. J F 8.54E-04 1170.91 8.54E-04 -------------------- 1.06E-03 941. 50 ji"I .1 OVERALL 6.50 25.00 27.25 0.92 C 2.72E-04 3682.33 2. 72E-04 OPEN STRIP 6.50 12.00 27.25 0.44 C 7.41E-05 13490.60 -7.41E-05 6, 5(1 12.00 9.00 1.33 F 2.90£-04 3444. 98 ,, 6.5(1 12.(10 6.25 1. 92 F 5.99£-04 1670.62 ! . 95E-04 5115.60 i. • OPEN STRIP @ 1 6.50 7.00 8.00 (i. 88 C 2.46E-04 4066.87 -2.4bE-04 l 4 6.50 7.00 3.00 2.33 F 9.30E-04 1075.75 5 6.50 7.00 3.00 2.33 F 9.30E-04 1{175.75 4.65E-04 2151.49 -------------------- 6. 12E-04 1634.45 • 0 OVERALL 6.50 25,00 .23.(10 1.09 C 3. 95E-04 2534.54 3.95E-04 OPEN STRIP 6.50 12.(l(l 23.(l(l 0.52 C 9.59£-05 10430. 34 -9.59E-05 6.50 12,00 8.00 1.50 F 3.61E-04 2766.50 2 6.50 12.00 3.00 4.0~) F 3.67E-03 272.17 3.29E-04 303tl,67 no;?J L,;l w1: STRIF ~ 1 6.50 7.00 9.00 (i.88 C 2,46£-04 4066.87 -2.46£-04 4 6.50 7.00 3.00 ') 77 J..,.).J F 9.30E-04 1075.75 • C" 6.5(1 7.00 2.00 3.50 F 2.57E-03 389.38 6.83£-04 1465.13 ,J -------------------- 1. 06E-03 939.49 7 OVERALL 6.5(i 25.0(l 25.0i) 1. (l(i r 3.27£-04 3056.10 3.27E-04 ,, ... D?EfJ STRIP 6.50 9.00 25.(l(l r, ~L C 5.60E-05 17846.51 -5.60E-05 '-'• ~ti.J • 6.50 9.00 12.(l(l 0.75 F i. 18£-(i~ 8448.37 1. 18E-04 -------------------- J 3.9(1£-04 2567.08 \ • • ,~A PROJECT: CA-NYON. PAC/RC. P/+A-5E-:a. JOB NO. $65" BY: /-/·H ARCON ENGINEERS CORPORATION ITEM: StfEA;-!z, WALL I DATE: /0/138 PAGE 7c2 1 OF 7 7 ·------------------------------------------- • • • •(-: -. • • • • • SHEAR WfLL fiNA~ISYS -BLDG "E;; WALL ~ LINE: NORTH Date: 02-0ct-88 TOTAL SHEAR@ WALL LINE: V= 48.50 r:ips E= 36(15. 0 Ks:. G= 1639. 0 Ksi. M/i.NUAL=M isee note) H~IGHT t l FIXED= F R F V lfJil l flth ... 1.. Ft. In. Ft. CANT.= C Kips/In. IKipsl (~/Ft.I 26 25.00 6.5 22.00 28 25.00 6.5 28.00 29 25.00 t.5 28.00 WALL @ LINE: sourn TGTAL SHEAR @ WALL LINE: E= Jfr:.15. (1 Ksi. 8= 1639.0 Ksi, C M M C 2642.1 3063. i 941.5 19.28 22.35 ' 07 Q,,i_,, (!, (l(l TOTAL: 6646.68 46.50 V= 79. 30 Kips MANUAL=M (see note! 876. 31 798.25 245.36 0.00 V i~c~ \ \1 -·l. a I (!,(iO HEIGHT t L FIXED= F R F v v Ft. CANT.= C Kips/In. (Kips} 1#/Ft.J (Psi.I --~ 25.00 6.5 20. i)(l C 2108.8 14.52 725.91 O 71 1.1 l1-.Jo1 16 25, (H) ' C' CnJ 2(!, (!(i C 21(1B. B 14.52 725.91 9.31 15 25.00 l C' u,.J 20.% C 21%.B 14.52 725.91 9.31 •J 25.0(1 ' " 27.25 M 939.5 6.47 '171 ":'1 3.04 , b.'1 -L-. • .11 , .. .ib B -1.:::: tu"• .. C' 17#25 r· 4252.6 29.28 1074. 39 13.77 L'I.J.V\.1 t,$,,) I.> I., 0.(l 0.00 o.oo (i,(l(i TOTAL: 11518. 45 79. 30 REBAR REBAR ,~.i" ~-3~ ,s.at e.z'k 3'.tf '& ARCON ENGINEERS CORPORATION PROJECT: CAN Y6N µt}C_J/:=IC.. /=>~ ::zr. JOBNO. ct:550 BY: HM DATE: Julffi J PAGE 76 OF 77 •-------------------------------------- • • • • I-_-. I • "• • • • • l· • SHEAR I/ALL ANALYSIS -BLDG. "E" WALL~ LINE: WEST TOTAL SHEAR@ WALL LINE: E= 3605.0 Ksi. G= 1639.0 Ksi. I/= 80.03 Kips MANUAL=M (see note) HEIGHT t L FIXED= F R F v v WALL Ft. In. Ft. CANT.= C Kips/In. (Ki psi (#!ft. l (Psi. l REBAR ----------------------------------------------------------------------------------- 18 25.00 ' ,: 16.00 C 1208.9 !'i 7:") 770.16 9.87 {£'-4-'t, t.iJ L,.JL 19 25.f:O 6.5 23.(l(l M 1634.5 16.66 7:-,.z -ric JL1t,..)£½ '1, 29 '29.f; 'I, 20 25.00 i.. r: \.hiJ 21.50 C 2504.0 25.52 1187.15 15.22 "31-'1 i 21 25s00 6.5 21. 5(1 r 2504,0 25.52 1187 .15 i5.22 a1.'I 1' '" C (l,(l 0.00 (\(l(l 0.0(! ----------------------------------------------------------------------------------- TOTAL: 7851.48 80.03 WALL@ LINE: EAST TOTAL SHEAR @ WALL LINE: V= ""l'!:' -rJ ! ..J, ~,1 Kips E= 3605.0 Ksi. G= 1639.0 Ksi . MANUAL=M (see note) HEIGHT t L FIXED= F R F V V WALL ct In. P· CANT.= I" Kipsiin. (Kips) (#/ft.) (Psi. J REBAR ... ' L • l, ----------------------------------------------------------------------------------- 7 2~.0() 6.5 20.00 C 2108.8 13.26 662.77 S.50 l:P.~9' 6 25.00 ' i:" u,..J 2i.(l(l C 2369.1 14.89 709.13 9.09 l'l.~t r: 25.(l(i i.. r: 21.00 r 2369 .1 14.89 709 .13 9.09 1'1.e:t .! u,J '" ,:, 25.(l() 6.5 25.00 11 2567.0 16.14 645.42 8.27 21-4-~ ~C' t1t1 J..J,\.:V ' r: 0,J 42.(l(i M 2567.0 16.14 384.18 4.93 '21.4% ----------------------------------------------------------------------------------- TDTAL: 11981.00 75,31 • ARCON ENGINEERS CORPORATION PROJECT: CANYON f';k!/ P/C ;.=,#AS£.. Jr JOBNO. 8B65 BY: flt1 DATE: /0 I 88 ' PAGE 7'-f OF 7 7 •-------------------------:----------- • • • • • • • • SHEAR WALL STABILITY ANALYSIS-.BQZ; 'f:' WALL Q LINE: NORTH ============ TOTAL SHEAR iil WALL lINE: ROOF HEIGHT: 23.00 Ft. FLOOR HEIGHT: 0.00 , Ft. V= PANEL ROOF L WEIGHT D.L. Date: 03-0ct-88 48.50 Kips (From diaph. loads to wall) MINIMUM PROVIDED FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE WALL H Ft. Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) 26 25.0 22.00 41.25 0.230 509.41 14.93 7.71 439.81 NOT REQD. 28 23.0 28.00 37.83 0.108 571.96 17.25 7.07 478.10 NOT REQD. 29 23.0 28.00 32.10 0.108 491.74 5.32 6.00 191.39 NOT REQD. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 o.oo 0.00 o.oo o.oo TOTAL: 1573.10 37.50 0.00 20.79 1109.31 BASE SHEAR: 58.29 Kips CC~re w/ "V" above) WALL al LINE: SOUTH ------------------------ TOTAL SHEAR al WALL LINE: V= 79.30 Kips (From Diaph. Analysis) ROOF HEIGHT: 23.00 Ft. FLOOR HEIGHT: 0.00 Ft. MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. H L WEIGHT D.L. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE WALL Ft. Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) 17 25.00 20.00 37.50 0.270 429.00 8.88 r .01 291.90 NOT REQD. 16 25.00 20.00 37.50 0.270 429.00 8.88 7.01 291.90 NOT REQD. 15 25.00 20.00 37.50 0.270 429.00 8.88 7.01 291.90 NOT REQD. 9 25.00 27.25 38.71 0.270 ·627.67 3.98 7.24 182.02 NOT REQD. 8 25.00 27.25 51.09 0.270 796.35 17.88 9.55 530.66 NOT REQD. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 TOTAL: 2711.02 48.50 0.00 37.83 1588.38 BASE SHEAR: 86.33 Kips (C~re W/ 11V11 above) O.T • S.F. 1.16 1.20 2.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.42 O.T • S.F. 1.47 1.47 1.47 3.45 1 .so 0.00 0.00 0.00 0.00 0.00 0.00 1. 71 PAOJECT:C.,4-,,<LY&'\/ PAC.}P/G _Jo_s_N_o_. -=~=---=-------• ARCON ENGINEERS CORPORATION P)./--46,£, -;:r _BY_: __ _;,./-f/'1_.,,---- ITEM: 51-f EA.;:/2.. WA-LJ_, D_A_TE_: _ __,_/-=;C;,...:./;~B:s:-=----- /3 LDC.7 11 g // P_A_G_E _7...,L_;:_2~_o_F_~Z----=-7 __ ·----------------------------------- • • • • • • • • llelr SHEAR WALL STABILITY ANALYSIS -~ WALL m LINE: WEST ============ Date: 03-0ct-88 TOTAL SHEAR Q WALL LINE: V= 80.03 Kips (From diaph. loads to wall) ROOF HEIGHT: 23.00 Ft. FLOOR HEIGHT: 0.00 Ft. MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. H L WEIGHT D.L. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE O.T • WALL Ft. Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) S.F. 18 25.0 16.00 30.00 0.054 246.91 8.97 5.61 276.44 1.85 0.89 19 25.0 23.00 30.75 0.054 367.91 12.11 5.75 350.41 NOT REQD. 1.05 20 25.0 21.50 40.30 0.054 445.71 18.58 7.54 521.54 3.53 0.85 21 25.0 21.50 40.30 0.054 445.71 18.58 7.54 521.54 3.53 0.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL: 1506.23 58.24 0.00 26.43 1669.93 0.90 BASE SHEAR: 84.67 Kips (C~re w/ 11v11 above) WALL Q LINE: EAST ============ TOTAL SHEAR Q WALL LINE: V= 75.31 Kips (From Diaph. Analysis) ROOF HEIGHT: 23.00 Ft. FLOOR HEIGHT: 0.00 Ft. MINIMUM PROVIDED PANEL ROOF FLOOR RESISTIVE ROOF FLOOR PANEL OVERTURN. SHEAR PL. SHEAR PL. H L WEIGHT D.L. D.L. MOMENT SHEAR SHEAR SHEAR MOMENT FORCE FORCE O.T • WALL Ft. Ft. (Kips) (Kip/Ft) (Kip/Ft) (Kips-Ft.) (Kips) (Kips) (Kips) (Kips-Ft.) (Kips) (Kips) S.F. 17 25.00 20.00 37.50 0.270 429.00 8.88 7.01 291.90 NOT REQD. 1.47 16 25.00 21.00 39.38 0.270 473.03 8.88 7.36 296.29 NOT REQD. 1.60 15 25.00 21.00 39.38 0.270 473.03 8.88 7.36 296.29 NOT REQD. 1.60 9 25.00 25.00 38.77 0.270 569.00 3.98 7.25 182.16 NOT REQD. 3.12 8 25.00 42.00 59.85 0.270 1494.99 17.88 11.19 551.14 NOT REQD. 2. 71 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 TOTAL: 3439.04 48.50 0.00 40.18 1617.78 2.13 BASE SHEAR: 88.68 Kips (C~re w/ 11V11 above) • • • • • • • • • PROJECT: o,:i-J-(4.__f ~tflC. JOBNO. ~~~ ffiA~ fl.JP BY: I-=:-. l"HAl'-"I ITEM: I.JAu... f~TI~~ DATE: c:::t 11 / a a:, PAGE 7l, OF 77 ' i...tAU.., f~~11~ ~,~!-let F: t..1~~ '1rl~ wf~ I > e!:? l'M-4'"/i 17~ s:1r,1 f; c~ ti' II f 2-~, ..ft:-/i II i:I 'Zl e, ci!;1 II ~ -11 ~r A ~~e, ~.-1 II A.4 r,~e:f :I-/( II ~,i-1~ w~ w.~ c;. v.? 2-o ,II,/, 1¥~~ L-11--l~ w~r !JI"~ 4 7??7 ~/i ,~f.,1 iJ'l'"'-''P"-1,.,, fl6r-. w1v.,n, le!:>+? 3/i ~ c:::,j II ~??1" "-1 ,~,, f.-- I ~v.77 -Ir/, 1?111 14t4.;fF/, It?" l7ot;, ~ e:,11 ,~~~Ii I t=>II ~ 1,,,7 C? 3/i II II w~~ ffa-. tJ1~nt l-=-16~~ 1-?'' ~t,f;,L. rr4". w1~1rt ~0":?7 ~/i I.?'" 4' • • • • .( . \ • • • • • PROJECT: CAJJfoJ.,) PAC, 'FIC JoB No. $~ BY: H· M. ITEM: EF'IJCE WALL DATE: lo la& PAGE C7 7 OF 77 CAUXQI) ]:IC.I F / C, FREE-STANDING CONCRETE WALL DESIGN· ' ================================== f'c= fs= t= Inspect= n= kb= Z*Cp= Wind= Height Bar Spcg. Wall Wt. Moment K k fs As .As 3000 Psi. 20000 Psi • 5.5 In. 1 (Yes=l; No=2) 19.33 0.465 0.2 10 Psf • 7.00 Ft. 18 In. 69 Psf. 338.1 Lb-Ft/Ft 51.49 Psi • 0.1192 20000 Psi. 0.08 Sq.In. 0.12 Ea. Cell -----------~---------------As 0.20 Selected Ash 0.04 Sq.In./Ft. ---------------------------wa11·wt. 483.0 Lb./Ft. Footing Thickness Width O.T. Mom • Res. Mom. O.T. S.F. Max. Brg. 12.0 In. 2.00 Ft. 441.6 Lb-Ft/Ft 783.0 Lb-Ft/Ft 1. 77" 1197.2 Psf. --------------------------- Ill= ~.3~, ,*-)1 M = 9?,?. 2:f#-1 ~ IB II A ~ ~ S-Oz.e,~--J2 = . nt=_II ~ --s~,, x. ....... 20i .... ~-o----x -,. 3-.3--;:;;,; SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY TM November 4, 1988 Davison and Partners Job No. 05-2370-013-00-10 Log No. 8-2354 4199 Campus Drive, Suite 830 Irvine, California 92715 Attention: John Moreno SUBJECT: REPORT AND PLAN REVIEW AND SITE RECONNAISSANCE Buildings E, F & G Carlsbad Oaks, Lots 10-13 Carlsbad, California Reference: 1. San Diego Geotechnical Consultants "Foundation Investigation, Proposed Commercial Development, Gentlemen: Carlsbad Oaks Business Center, Lots 10-13, Carlsbad, California", Job No. 30034-00, dated July 31, 1986. 2. Architecture "Foundation & Grading Plans, Phase II, Canyon Pacific, Lots 10,11, 12 & 13 Buildings E, F, & G". As request:-ed we have performed a review of the referenced report plans and made a site reconnaissance. This letter presents our conclusions and recommendations relating to construction of buildings E, F & G. Site Reconnaissance On October 5, 1988 we reviewed the site to see if there had been any changes to the site since grading was completed. The surface soils are very dense although there is some desiccation. Based on our reconnaissance the site is suitable for the proposed construction. A SUBSIDIARY OF THE IRVINE CONSULTING GROUP, INC. 6455 NANCY RIDGE DRIVE, SUITE 200 • SAN DIEGO, CA 92121 • (619) 587-0250 Davison and Partn.ers ~November 4, 1988 Foundation Recommendations Job No. 05-2370-012-00-10 Log No. 8-2354 Page 2 The foundations for the structures may be constructed according to the recommendations for foundations on compacted fill in the referenced report and as shown on the referenced plans. It should be noted that these recommendations include moisture conditioning the slab subgrade soils, to at least 4 percent above optimum moisture content, to a depth of 24 inches. This may be accomplished either by removing and recompacting the material at the proper moisture content, or soaking the soil ponding water in the slab area. It has been our experience that, due to the fine grained nature of the soil, soaking is a very slow process and that removal and recompaction is a more practical solution. The moisture content should be verified by the geotechnical consultant prior to placing the moisture membrane. This opportunity to be of service is sincerely appreciated. If you should have any further questions, please do not hesitate to contact the undersigned at your convenience. Very truly yours~ SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. LU W. Lee Vanderhurst, C.E.G. 1125 Registration Expires: 6-30-90 Cheif Geologist WLV/AFB/mp ~A./r-.ez~£ Expiration Date: 3-31-91 Principal Engineer l 1 / ~ APPLIED GEoTECHNICAL ENGINEERING, INC. August 13, 1987 Project No. 87-168 Allen Company 1300 Bristol N, Suite 100 Newport Beach, California 92660 Attention: Mr. Jay Allen Subject: Geotechn.ical Investigation Proposed Industrial Buildings Carlsbad Oaks Business Center _ Lots 14 and 15, Palomar Airport Road and El Fuerte Street . Carlsbad, California Dear Mr. Allen Enclosed is our report on the Soil and Foundation Investigatio11 performed at the subject site in accordance with your authorization. Subsoils enco11ntered in the borings consisted of stiff to very stiff Silty CLAY and very dense crushed SANDSTONE. Fills were encountered in the borings ranging from a depth of 2 feet to 9 feet below the existing ground surface. An adequately constructed foundatlon system consisting of conventional spread footings established in recompacted on~site soils is expected to provide satisfactory support for the proposed structures. '!}he details of c.iur investigation and recommendations are included in the accompanying soil and foundation investigation report. The opportunity to be of service ls sincerely appreciated. If you ,have any questions, please call. Very truly yours, APFf.,1 ED GEO'rJ:•:cmncAL ENGINEERIN?,-; INC. PCY/WFY/mt /bv c '-{ft /1~ ,i_i:1 1;_~: . ,-.. _. ,> ---: ... ~ .. ~.,,\ (,/ ~ I ,...,~\ ,<;-0 r:~er c.~ong, P.H. ,M.S. (Stan &a _No. 19282 1. ;:::~ RCL 19 2 8 2 IX b:p. 9/30/89 ;;:;-:;' j ~ ! I .... ~ ... ri t/;>-. C'/1/!L_ / ,.:."'._'/ ,,:¼:-2:::-->::/> Wayne F. Yong S t:af £ Engineer 2660 Walnut Avenue, Suite H • Tustin, CA 92680 • (714) 669-8081 32368 Mission Trail, Lake Elsinore, CA 92330 • (714) 674-7851 August 13, 1987 Project No. 87-168 Page One GEOTECHNICAL INVESTIGATION PROPOSED INDUSTRIAL BUILDINGS CARLSBAD OAK BUSINESS CENTER LOT 14 AND 15 PALOMAR AIRPORT ROAD/EL FUERTE ROAD CARLSBAD, CALIFORNIA 1.0 INTRODUCTION This report presents the results of our geotechnical investigation for the proposed industrial buildings in Carlsbad, California. The purpose of this investigation was to evaluate the foundation materials and subsurface ·conditions underlying tµe site and provide recommendations concerning the pertinent ?oil and foundation engineering aspects of its development. Preliminary construction details provided by Mr. Jay Allen indicate that the proposed development will consist of independent single story concrete tilt-up industrial build- ings occupying a total land area of 5.58 acres for Lot 14 and 4.89 acres for Lot 15. Structural details are not available at the time of this report preparation. Typical wall loads of 4000 pounds per lineal foot, and maximum column load of 100 kips have been assumed for engineering analyses. Major site grading is not anticipated. 2.0 SCOPE The scope of services performed in this investigation included a visual site reconnaissance, subsurface exploration, laboratory testing, engineering analyses of lahoratory and field data, and the preparation of this report. The data obtained and the engineering evaluations performed as part of this investigation, were for the primary purpose of providing design criteria for the following: 1. Grading and Earthwork 2. Foundations 3. Pavement 3.0 SITE DESCRI~TION 3.1 Surface Conditions At the time of our field investigation the property was vacant and covered with grass and bushes. The ground surface was relatively level. APPLIED GEOTECHNICAL ENGINEERING, INC. ::. August 13, 1987 Project No. 87-168 Page Two 3.2 Subsurface Conditions Seven exploratory borings were done to determine the subsurface conditions at the site. On the basis of these exploratory efforts, the soils underlying the two pro- perties are considered to consist of stiff to very stiff Silty CLAY and very dense crushed SANDSTONE. Generally, the surficial soils appear to be moderately expansive, as supported by our laboratory test results. Fills were encountered in the borings ranging from a depth of 2 feet.to 9 feet below the existing ground surface. It is reported, that the fills were placed under the observation and testing of other geotechnical consultants during the mass grading for the tract. Our test ·results i~dicated that the fills encountered in our test holes were adequately compacted. Free groundwater w.as not encountered in any of the borings drilled to the maximum depth of 15 feet. 3.3 Grading and Earthwork General Site grading will be required to provide: 1) Nearly level individual building pads; 2) Suitable foundation conditions to support the proposed structures; 3) Adequate surface gradients for control of water runoff; 4) Excavation into fill to accomodate the installation of foundations and utility systems; and 5) Subgrade preparation for proposed parking areas and driveways. Processing of On-Site Soil a) After the areas have been stripped of all vegetation and debris, the existing on-site soil in the areas of proposed building pads and pavements, should be reworked to a depth of 12 inches and densified to at least 90 percent of maximum laboratory density. APPLIED GEOTECHNICAL ENGINEERING, INC. t August 13, 1987 Project No. 87-168 Page Three b} The depths of excavation should be reviewed by the Soil Engineer during the actual construction. Any surface or subsurface obstructions, or questionable material, encountered during grading should be brought immediately to the ~ttention of the Soil Engineer for proper exposure, removal, or processing as directed. No underground obstructions or facilities should remain in any structural areas. c) Wherever structural fills are to be placed, the upper 12 inches of the surficial soils should be excavated and recompacted to 90 percent relative compaction. d) Any loosening or softening of reworked or native material, consequent to the passag~ of construction traffic or·weathering should be made good prior to further construction. e} After the site has been stripped of any debris, vegetation or organic soils, excavated on-site organic free soils are considered satisfactory for reuse in the construction of on-site fills. f} Any imported soils shall be approved by the Soil Engineer prior to use. Caution should be exercised to prevent mixing of select existing or imported material with soils containing debris and/or organic matter. Any objectionable material, as determined by the Soil Engineer, should be stripped and removed from the property or stockpiled for landscaping purposes. Compaction Requirements Reworking or compaction shall include moisture-conditioning as needed to bring the soils to approximately the optimum moisture content. All reworked soils and structural fills should be densified to achieve at least 90 percent relative compaction with reference to the laboratory compaction standard. The optimum moisture content and maximum dry density should be determined in the laboratory in accor- dance with A.S.T.M. Test Designation Dl557-78. Drainage Building pads should be adequately drained away from slopes, pavement areas and structures toward the street or to an approved drainage system. Inlet structures should be maintained to provide for their function. APPLIED GEOTECHNICAL ENGINEERING, INC. r: August 13, 1987 Project No. 87-168 Page Four 4.0 FOUNDATION DESIGN 4.1 Footings The proposed building may be supported on conventional spread footings established in compacted soil. These footings may be designed for an allowable bearing value of 2000 pounds per square foot, which is for a minimum depth of 12 inches. The bearing value may be increased by 300 pounds per square foot for each additional foot of depth to a maximum allowable bearing value of 3500 pounds per square foot. This design value may be increased by one-third, if the Structural Engineer takes into consideration short duration structural loading conditions, such as induced by wind or seismic forces. Continuous perimeber footings for the building rather than. isolated pads should be used and founded at least 18 inches below adjacent ground surface. Continuous footings should be reinforced with at least 1 #4 rebar at the top and also the bottom. All visible cracks in the foundation excavation should be brought to the attention of the Geotechnical Engineer to determine the need for pre-soaking prior to placement of the foundation concrete. Footings located near a slope should be deepened in order that a minimum distance of 5 feet measured horizontally between the outer edge of the footings and the slope face can be achieved. 4.2 Settlements Total settlements due to new structural loads are estimated to be less than 0.5 inch. Differential settlements are expected to be less than 0.5 inch. 4.3 Lateral Capacity For design, resistance to lateral loads can be assumed to be provided by friction acting at the base of found- ations and by passive earth pressure and may be combined without reduction. If passive earth pressure is used, it is important that backfill should be placed under engineering observation and testing. A coefficient of friction of 0.30 may be assumed with the dead load forces. An allowable lateral APPLIED GEOTECHNICAL ENGINEERING, INC. t August 13, 1987 Project No. 87-168 Page Five passive earth pressure of 250 lb./sq. ft./ft. may be used for the sides of footings poured against undis- turbed or recompacted soil. 4.4 Slabs-On-Grade Concrete floor slabs may be directly supported on the properly prepared subgrade; if necessary, preparation shall include proof-rolling just prior to construction to provide a firm unyielding subgrade. If a floor cover.ing that would be critically affected by moisture, such as vinyl tile, is to be used, slabs should be protected by a plastic vapor barrier of at least six-mil thickness. The sheeting should be covered with a~ least one inch of sand to prevent punctures and to aid in the concrete cure. In order to provide .a firm working base after pre-soaking, the sheeting may be laid over a layer of 3 inch thick crushed rock of gravel. Native subgrade material, on the basis of laboratory test data, are considered to be medium in expansion potential. In order to minimize crack size because of expansive subgrade material conditions, the concrete floor slabs should be reinforced consistent with the recommendations of the Structural Engineer or Architect and at least as follows: 1) Concrete £loo~ slabs should be at least 4 inches thick actual. 2) The floor slabs should be reinforced with at least 6" x 6" -Wl.4 x Wl.4 welded wire mesh or equivalent bar reinforcing and installed at mid-height. 4.5 Expansion Controls The native materials are considered moderately e·xpansive. The moisture content in the upper ·12 inches of the building pad should be at least 120 percent of optimum moisture prior to potiring the floor slabs. If the moisture content of the upper foundation soils is less that 120 percent, the building area under slab-on-grade floors should be pre-soaked until moisture tests indicated that the desired moisture level has been attained. APPLIED GEOTECHNICAL ENGINEERING, INC. August 13, 1987 Project No. 87'-168 Page Six 4.6 Drainage The pad should be adequately drained toward the street or to an approved drainage system. Inlet structures should be maintained to insure their function. Planter areas adjacent to wall foundations are not recommended unless they are properly designed to have sealed bottoms for a width of at least 5 feet measured from the exterior of wall footings or raised planters or concrete walks. All rain water from the roof should be collected using gutters and downspouts and discharged to the street or paved area through pipe inlets and drain pipes. 4.7 Pavement Design Representative sample of the surficial soils, typical of the subgrade materials within the planned parking areas and driveways were collected for laboratory "R" (resistance) Value. The test would determine an "R" value for pavement design. Results of the test showed an R-Value of 8 and assuming the Traffic Index (T.I.) coefficient to be represent~tive of parking areas and truck traffic driveways, the following pavement sections may be used: Location (T.I.) (A.C.) (A. B) Automobile parking Truck traffic/Driveways 4.0 5.0 3.5 inches 5.5 inches 4 inches 7.5 inches Where A.C. is Asphaltic Concrete; A.B. (Class 2) is Aggregate Base with minimum "R" Value of 78. Prior to placing pavement or aggregate base, the existing grade should be reworked to a depth of 12 inches and densified to 90 percent of the maximum dry density, as determined by A.S.T.M. D1557-78 compaction method. The aggregate base should be compacted to 95 percent relative compaction. Proper drainage of the paved areas should be provided since this will reduce moisture infiltration into the subgrade and increase the life of the paving. No ponding of surface water should be allowed adjacent to the paved areas. APPLIED GEOTECHNICAL ENGINEERING, INC. August 13, 1987 Project No. 87-168 Page Seven · 4.8 Retaining Walls Cantilevered retaining walls supporting a horizontal, and non-surcharged backfill may be designed to resist a horizontal lateral soil pressure of 45 lb./cu.ft. equivalent fluid density. For _a surface slope of 2:1 (horizontal to vertical), the wall may be designed to resist a horizontal lateral soil pressure of 58 lb./cu.ft. equivalent fluid weight. The above design pressure assumes that sufficient drainage will be provided behind the walls to prevent the build-up of hydro-static pressures from surface water infil- tration. Adequate drainage may be provided by means of a system of subdrains or weep holes with filter materials inst~lled behind the walls. Retaining wall backfill should be designed and tested to achieve 90 percenb relative compaction. Retaining wall footings may be designed using the recommendations presented under the section "Slabs-on-Grade". 5.0 GENERAL INFORMATION In order to prevent misinterpretation of this report by other consultants it is recommended that the Soil Engineer be provided the opportunity to review the final design and spec- ifications. The Soil Engineer will also determine whether any change in concept may have had any effect on the validity of the Soil Engineer's recommendations, and whether those recommendations have, in fact, been implemented in the design and specifications. If the Soil Engineer is not accorded the privilege of making this recommended review, he can assume no responsibility for misinterpretation or misapplication of his recommendations or for their validity in the event changes have been made in the original design concept without his prior review. Review of tfle final design and specifications will be noted in writing by tne Soil Engineer and will become a part of this report. This report presents recommendations pertaining to t~e subject site based on the assumption that the subsurface conditions do not deviate appreciably from those disclosed by our explor- atory borings. The possibility of differenct local soil conditions cannot be discounted. It is the responsibility of the owner or his representative to bring any deviations or unexpected conditions observed during construction to the attention of the Soil Engineer. In this way, any required supplemental recommendations can be made with a minimum of delay to the project. APPLIED GEOTECHNICAL ENGINEERING, INC. : August 13, 1987 Project No. 87-168 Page Eight Construction should be observed and tested if necessary at the following stages by the Geotechnical Consultant. o During removal of unsuitable materials. o During compaction and filling ·operation. o During retaining wall and trench backfilling. o When any unusual conditions are encountered. It is the responsibility of the property owner or his authorized representative to review the recommendations made by Applied Geotechnical Engineering, Inc., and to authorize the contractor to perform such work as required to comply with such recommendations. The contractor and/or the property owner sahll have the respon- sibility to inform the Soil Engineer of the starting date of grading, scheduled grading hours each day, and anticipated period during which testing and/or observations by the Soil Engineer will be needed. Any grading including backfill performed without testing and/or observation as specified by the Soil Engineer and the Local Governing Grading Code may not be approved or certified by the Soil Engineer. APPLIED GEOTECHNICAL ENGINEERING, INC. -: 36 . . ~ .... ~I LOCATION MAP ...... --<::; rt; '12~~-:~4-, -----: -'-i:c 1--~-::..,_~--. : ".jJ ; --~ r:r---1· ·>, ' .... ) ·: \ -~ l .~::-' ___ ::_:; , . /..a•'•Gr'lvel , .. ~=·-~~~ .... :,... ,,.,t ~./Pit;-.._ r:.~-=--=-= -., I I .. ·, · Cerro ---· . :de lai Calavera ' I W4ter ·• '·San· Francfsco --·--- ra~k • ·.,Peak'-"' · '---~'":, _., I I I ... : I , I • / .. -. 1,._..,.,_:.: -I~ \/OCE~\~I'pE l!;i -·-----~ ( :(:;; !>rt1c: .. 11 ,~1 1---r.,..·-1-.::.:--·-~- -. I-,; d .. --:"':' -::,-' ; 1· i ' '•· id~·I < '3' ---' i .............. ,··- Bose map supplied from 7. 5 minute series 1 USGS b-· I : . ~--· !I .J :I 'J-g. :-.~ J'!, 1)ir,rorosa ·• Got1ncry Cluo 1(,11.W I -.-;• ,$>;• -~!--/,-,, I .. • "}! ?' ? ·I ; ' I (1) ,., I ;; 6 o.J- ;;;_. 1~1ay~il~-;-·:.; .', . .'/ ... : ..... 7 ' ...... / 0 I ' r Canyon· I L 2000 ... feet ,--..:.. -., .. APPLIED GEOTECHNICA~ ENGINEERJNG, INC. PROPOSO Lot 14 B 15 ., INDUSTRIAL ' ! -· .... : BUILDING Road and Palomar Airport Carls bud El Fuerte Street, Project No: 87-168 Date= 8/ 13 /87 Figure No= . I ; i l .>. - 8-0RING ~, ' i 1-f-. ·- -' LOCATION 17. ~ I I ....-1 iJ-'-:27~ :-: c-- --53 ~, .. 1 ..,,_ ' ; , ' ! I I I : 11 c. I :;.c... -........ _____ _ -. LOKER AVE Approximate loc·ation of ·Boring tests ·, - PLAN IO. ,. \ \ \ I I \ I ' ' \ I . \ \ I \ 5CAl-E I",. l(o• APPLIED GEOTECHNICAL . ENGINEERING, INC. l.ot 14 PALOMAR AIRPORT ROAD & EL FUERTE ST. CARLSBAD, ·CALIFORNIA Project No: 87-168 Date: 7-23-87 Figure No: 1 . ~ ; . ~ • 1 ! __J .. i • j -. \ ; ' I i ,,____..,.. . . . ------ \~f. :. "?{I I q'Z. i-N' ~ :;. ~ • .:;._,.~ l "f : -;.; I I'\~~- ! \ ~61-r-- -~---ru-1 .• LOCATION PLAN-- I ---___,. -Z.l • ~-']A.. .._j _ ___..t -----r 'Cb ~ B7 ~ PkLoMA1Z----;- ~_APPLIED GEOTECHNICAL ~ ENGINEERING, INC. Approximate location of Boring tests L PALOMAR AIRPORT ROAD & EL FUERTE ST. CARLSBAD, CALIFORNIA Project No: -87-168 Date: 7-23-87 Figure No= z Drill Rig: Mobile B-47, Hollow stern 140/fo 30" Dr 02.0 07.4 12.7 LOG OF BORING Boring Elevation: Boring Number s· Inch This log Is a representation of subsurface conditions at the time and place of drilling. With the passage of time or at any other location there may be consequential changes In conditions. Bl 5 15 20 25 30 35 40 Description and Remarks Silty CLAY -some fine sand grains, organics, hard to very stiff, moist, soil colors consisted of greys,black, greens and brown, pieces of silt- stone, well cemented, some sand layers, decomposed shell Sandy CLAY -some gravels, fine to medium, slightly moist, greyish brown, pieces of siltstone Bottom of Boring@ 10' No Groundwater Boring Backfilled Lot APPLIED GEOTECHNICAL ENGINEERING, INC. Carlsbad Oak Business Center Carlsbad, California Project No.: 87-168 Figure No.: 1 I I I I I DrillRig: Mobile B-47, Hollow stern 140fl 30" Dro 73 80 Logged by: WY 8.6 116. 8.3 114. LOG OF BORING Boring Elevation: Boring Number 8 Inch This log Is a representation of subsurface conditions at the time and place of drilling. With the passage of time or al any olher location there may be consequential changes In conditions. B2 5 15 20 25 30 35 40 Description and Remarks Silty CLAY -grey, brown, black, organics, moist, hard to very stiff crushed Sandstone light brown to white, moist, dense to very dense Bottom -of Boring@ 10' No Groundwater Boring Backfilled APPLIED GEOTECHNICAL ENGINEERING, INC. Lot 14, Pa omar Airport Roa Carlsbad Oak Business Center Carlsbad, California Project No.: 87-168 Figure No.: 2 I Drill Rig: Mobile B-47, Hollow stern 1404ft 30" Dr 10.3 e ro k LOG OF BORING Boring Elevation: Boring Number 8 Inch This log Is a representation of subsurface conditions at the time and place of drllilng. With the passage of time or at any other location there n;,ay be consequential changes In conditions. B3 5 10 15 . 20 25 30 35 40 Description and Remarks Surface Cracks -1---t--~Silty CLAY -soil colors consisted of grey, green, brown, Clay, greyish Silstone, hard to very stiff, slightly moist SANDSTONE -hard to very dense, whitish brown hard to drill, auger in rock Lot 14 Bottom of Boring@ 6' No groundwater Boring backfilled APPLIED GEOTECHNICAL ENGINEERING, INC. Carlsbad Oak Business Center Carlsbad, California Project No.: 87-168 Figure No.: 3 Drill Rig: Mobile B-47, Hollow stern. 140/fo. 3011 Drnn DateDrille's/S/87 ILogged byWY LOG OF BORING I Boring Diameter. 8 Inch· I Boring Elevation: IThls log Is a representation of subsurface conditions at the time and place of drilling. With the passage of time or at any other location there may be consequential changes In conditions. Description and Remarks Boring Number B4 :r: 75 18.411.09.7 .. -Silty CLAY -greyish, brown, crushed Sandstone layers, hard to very stiff, slightly moist :r:: 33 20.2 04.3 + 30 21~9 98.9 ------ I-... ... ... I- I- la lo, I-----------... ... -... ... ... --.. ... ------- - - 5 --. - ·-·- ,• -. 15 -. --- 20 ----- 25 ---. . 30 --. -- 35 ----- 40----- APPLIED GEOTECHNICAL ENGINEERING, INC. Crushed SANDSTONE -some clay fines, light brown, pieces of clay stones, moist • Lot 14 I 1{ Bottom of Boring@ 10' No groundwater Boring backfilled Carlsbad Oak Business Center Carlsbad, California Project No.: 87-168 -, Figure No.: 4 LOG OF BORING Drill Rig: Mob i 1 e B-4 7 , Ho 11 ow I Boring Diameter: stem 1401t 30" Dron 8 Inch I Boring Elevation: Bo_rlng Number BS Date Drilled: I Logged by: I This fog Is a representation of subsurface conditions at the time and place of drilling. With th" 8 / 5 / 8 7 WY passage of lime or at any other location there may be consequential changes In conditions. I I-I-35 23.4 ir 42 10.2 t:c 78 24.2 I . 98.3 ... ,_ 106 .2 ... i- 103 .5 i- I,, . . . . 5 -- Description and Remarks Silty CLAY -grey, orange, black clay, hard to very stiff, slightly moist, coarse very dense sand layers ... · •. --. h, .. l" layer of black sandstone .... .. i- ,_ ... I-.. i-.. ,_ i-... ... ... ----... ,_ lo-... ,_ ... ... -... ... .... ... ... - i- ,_ ... . 10 • ~ --. .. .,. -... . --- 20 - . . 25 ---. . 30 --. -. 35 ----- 40-- --- APPLIED GEOTECHNICAL ENGINEERING, INC. Clayey SAND -gravels, piece of sandstone moist, brown, orange l ' Bottom of Boring@ 15' No groundwater Boring backfilled Lot 15, Palomar Airport Rd. Carlsbad Oak Business Center Carlsbad, California Project No.: 87-168 I Figure No.: 5 LOG OF BORING Drill Rig: Mobile B-4 7 , ijo 11 ow I Boring Diameter: I Boring Elevation: stem. 140/fo. 30" Dron 8 Inch Boring Number Date Drilled:8 /S/8 7 ILogged by: IThls log Is a representation of subsurface conditions at the time and place of drilling. With the WY passage of time or at any other location there may be consequential changes In conditions. B6 _.-72 7.6122.8 ... . 1-i-. -. ::r:::: 80 16.9 99.4 -. :C: 63 17.7107.3 ,_ 5 ----... . I-. .. ,. ... ... r I-. .. . .. .. 15 -... i-. ... . .. -... 20 -... -... ------25 -----._ . I-. -30 -... . ._ . I-. ... -... 35 -... - '--... - '-. ... 40 -... - I--... -... - APPLIED GEOTECHNICAL ENGINEERING, INC. Description and Remarks Sandy CLAY -light orange, brown, moist, pieces of sandstone, hard Crushed SANDSTONE -clay fines, orange brown, moist, soft, medium to coarse sand grains, very weathered SANDSTONE -w/grey layers, brown layers, moderately hard to.soft, weathered, moist I Bottom of Boring@ 10' No groundwater Boring backfilled Lot 15, Palomar Airport Rd. Carlsbad Oak Business Center Carlsbad, California Project No.: 87-168 I Figure No.: 6 I I I I I LOG OF BORING Boring Number Drill Rig: Mobile B-4 7 , H,o 11 ow I Boring Diameter: stern. 1401ft. 30" Dron 8 Inch I Boring Elevation: Date Drilled: / ILogged by: IThls log Is a representation of subsurface conditions at the time and place of drilling. With the · 8 / 5 8 7 WY passage of time or at any other location there may be consequential changes In conditions. B7 Description and Remarks 52 17. 8 110 .8 _ . Silty CLAY -light brownish orange, whitish to.brown streaks, r:r= 10017.0109.9 ~ 100 16.2 111.J ------ I- i,. i,. - "' .. -------... ... ... i- i,. ----------- I- i,. ~ ... i,. .. I- . . . 5 -- . .. n - " . . 15 • . . 20 - . -. 25 • . --- 30 -. -. . 35 --. -. 40 ----- APPLl ED GEO'l'ECHNICAL ENGINEERING, INC. -......_ moist~~-~irm td·stiff .. ! SANDSTONE -moderately hard, well cemented, brown layers and grey layers l -y Bottom of Boring@ 10' No groundwater Boring backfilled Lot 15, Palomar Airport Rd. Carlsbad Oak Business Center Carlsbad, California Project No.: 87-168 I Figure No.: 7 August 13, 1987 Project No. 81-168 Page Nine Moisture-Density APPENDIX A LABORATORY TESTING Moisture-density information usually provides a gross indication of soil consistency and can delineate local variations at the time of investigation and provide a correlation between soils found on this site. The dry unit weight and field moisture content were determined for selected samples, and the results are shown on the log of boring sheets. Moisture-Density (Dl557-~8) A selected soil sample was tested in the laboratory to determine maximum dry density and optimum moisture content using the A.S.T.M. Dl557-78 compaction test method. This test procedure uses 25 blows of a 10-pound hammer falling a height of 18 inches on each of five layers to a 1/30 cubic foot cylinder. The results of the tests are presented below: Sample Boring Depth No. (Feet) Bl 1-3 B6 1-3 Expansion Test Soil Description Silty CLAY Sandy CLAY Maximum Dry Density (Pounds Per Cubic Foot) --------\ 116.5 116.0 Optimum Moisture Content (Percent of Dry Weight) 15.2 16.3 At the conclusion of rough grading, the surficial subgrade soils on the building pad were observed for expansive soil conditions and a representative soil sample was obtained for laboratory ~esting. ~his sample was remolded in a 1 inch high ring to 50 percent saturation in accordance with UBC Standard No. 29.2. Using a surcharge load of 144 psf, they were covered with water and subsequent volume changes were recorded following a 24 hour saturation period. The laboratory expansion test results are tabulated below: Boring Boring Depth Soil : No. (feet) Description Expansion Index Exeansion Potential Bl 1-3 Silty CLAY 88 Medium B7 1-3 Silty CLAY 83 Medium APPLIED GEOTECHNICAL ENGINEERING, INC. August 13, 1987 Project No. 87-168 Page Ten APPENDIX A (CONTINUED) Direct Shear Direct shear tests were made with a direct shear machine at a constant rate of strain of o.os· in./min. The machine is designed to test the soils without completely removing the samples from the brass rings. Samples were tested to evaluate the internal angle of friction and cohesion. The samples were tested at the increased Coulomb shear strength parameters below: )?oring No. Bl Depth (feet) 3 Soil Description Silty CLAY w/ SAND AND SILTSTONE fragments Coulomb Cohesion (lbs./sq.ft. 300 APPLIED GEOTECHNICAL ENGINEERING, INC. Angle of Internal Friction (Degrees) 33 >-al z 0 I-<( u J 111 ::> Q. a: 0 11. C UJ > 0 a: Q. Q. <( :I= .. .... I "' N C 0 z :l: a: 0 11. DIRECT SHEAR TEST DIAGRAM :I: .,_ (!) z LaJ 0:: .,_ CJ) a:: ~ :I: CJ) 1 2 Boring No. P.:>l ---'-'--'------Depth -3 FE;,fa.:T Soil Type _______ _ Sample Type. ______ _ 3 4 NORMAL STRESS ( ksf) 5 • Peak Remarksot,,r.,:!M $~ Cohesion (ksf) 0.:30 ~~ o\lf,e,Jtef:{1' ~ Friction Angle ~3° '61-t~~t,, l.-err 14-AMC> II'::> 6 • Residual APPLIED GEOTECHNICAL BRGINEERINGr INC. Pt,..r.--oM~ At~o~ ~ / ~ L-"FUB,=:r~ :s-r. t:--,c,RL..1!,e,AC, Figure No= Project No: 07-flt:,~ Date: t2:J/13/en PROFESSIONAL PAVEMENT ENGINEERING • ANALYSIS • DESIGN • SOILS, ASPHALT TECHNOLOGY 2700 S. GRAND AVE. • SANTA ANA, CA 92705 R -V A L U E D A T A S H E E T ? 87-168; Carlsbad PROJECT NUMBER ___ 1_6_3_4_6 _____ _ BORING NUMBER _B_-_5_@_l·_3_' __ _ SAMPLE DESCRIPTION Grey /Green Slightly Diatomaceous Sandy Clay ----=-------=---=----------~'--_.:.,::.=_ ____ _ I .......................................................................................... . I tern S P E C I M E N _ I a b C d I Mold Number 1 2 3 ------------------+------+-----;'-------+------I Water added, arams +85 +108 +68 I Initial Test Water,% 19.8 22.0 18.2 Compactor Gaae Pressure. osi 105 100 115 I ' Exudation Pressure, osi 311 200 460 I Heiqht Samole, Inches 2.-61 2.59 2.43 I Gross Weiaht Mold. arams 3148 3140 3126 I Tare Weiqht Mold, qrams 2088 .2107 2112 Sample Wet Weiqht. qrams 1060 1033 1014 I __ E_x_,_· o_a __ n..;;_s ,_· o'-n"""''--"-1 n..;..;c;;..;..h;..;;.e.;:;..s _x_l_04 _____ -+-___ 3_5 __ +-__ 2_0 __ -+-___ 5_8_---i----- S tabil it v 2,000# (160 psi) 60/137 72/146 54/126 I Turns Displacement 4.09 4.45 3.63 R-Value Uncorrected 9 5 16 I R-Value Corrected 10 6 15 I Dry Density, #/CF 102. 7 99.1 _ 107 .o 1--l ______ --=D'--=-E ..::.S_l;;......:;;.G.....;.N-'--~C.....;.A.;...,::.L....:C;....;:;.U--=L:.....:..:.A ....:T-=.-1 --=O.....;N:.:;.____,::;D....:A..:.....;,T...:.A.:,__ ___ -.--____ 1 I I I I Traffic Index Assume 4.0 G: E. by Stability 0.93 0.97 0.88 G. E. by Expansion 1.17 0.67 1. 93 ·Equilibrium R-Value 8 by Expansion REMARKS G f = 1.25 \.../ - The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. •.ANALYSIS • DESIGN >SIONAL PAVEMENT ENQINEERINQ • SOILS, ASPHALT TECHNOLOGY S. GRAND AVE. • SANTA ANA, CA 92705 L U E D A T A S H E E T ~ 5 BORING NUMBER 87-168; Carlsbad B-5 @ l-'-3' ---------- /Green Slightly Diatornaceous Sandy Clay ............................................................ S P E C I M E N a b C d 1 2 3 +85 +108 +68 19.8 22.0 18.2 105 100 115 , 311 200 460 2.61 2.59 2.43 3148 3140 3126 2088 .2107 2112 1060 1033 1014 35 20 58 60/137 72/146 54/126 4.09 4.45 3.63 9 5 16 10 6 15 102.7 99.1 107.0 - C A L C U L A T I O N DAT A ssurne 4.0 0.93 0.97 0.88 1.17 0.67 1. 93 - Expansion ~~Stn;; ExalJl~'f!. ltt!c d: 8/1-1/87 l:t '/I. (~ "~i la:: 1/. 6 I~ f:B 1. 25 l\ ~ ,I J . 7~/ St~~• RCE 30659 lE n~ \t~~~ '-" Jrocessing and testing samples as received from the field. with latest rev1s1ons to Department of Transportation, ; & Research Test Method No. 301. ON MOISTURE AT FABRICATION 4.0 3.0 2.0 1.0 0 % MOISTURE -~M-----JM.,.__ T by EXUDATION --4l&J,..,__ __ ,g~.-T by EXP ANS ION ii 10 ( ( '·· I Certificate of Compliance (F~rt_·-.· of 2) Performance Requirements (~ r::_ "i 13 -====-===============""7===::o.-,,.1====-====== .... =-----=--.----------------·-'"""'=-~ I ~I 11 /2:,/~· .. ·. ~1 ffato o/ ctrorit;;w:--For ~nfOf'cement Ageocy Use Onty BuiiclingPerrmt Number ~Fieckeasy t--iiiloth ecked By Approved By Dato Dato Dar~ •• _ Prlnc:lp11I Do-signer. Tho proposed building will bo in substantin: Enurgy Analyst• Tho energy performance analysis summarized below compliance with :ho California Building Energy Efficiency Stan<iards was performod using an approved CEC calcularion method, with CEC . :ipprovod tixod ancf restricted onginoering inputs lor the applicable provided it is built according to tho plans and specifications and provided climato zone and occupancy type, and using a reasonable reprosenraoon future improvements are completed according to tho requirements I bu" di · 1:n · 1 · "fi indicated on this Certificate ol Compliance. The plans and specifications O 11 ng zoning and physical CO.!)J»J,uraoon. Al sigrn cant energy have been prepared to _indude_ all, significant energy. conservation consecGatJo -le;2ruro~ are liSl~b~low, °: o_n 311 attached suppleme~L, features required for comphanca ~11h the Standards. Bu1!d1n_g ~reas !hat . _ · / ~ l L/~!/2 ~ are uncond1t1oned and/or not subIect to the standards are 1nd1cated on , ~~__::___ __ L?1. Q the plans. 1 \ Signed ate { ~I Co'><. I v I cs:=: r~11&btf Owner. The energy conservation features and performance specifications indicated on this document and on the plans and specifications shall apply to future alterations·, unless compliance is demonstrated anew and a-new Certificate-of Compliance is submitted. A copy of this Certificate will be retained and transmined to future tenants, subsequent owners or others with responsibility tor making improvements or modifications to the building. If this certificate is Jost, a new Certificate may be required before a permit is issued for alterations. Unconditioned areas are indicated on the plans anc;I •. if these areas are.conditioned in the future. the m_ust be made to comply with the applicable energy standards n 1 , Hect.~ ~ ~~ Ignature ·-J / Date ~~e i?Wl~ r f'.'1:21 b.i~ f?AL Aooress. . ~t::?VI b.l~ C,,A 9f2-71'5 ity,State,Z,p · Enforcement Agttncy. The proposed building, and future alterations will comply with tha California Building Energy Ettidency Standards, provided future afteraoons meet the requirements indicated on this Ceruficate and alt applicable manoatory measures, as long as the building OC0.Jpancy type rerr.aIn: ·.:~::~.:nged. · Sign.arure Oaie • I I lilam811itle ~ t/State/Zip I -'~~ Z-71-7100 e epno e. . General · Reference J ·1 Unconditioned or Multi-tenant shell?" • • ._.....__ __ . (YIN) . 2 CEC Occupancy Type • • • • A -I 3 usc·0ce. Group/Division • ; ~-1 .C Cfimata Zone • • • • • • • • 1£?,1 \:';h 5 Conditioned Floor Area • • • D.J:ITT,lt-1, 6 Unconditioned Floor"Area • • , ftA"-\6 7 Budget Table (fr. Standar_ds) • 16$~u-p 8 All. Energy Budget (WS-1A) • , W~~IA 9 Cale. Method CEC Code ••• 1e-6f.Ur: 10 Multiplier •. • • • •. • • .. • • • --. 11 Annual Energy Use Estima"te .(.!Jt:f7l!f-l Envelope R(•qulrom11nt1 \01-0 1g9e1 ,z,5; ie:- 11:t;, -er.YI 1 · 0\4 l,O Iiiµ 12 Average Root/Ceiling Rt ~-• • q.:.,z., f,Z , Uz 13 Average Exterior Floor Rt •• ·--rrT":::i.. µA. 1-' Average Opaque Wall Rt • • • , ~ 15 Glazing Area in Wall • • • • • ~9 (p 16 Average SC (Wall glazing) • • C7 • 2~ 17 Glazing Area in Roof •• , • ·--+-- 18 Average SC (Roof glazing) •• _ _,__ Lighting Requirement• 19 Allowed Whole Building LPO .1'.iJp.J:t-l 20 Allowed Common Areas LPO -~ 21 Allowed Tenant Space LPD •• 22 Package Lighting Reduction • 23 Lightinc;i Controls Required? • M.chanlcal Requlrament1 24 System Type • • • • • ,t sf kBtulsf-yr · lu3tutisf-yr h-F:;ueru h-F-sUBtu h-F-sUBtu sf sf wans/sf wans/sf watts/sf (YIN) 2!5 Unit Fan Power • • • • • • ., , ""'-'-=--.....,,:;., watt5/dm '\ ~ency 26 Rated Cooling Efficiency • ··, '· _____ ~(units; re:.s C1ry1Stata1Z1p 27 Rated Heatinc;i Elliciency. --1--~-,---~(~r:tits: 28 Economizer coofing? • • • • _....__ _.,...___ (YIN) Note. A!f:aeh adational, det2iled 1"9(lUiremants of mea:sun,s n.c:assary for compliance. Attact,mont.~es part.of CarllficaUt of Comp!f$tlce.-.. 29 Supplement Attached? • • • • • , • tJ (YIN) D • t ' i/\.....J . I ·~ertificate of Co111pli.ance . Perforrr)9nce Cor:nplia:1co CF-7.·.E :i .. , · ,,-,~vC)ll PP61f-lv ~ 11};;/ff? -~~ ~:\?~-~~-Date ol Cirli~ , ... ,-,~oa ( .. ~le~'l .~J?nlfCdt.t><IJ l~L (a;l~prZ!;1' o0 . _;.._ Ct~~~--y~-,e-- For Er.!O<Cement AQency ll,~ c~,ty ... : Plan Chedo3 By Data ' ----·------------------ Noto. P..lore than ono Part 2 may be submitted, but all must reforanc~· ~~o-..!;zr.-:e Part 1. Tho persoo responsible for preparing tho o:implinhce oocumen1a1ion k,r each major bwl'=1ing ~ystom ~cknowledger. the lr.i!owinn ,;o;npliance :.tatemcnt by signing the approprillto sp3C6 below. · Comptlenco StntemenL The proposed building improvemenl.l -suh~t::.1,tinU)• comply v.ith the requiromonts indicated on the Certificate of Complianc& tor this buildin9, dated · . • The plans ,m<. ~;,ec:it:ca11-:,ns includu the significant energy oonsorvati9{1-leatures-and lhe ,compliance documentation 1s consistent wuh the plans and sped6::-2.tiom;. .. I · .... ----·--------------·-----·--'----------------------- Envelope Allowed Proposed t·...P~~---===:..µ:=i~.l..W=:l..---------- 1 Average Roof/Ceiling Rt • , ~,i..f6. Z2..1e5 h-F-silet..r I -:-~tant 2 Average Exterior.Floor Rt.~ tJ A h-F-sV!;!t-..i , .,,..;-·31-r-..,.._--,-__ ___,,,&,-,AL.--_,,,....,.... _ _,...__, _____ _ 3 Average Opaque Wall Rt. ~~...B.-eF( h-F-s 4. Glazing Area in Wall • • • • ~9 '* '3G) (4 sf 5 Average SC (Wall) • • • • () .~~ 0, :;(__;' .~(!p1l.'ff.t::L____:r:,$::..:,, ..!lJ~~la-ar~.,.~~~~7 / \, ( ' 6 Glazing Area in Roof • • • • µ;t,.. bl />. 7 Average SC (Roof) • • • • b,I~ 1,JA. sf. Other requirements: \ Lighting -~ 8 Basis of Allowed LPO • ·-· " Allowed Proposed 9 LPO • • • • • • • • • • • Jfj · watts/sf 10 Pack.age Lighting Re91,Jction~---~ watts/sf 11 Adjusted LPO • • • • • • • watts/sf 12 Lighting Control Credits? • (YIN) Other requirements: 17avtn~ 1o .. fb~ ~· l?~t~~ Mechanical Allowocf 13 Unit Fan Power. .0,0,D 14 Rated Cooling Efficiency • • f2 · t::> 15 Rated Heating Efficiency •• 3 , 0 16 Economizer cooling? 1-l Other requirements: "· Proposed o.Q:}o g.o I watts/elm ~(units) ~(units) (YIN) '_(1~ ... ... c1~ ta Zip /.'Jr. ~1) 4-JP-j/'{t!/'f · c_rv 34-z.6 41' ·' Te one Cal. license No. Enforcement Agency Date ; I Jfo~ «-\el rr:s f--AN?t:t lzWP 2W: I c) ~ :121~0 tJ.A qz-1-31 Enforcement Agency F01m Aovis&d Juno 7, 1988 PWr!Jo ___: of _-__ ....... i~ . I I . i~-~ I ' r ; :.. '- ,Er •r -=. : .c..:.Fi.:ir rciur 1r ELE•: Proposed Adjusted LPD 1 T• ~ w1111 ,~> . . . . . . . . L'ic '(, wa 2 ~ er.et Walt (M-SI) , • , • , , -Wtlll ! ~ w ... n..... 1 • Una 2) , , .• , .,_jllj('( Wan, 4' CancllklllOd flDG ,._ , • • , -, , , , • ~ ,2 5 ~l.PO(lNt/Ln4),.,., • ~ WIIIUl'ft2 Whole Building LPO Luminalre Schedule A I C ~ Alt¥iflll"ICllll'I i:.PWll:lt ~hlcllotl C. ~ ~~"°" ,4 J: ... , .-;J I,~ t: ,~ 'l:'.>t-., ... ... Tailored LPO Approach (when applicable) 1 WIIUlb'IC:A-M(WS,5¢). , • , , , __ . WIiia J. T• Wdt b IC: EI P (WS-50} , • • • Wala l Nc,,--Tw Wtda kir tC: ! I F t'W&-60) , • Wall -' 'T-. Wala tol' IC:: Q, H 'I ('W$-SE) •• I W• G Non-Talk weaa kw .C: G. H & I (WS-aE) • Wau I ~ ~ Ligh~ (WS,,SF} , W• 7 Ta&II M'1#td Walllt {IM1 1.C). , • • • • W• I Cod~ADO'Az-.,,,,,.,,, 12 9 Muii'num LPO jUMt? I IN I) • , , • • • W..,,.Z 0 E F W&llps ~-l.4lnlnan Tolllll . LI.ITllnlnt (net~ Wrp, ~ h-'~ ,, ,.. .,_ C l .:z / ~~ C; t..JI u Is f ¥ 7,.,2. ' "}~ ~ ... D J; 2./ .d"Vt"'.J .~ -:,, J /!.':,,~ 2 ~!:JI ./~ I," . -- - --- . -·-·-----· --· -.. _ '•T• /½lo,, Ir t •• 0" •• • ""-°'- ·Mandatqry Measu.res Checklist fOjUCI I 11 . • a+f-1:AY Cox t'utMtJrAk 11/~/f2n ontation Author/Finn Olite 1 Envelope Measures Aoferonce In . Con11tructlon Documents MF-1 For Enforcomont Aooncy Uso Only Checkod By Oa11t Rofervnoo In Construction Documonll ( ) Pholocoll 11ensors with a dlfuslno cover Md . ·no 0paquo (l0VO( per 2-5310(0)5 • • • • • • • • • • • UA [ ) Cortiffod lnaulatlon matnrlo!11 por 2-5311 (a) • • • • • • .o1'lf.P · [ l Manufacturor'a ln11tructlon11 provldod lor lnstullatlon andcnlibrationpor2-5310(o)6 •••••••••••• -4-- [ ] ln11ulation ln11taffod to moot nomo spreoo and smoke· ., don,ity ~iromonbs ol 2-5311 (b) • , • • • • • •· • • 011tTJ · i J Pro~r lnstallatlon of controls lncludno sonror loca!lon, corullcatlon of Initial culibratlon and cootrol ol luminairo11 [ ) Uroa fonnoldohydo loam lnaulation ls Jnatallocl per 2-5311 (c) • ,, • • • • • • • • • • • • • • • • NA:. [ J rletrolit lnaulatlon 11pecillod a11 por 2-5313 •••••.• · •• --i--;i_ [ ] Air Infiltration !11 mlnlmlzod by 11pocllication or leatod manulacturod doon and wlndow11 and proper, . walino and woathontrippino a11 per 2-5317 • • • • • ·• --1-- Lighting System Measures [ J Cortiliod lumlnnlrosA.mllast, por2-5314(b). ...... ----- r l ·r 1 lndopondont cootroi w/ onclosod oroos por 2-5319(0) •• __ _ Manual switchino roncmy nccossiblo por2-5319(b) •••. '--+-- 1 ., [ 1 Roduction of fiohtlno looo to nt toast ono halfpor 2-531 !>(cs Occupancy zwnsonr or proommmablo tlmors moolino EC ai1e1ia may 5Ub11lituto ••••••••• •--i-- [ ] Separato switchino of dnyfit aroas por 2·5310(d) •••• __ _ [ } ~~to switchlno of display end valance lloht!no In rotw! 111\d wl10kualo 11t.oro11 por 2·5319(h) •••••• ·----- [ ] AU1omatlc control of display ii1htlno In rotall . andwholoi.alo atoroa por2-t!l(h) •••••••••• __ _ [ 1 Tandom wlrino of ono-and throo-lamp lumlnalro1 par 2-5319(1). • • • • • • • • • • • • • • • • • • • ··---1-- Daylighting and Lumen Maintenance Controls (when applicable) .. [ J Uniformly illumlnat!on roduct!on to one-hall por2-53t9(o)1 ••••••••••••••••••• --1-- [ l Alckor rroo opomtlon and no promaturo lamp ral!uro por 2-5319(0)2 •••••••••• · ••••••••• --f-- [ J Tlmo 0011611 to provont undoairablo cydlng ·· por2-53t (0)3 •••••••• -••• ·• ••••••• __ _ [ 'J Step 11w!tchlno dollfco1 with separation betwoon . ~ 11 on/oll 1otling11 per2•5310(o}4 •••••••••• · •• ·--..-- F0mt Revi1od Soplombor 1986 I, 1·· j only within dayllt aroa por 2-53Hl(o)8 ••••••••• --1-- [ J Vlsiblo ornudblo mnllunctlon alann11 por 2-5310(9) ••• --'-- Occupancy Sensing Devices (when applicable) - [ ] Fl!ckor rroe operation and no promaturo lamp f3!luro por2-531!l(o)2. ~ •••••••••••••• _.,.__ [ 1 Tlmo dolay1 to provont undodroablo cycllno per2-5310(o)3 ••••••••••••••••••• _.,.__ [ ) Visible or oudble malfunction elonns por 2-531 !l(ol • • • _.,.__ [ J Umlts on emissions poroxcoptlons to 2-531!l(o) ••• i .. , HVAC and Plumbing System Measures [ J Plplna ln11ulatod as roqulrod by 2-5312 • • • • • • • • • N /1 { 1 CortilioclHVACoqulpmontpor2-5314(n) ••••••• ·:l·i.M--3> · [ ] Cortiliocl plumblno~~lpinont por 2-5314(0) • • • • • • t,J A: . [ 1 ~-Hooting and coollna o~lpmont ollicioncy por 2-5314(b) • ~17 [ ] Pllotlo11 l{Jnl!lon of oaa nppllnncos ~2-5314(c). • • • ~Ps ~:, [ 1 Automotlccontrolaforoff-hourapor2-5315(n)1 •••• ·'l ti. lA.-:2. '·H~ [] Th~oslatsotpolntroquiromonts por2-5315(a). • • • II { l Soqt.iontlal CQntrol ofhoatlno and coollno per2-5315(a)3. ,II, II [ J Automatic oxhoustfan ~ampors por 2-531 S(b) • • • • • __ _ [ J Thonnoslat control, for oach ?ono por 2-531 S{b) • • • • ..,.., µ.A_ [ ] Vontilatlon prollfdod por2-5316 and 2-5343. ~-••• , {~3 () Hooters fordomostlchotwntorond/orpools por2-5318. NPt ':, ·• ,· ·:·, •:,,, • ,> I ·: ... . . •. ':··"<". ::i·_. ::;:::·:: ~ Pogo __ of-.:.:.......::· ..... ,, ....... .. Energy· Budgets .. worksheet ·WS-iA .. For Enforcement Agency Use Only Ray Cox Mechanical, Inc. Documentation Author/Firm Checked By Date Summary Data_ Socond Gonoratlon Standard• Occupancy Typoa , . 1 Condtionod Floor Area • • • • • • • • • • • • • • • • • • • • • .I . . • • • . • . • • . • • • .• • . / no ft2 2 Total Nlowed Enoruy Use • • • • • • • •••••••••••••••.•••••••••••••••• /4f!,t:,t,.r7 kBtu/yr kBlu/yr-112 3 Energy Budoet (Uno 1 / Lino 2) • • • • • • • • • • • • • • • • • • • • , • • , • , • • , • • • • • • • /4':J. Arat Genoratlon Standard• Occupancy Typo a 4 Conditioned Floor Aroa •••••••••.•••••••••••••••••••••••••••••• -+-Hk'-"----ft2 5 Total AltO\Ved Energy Use ••••••••••••••••••• · • • • • • • •. • • • • • • • • • • • • J_ kBtu/yr 6 Energy Budget (Line 5 / Lino 4). • . • . • • • • • • • • • •••.• \ . • • • • • • • • • • • • • • f kBtu/yr-ft2 Second Generation Nonresidential Standards A , .... B~· C ·; · EI F G . ·H . J CC'-'fllf/Olll':0 Total Cc71.JPtflcAh::{) ~Jf¥4'( Adjusted Allowed l"F.121 rn-:1 rr: Conditioned l·f1-11'l'>ft.:~· ~tzrf-'r t-JA µ.b.. Energy Enety Occupancy Description/ 1--1:~k'r' ( Floor Area f".A:110 Budget Col Ix ol D Typo Floor Number for Catagory ''. :ol E + Cof H (kBIIJ/yr) .. ~ 1;..-s-r ~\...,tz.-JM.r l 01,c) 7,l'M I 'tb 14--.b 11./fJ!n.o .. .. ,. I ~ I . .. . . . . i ·-... ... .. ·-· .. " " I ',, 'I •I -Total /t,")-() Total Allowed Enef!Jy l'1~~h First Generation Nonresidential Standards A B C D E Energy Allowed Occupancy Description/ Floor Bud~et Enert Type Floor Number Area (kBtu tt2) Col CX· of D I-IA ' l Total --Total -- Form Revised &tpternber 1986 Page __ ot __ . ...... , ,• .--· ,I • Envelope Summary Form and Worksheet (Part 1 of 2) CF-2 Ray Cox Mechanical, Inc. . 11/~J!6 Documentation Author/Finn Roof A Roof Type 1': Total B Area /()"l.,.Q 10-iu C D Proposed Area/ A-value A-value t7'l • er;: #,t.4- Total .M,,, &4- Average A-value I ,Z,Z, --06 l Col B/Col D Glazing in Roof A B C D Surface Area Type North East South L.Jb- -·---... " .. Exterior Wall Area A a C D Surface Area North East South Fonn Revised September 1986 E West " E West • ..for Enforail"!lent Agency Use Only .... Checked By Date Exposed Floor Area/Soffits A B C D Floor/Solfit Proposed Area/ .Type Area A-value A-value L A . -.. - I Total -Total -I. Av~rage R-value ! - Col B/Col D F G H Horizontal Total (At) Proposed U-value Prorcsed - -·,·. Total - .i= .. Total Page __ of __ .;.. ,. Envelope Summary Form and Worksheet (Part 2 of 2) CF-2 · Ray Cox Mechanical, Inc. Documentation Author/Firm Opaque Exterior Walls and Doors· A B C D E Surface Area Wall North East South West Type (An) (Ao) (As) (Aw) J.. qt7 l~'S 0 C) jf 2-1 0 :,.ii 7 ~SI ... Totals ,11 /~.\ '2S7 ,;;~, A B C D E Surface Area Glazing North ·-East ··-South West Type (An) (Ao) (As) (Aw) :t: l~O 'Z-1 (p f) 0 . " - Totals . leo 'Z--1 (,,, 0 1> Form Revised September 1986 ,. For Enforcement Agency Use Only Checked By Dato F G H J K ' Proposed Wall Requirement Total Heat A-Value A-Value (At) Capacity (Rt) At/ Rt (Rr) At/Ar ". 'Z,t,,~ /C4 /. 3-:1, /t,<;. '2--NA. 1,/}. "'.,'!; /,44 /(l.(p,4-/,.,~.# ' I ,, I I '100· Total ~'."1'.2,(, Total ' , Proposed Required ,,. Weighted Average A-Value 1.3.e~ I ColF/ oil I I Col F/ Col K F G H J K Glazing Characteristics Weighted Averages Total Total Area Wost Area Total Area (At) U-Value SC x U-Value xSC xSC ?Al. (!}, r;-, o.rG~ U6., 0 ..Z.Z..,l, g .. , .. -. ~'\ <a. Totals VZ,(J,-, 0 ,Z,'l.-l \~ U-Value West SC Total SC ' .... Averages I O,J:,J ! 0 IO.$(., ! Col I/ Col F Col J / Col E Col K / Col F Page __ of __ · -I '! _,,,,:·-·. I ... • I ., ... ---.. ( .· Construction Assembly Compliance Form CF-3 For Enforcement Agency Use Only Project Thi Ray Cox Mechanical, Inc. Documentation Author/Firm·· • · -· Checked By Date General Information 1 Assembly Typo and Number • • • • • • • • • • • • • • • • • , • • • • • • • , , • • • • • • •• ~ ,~O 2 Framing TyJ)E) • • • • • • • • • • • • !' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 Frwning Size • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • 4 Framing Spacing •••••••••••••••••••••••• , ••••••• ; • • • • • • • • • • ZA:: inches 5 Insulation in Cavity • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • 19 F-ft2-hr/Btu 6 Effective R-value of Cavity/Framing ; • • • • • • • • • • • • • • • ·• • • • • • • • • • • • • • • • • • I 9 F-ft2-hr/Btu ' I z_:,4s;;, .t ,,, • ·' .... --....... , ..... Sketch of Construction Assembly List of Consttuction Components A Description f3U 111' -of l?-Oo(t Nq 2 1/z'' ?l.-Yh.1~ l2 - 3 AIB-, '7f'N/4 4 g-19 INSOkA{\ON 5 tVRt½:(tC--: 11 J~ 6 7 .. ' '· B R-value I .. I C') '3:; O,bZ, Q,f;Q 1'3 .o 8 Total A-Value w/o films • • • • • • • • • • • • • • 'tt , O! 9 Inside surface air film • • • , • , • • • • • • • • , 0 • be,. 10 Outside surface air film. • • • • • • • • • • • • • • 0 ' 11 11 Total thermal resistance (Rt) • • • • • • • • • • • • 't'L, 02 12 U-value (1 / Line 11) ••• , •••• , ••••••• 0' 0'1..tJ: Form Revised September 1986 • I 't, ,' .. . ' , ........ .. C Wall Weight {lb/ft2) D Specific Heat (Btu/F-lb) Total HC E HC ColC xCol D {Btu/F-sf) Page __ of __ (· I (<_·-,,-·_·. . :_. ! . Construction Assembly Compliance Form CF-3 For Enforcement Agency Use Only Ray Cox Mechanical, Inc. I I 1?;1?:£ Documentation Author/Firm / Checked By Date General Information 1 . Assembly Type and Number • • • • • • • • • • • • • • • • • • • • • • • • • ..1. • • • • • • • • • ~ • lJ& 2 Frwning Typie • • • ... • • • • • • ·• • · • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • HA . 3 4 5 6 Framirl{J Size ••••••• -: •. • •••••••••••••••• ·: ••••••••••• · ••••• ~ Framing Spacing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ·• • • • • • • • • • • inches Insulation In Cavity • • • • • • • • • • • • • • • I • • • • • • • • • • • • • • • • • • • • • • • • • • F-ft2-hr/Btu Effective R-value of Cavity/Framing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • F-ft2.hr/Btu !f".· •; , . · .. ·-,p: . . . . •/• -. · . . :..&7- -~--: . . . · ( ; .· ~ . ·. · .. =r.r/.· ; Sketch of Construction Assembly· List of Construction Components A 2 3 4 5 6 7 Description &,11 COLI&fG:p? 1JL;f--Wf' B R-value D,4£, 8 Total R-Valuew/ofilms •• -.-· •••• -• • • • • • • 0, ~ 9 Inside surface air film ·: • • • , • • • • • • • • • • 0, (ef3 10 Outside surface air film. • • • • • • • • • • • • • • C>, 11 11 Total thermal resistance (Rt) • • • • • • • • • • • • I• :2'~,- C Wall Weight (lb/112) 70 ·-' ~ D Specific Heat (Btu/F-lb) o.i-i Total HC E HC Cote xCol D (B11.!/F-sl) 1'2,k . . . . .. .-r---.. ~r 'i 12 U-vatue(1/Uno11) •••••••••••••••• O,J? Form Revised Saptomber 1986 Page __ ot __ ·-.. _..-. r' 1'~,.··, • Construction Assembly Compliance Form CF-3 ~ifeo--1 fAe,-1 f I,_. al~7 .£?; For Enforcement Agency Use Only Ray Cox Mechanical, Inc. 11/7;;/'f'!!b Documentation Author/Firm r bate Checked By Dato General Information LJ~ 1 Assembly Type and Number • • , • , • • • , , • • • , • • • . • • , • · ;· , , • , , , , , , , , , , ~ ( PAefr(toN) 2 Frruning Tyf)E) • • • • • • • 01•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • bJ Pat? 3 Framing Size • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • 2 '1: 4 4 Framing Spacing :'· • • • • ~ • • • • • • • • • • • • • • • • • • • • • • •••• ·• • • • • • • • • • f /t:, inches 5 Insulation in Cavity • • • • • • • • • • • • • , , , , • • • • • • • , , , • • • , • • , • ·• • , , • , I I · 0 F-lt2-hr/Btu 6 Effective R-value of Cavity/Framing·. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • $. 3 56 F-lt2..hr/Btu . Sketch of Construction Assembly List of Construction Components A 2 3 4 5 6 7 1 1 Description · ½. Gr+f?5UM f?OA12-D [ 1--) g_-11 I t.l$Ul kt:fD bf B A-value o.qo 8 Total A-Value w/o films • • • • ~. • • • • • • • .". ':z • 'k ·B 9 Inside surface air film • , • • • • • • • • • • • • • __,0:-:.., ...;::<,,;_,;:S:c...-_ 10 Outside surface air film. • • • • • • • • • • • • • • 0 • '1.8 11 Total thermal resistance (Rt) • • • • ; • ·• • • • • •· _ __,_)....,O:...;•_..tz4'--' .._ 12 U-value (1 / Line 11) •••••• : , • • • • • • • • 0, 094': Form Revised September 1986 C Wall Weight (lb/lt2) 5, 20 D ,Specific Heat (Btu/F-lb) o. 2(, t:.>' ,..., Total HC E HC Col C xCol D (Btu/F-sf) , . 3G, o.os ,.41 Page __ of __ . " . ~ " ' . ,' :5CM CAl.f1JL.A1]ow2·--, BU?~ _,·: . . . . -:·-·---------·-······--··-----.-__ _...:.... _______ --· .... --------~lLrb i,,Ji;a:_g__:"_ f. f 4 f7~f • i "\ b f.1/BIW /4 : f(2-.......,.. l,jA~~ /1•14 -~---~-~--------.-----· Al12.. 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(!). ~17 ~/t=t~ . ----·· --------------¾fZ-___ -= ____ CJ&.o__~)-/1-L(7_~') -----·-·---·----,-. .. -, , · ?4 fln2: ····--··--------····-·--·· -·-.. f•f':---.:._(q_:.39-_~)(~-~~)~.L@_~_-J_p_)_C.l.~_o__p) __ . '7 (?_~Zo4 ~lip ... ··-· . ··-·· ·--·""'·------···---------------" ----·- ·-···--------··· --~-----·-----·--·-------------------···---·-. --- --· -------···-··--·-· --·· ---------... ···--------·--·· ----·-·-·-· ··-----·· - " --··-----... ·-·--·------· ······-·-. --· ·-·--·------·-··-----------··-----·--·---·-·· . ---· . --.. -· -·· --·---------..... --·-----···------·-·-------------··-------·---·· ·-. . --· . -· -. '~-_., ·------··--·-----------~ ---. ----·---···----. . .. . . . ---.. . . -· ----. ' .. . ---------· -----------------· ··-. . . ·.-:· ···.· ..... ; . ···1· J. •• . • • ,.. • • • . ,' ',l • :··,. :·. ••• ... •• i ••• ·:: :,: •• ••• •• .,ff-·"" .. . ") r,····· .· ' ~· lnd,anapoll~.-IN City of Industry, CA PRELIMINARY PRODUCT DATA NOTE: Use the information in this publication for preliminary reference only. Model 542G is our latest generation of packaged heat pumps for residential and commercial applications. These heat pumps are the result of our firm commitment to the design and development of the finest heat pumps modern technology can offer. Our commitment is backed by our advanced engineering, testing, and research labo-1 ratories; and our weal.th of practical experience. Model 542G is designed in one basic cabinet size, fea- tures a round side-by-side duct configuration on sizes 018 thru 048. Rectangular duct configuration is available on 060 size only. Voltage options meet most residential and commercial requirements . .Models install easily on a roof- top or a ground-le_vel pad. FEATURES FACTORY-ASSEMBLED PACKAGE is a compact, fully self-contained, all-electric, combination heating/cooling unit that is prewired, prepiped, and precharged for mini- mum installation expense. RUGGED, EFFICIENT, COMPRESSORS are specifically designed for -heat pump duty and high energy efficiency during heating and cooling operation. Each compressor is hermetically sealed against contamination to help pro- mote longer life and dependable operation; and vibration isolated .to provide quiet operation. During heating opera- tion, these reliable compressors are designed for continu- , ous operation down to extremely cold outdoor tempera- 1 . · tures. All compressors have internal high-pressure· and · · ; overcurrent protection. INDOOR BLOWER MOTORS have been carefully selected to minimize energy consumption and to withstand the . heavy-duty, year-round, operation required by heat pumps. These motors.are designed to meet the require- ments of a wide variety of residential and commercial applications. DIRECT-DRIVE, PSC, OUTDOOR FAN MOTORS have been selected to help reduce energy consumption. Units are designed for cooling operation down to 55°F. BUILT-IN RELIABILITY COMPONENTS include a suction- tube accumulator that keeps liquid refrigerant from reach- ing the compressor, a low-pressure switch that stops the compressor if the refrigerant pressure drops to an unsafe operating level, a crankcase heater to keep the compres- sor oil warm and free of refrigerant for maximum lubricity; compressor quick-start components on single-phase units to improve starting characteristics, and a unique metering device to eliminate potential serviceability requirements of check valves and expansion devices. UNIT DESIGN-Indoor and outdoor coils are computer- designed for optimum heat transfer. Vertical outdoor fan discharge carries sound and air up and away. The high- voltage inlet panel is designed to accommodate a field- installed electrical disconnect. A low-voltage terminal block simplifies thermostat connections. Refrigerant service connections make checking operating pressures easier. TIME/TEMPERATURE DEFROST system is used to increase heating cycle efficiency. This type of defrost system has proven to be very reliable. The time/tempera- ture control "looks" for coil icing conditions only at pre- set time intervals, starts the defrost cycle only if the defrost thermostat senses icing conditions, and automat- ically ends the defrost cycle when the coil has warmed sufficiently to melt the ice. WEATHERIZED CABINETS are constructed of heavy-duty,. phosphated, zinc-coated steel; and· finished with corrosion-resistant, modified alkyd, fade-resistant, baked Malibu beige enamel. Interior surfaces of the blower sec- tion are insulated to help keep the conditioned air from being affected by the outdoor ambient temperature. ACCESSORIES SUPPLEMENTAL ELECTRIC HEATERS that mount inside the heat pump blower compartment are available in a vari- ety of KW and voltage options. Form No. PDS 542G.18.1D ·' ' ' ' ' ( ~ > , . . I r ·I r- SPECIFICATIOf<.lr.,---MODEL 542G-SIZES f42 THRU 060 · .!, \ '7 -,--Li. MODEL SIZE •:r...-,-. Unit Volts-Phase {60Hz) Operating Voltage Range Minimum Wire Size (AWG)* -- Total Unit Amos Compressor Rated Load Amps Locked Rotor Amps Outdoor Fan Motor, DD, PSC (HP) Full Load Amps Indoor Blower Motor, DD, PSC (HP & Speeds) Full Load Amps - Max Branch Circuit Fuse Size (Amps) PERFORMANCE DATA Rated Cooling Capacity @ 95°F (Btuh)t SEERt EERt Rated Heating Capacity @ 47°F {Btuh)t HSPF {Minimum-Region IV)t COPt ARI Sound Ratrng Number:j: N042 208-230-1 187-253 8 28.7 22.1 95.4 .25 2.1 .50 & 3 4.5 50 41,500 9.0 42,000 6.2 3.0 8.2 U ... P. E042 208/230-3 460-3 187-253 414-506 10 14 18.9 9.6 13.7 6.9 82.0 41.0 .25 .50 2.1 1.2 .50 & 3 .50 & 3 4.0 2.0 30 15 41,500 41,500 9.0 9.0 8.0 8.0 42,000 42,000 6.2 6.2 3.0 3.0 8.2 8.2 542G N048 P048 E048 208-230-1 208/230-3 460-3 187-253 187-253 414-506 . 8 10 14 30.8 22.9 10.9 23.9 16.0 8.0 110.0 92.0 46.0 .25 .25 .50 2.4 2.4 1.2 .50 & 3 .50 & 3 .50 & 3 4.5 4.5 2.0 60 40 20 47,000 47,000 47,000 9.0 9.0 9.0 8.4 8.4 47,500 47,500 47,500 5.54 5.54 5.54 3.0 3.0 3.0 8.2 8.2 8.2 <"1 N060 P060 208-230-1 208/230-3 187-253 187-253 6 8 39.7 27.6 30.2 20.5 178.0 124.0 .50 .50 2.8 2.8 .75 & 2 .75 & 2 6.7 6.7 60 45 57,000 57,000 8.6 8.6 7.5 57,000 57,000 6.0 6.0 2.9 2.9 8.6 8.6 COMPRESSOR, REFRIGERANT,·& CONTROLS ' · · · . Compressor Type Hermetic Compressor Temp & Overcurrent Protection Standard (lnteranl Line Break) Compressor Internal Pressure Relief Valve Standard Compressor Vibration Isolators Standard Vapor-Tube Accumulator Standard Two-Wa ·Flow Refrigerant Metering Device Piston Low-Pressure Switch Standard Compressor Crankcase Heater Standard Compressor Quick-Start Components Standard-All Sin le-Phase Units Refrigerant Service Pons · Standard Heat-Saving Reversing Valve Standard Time-Temperature Defrost System Standard 9 lbs-0 oz 9 lbs-6 oz 10 lbs-5 oz . -- E060 460-3 414-506 12 13.8 10.3 62.0 .50 1.4 .75 & 2 3.4 25 57,000 8.6 7.5· 57,000 6.0 2.9 8.6 Coil Face Area {Sq Ft)-No. Circuits Width X Height (In.) 7.3·7 7.3·7 7.3-7 7.3-7 7.3·7 7.3-7 8.3·7 8.3·7 8.3-7 ~~ ........._.,. .. ) ., . ·:·:. ~:~ Rows & Fins Per Inch Blower Wheel Diameter x Width In. Rated Cooling Airflow (Ft3/Min)t External Static Pressure (In. wc)t Condensate Drain Connection (Hose) OUTDOOR COIL & FAN . ' I ••• Coil Face Area (Sq Ft)-No Circuits Height & Width (In.) Rows & Fins Per Inch Fan Ciameter (In.) STANDARD EQUIPMENT Multi-Speed, Direct-Drive Blower PSC Energy-Saving Blower Motor Belt-Drive Blower Two-Speed, Direct-Drive Outdoor F<l.nt PSC Energy-Saving Outdoor Fan Motor Computer-Designed Refrigerant System Insulated Blower Comparlment Low-Voltage Terminal Block . - 37 X 28 3 & 14 12 X 6. 1575 0.20 3/4 12.0·5 27 X 63 2 & 22 22 ... .. 37 X 28 37 X 28 37 X 28 3 & 14 3 & 14 3 & 14 12 X 6 12 X 6 12 X 6 1575 1575 1700 0.20 0.20 0.20 3/4 3/4 3/4 12.0-5 12.0-5 12.0·5 27 X 63 27 X 63 27 X 63 2 & 22 2 & 22 2 & 22 22 22 22 37 X 28 37 X 28 37 X 31 37 X 31 37 X 31 3 & 14 3 & 14 3 & 14 3 & 14 3 & 14 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 1700 1700 2200 2200 2200 0.20 0.20 0.25 0.25 0.25 3/4 3/4 3/4 3/4 3/4 12.0·5 12.0-5 14.0·6 14.0·6 14.0·6 27 X 63 27 X 63 31 X 63 31 X 63 31 X 63 2 & 22 2 & 22 2 & 22 2 & 22 2 & 22 22 22 22 22 22 Standard Standard Standard Standard Standard Standard Standard Standard *Use only copper wire for field connections to the unit. Wire sizes are based on 60°C copper conductor at 86°F (30°C) ambient temperature and the ampacity shown in table. If other than 60°C copper conductor Is used, If ambient temperature Is above 86°F, or if voltage drop of wire exceeds 2% of unit total rated vQlt:. _ age, determine wire size from ampacity shown and the National Electrical Code. tRated In accordance with ARI Standard 240-81 and/or U.$.-Government DOE test procedures. :j:Rated in accordance with ARI Standard 270-84. ELECTRIC HEAT ACCESSORY PiRESSURE DROP (IN. WC.) Heater KW 600 800 1000 5-7.5-10 .020 .030 .040 15-20-25 --.050 .. *See table for minimum airflow required for safe heater operation HP-92 CFM Ft3Min* 1200 1400 1600 .045 .050 .055 .055 .060 .070 1800 2000 2200 .060 .070 .080 .080 .90 .100 -~ \ r ; . i ' \" i i BRAKE HORSEPOWER CALCULATIONS Gl * Ps BHP ----------------6356 * EFF RAY COX MECHANICAL INC. WHEf~E: Q ::::: CFM Ps::::: TOTAL STATIC PRESSURE (in. water) EFF = MOTOR EFFICIENCY =============================================================================== DAY & NIGHT 542GP048 (4 TON) PACKAGED HEAT PUMP Pi= • 1 Pex== .75 Ps= .85 Gl= 1600 EFF= .7 • 85 * 1600 BHP --------------------= 0.305 6356 * .7 BROAN 360 EXHAUST FAN Pi•= • 05 Pex=. 1 Ps=. 15 Q= 100 EFF= .4 1 I:" . __, * 100 BHP=-------------------= 0.005 6356 * .4 < ·~'; : ; i ' T ·· \' ··.:, ··· \i r.1::::· .,. t\' ;·:, !\( t""; :~ .... ; ... / '\ , ... ::; , ...... · .. · C1 :\: :::,1 ', \I •:::: T c~ u,::· ,::ir::; :: C),\; ;;:~,. O ···I ·lHi··!>.··lt-·ll-·>i· c~~RJY sTAN~ARD *** ,::i >( } !Y\~, \i Y DP ';-;;1 ·!i-.,,. ·k' ·Ii· ·Ii ·it--M· ·ii:· -lt· ·li· -1<· -*· '• f, I, & I• fl Ji,; r, ft Ii, 11' l!, .. rJ C ~ it, I> V .., Jll 11 .. ~G !~S~DE ~I~M RESISTANCE> --v::l,::: ···vci::::· !)~:~····· :;;1 "'t ·;· ,y:t::. ;.! 'JOO ~~-8() ~::: :t f> (l (i 10;2;:i 1.it..ff ~c ();.~0 • 74 0 ~-l ..... ;_:;::,;:. .... : ~:{EJE~ :' .. ;::,: ; !. () : i~'.~() 1 ~·4 £:: 1::-1 ·1.. Pt) 171 'P (.::i IF< CD!'-!'D IT I 0 1\JCR l.i1~i00 ND (i • Sb B• __ f.'.:\B ··~ / 83 --------~---~ .. ----- •¥5 ~~• ~r~ E~~RGY PN~LYSIS ~DDEL VERSION 2.0H ****** Ii -ii· !i• :.::, ,,, '' ;:,"::· :\:,::.· ::,c,-:-T ·~\:\; ,•,.:Ci\, -T:::.S :: IYf:.1\P" If.fl_. F: \IElil:lY :::lT qNDA :.{I) -IHH<!· ¥¥4~4~~~~~************~****************************** \} ..... \/ .. · ~v· ,, \ " , c:: : .... c, r\ -r 1\1 r:~ .. · r·· ; .. : _:· 1 •• : .. •· •:::·:\;·-r· ~:\~:.cn:~DArN DP,TA '* ·Fi· ·It* ·if--K· -lri· ·ii'· ·ii'· -:oi· ·ll· ·lif··lt-'Ii:· CPS";" /SDUTL-tE(:ffY' ,: (JL_·T I-•/ SUUT;-··IW ::::E(''" :,.1:i: i\i()DW \,; :~ 1'\'.DCJvv cv0::,=~hqNGS b I Df.:: ···!:::-I !\I:~; DATE; ~:-21-1988 -~· I ME ~ :L '.:::: ~ l O : ~:::5 -:::, l"::' ..._ u .... 1 ·7_ ., ' ., .. ' E1 =:~, ... ECTT-~IC ,,r-, . . '>fl.,.' V~RS!ON 2.0H******* DAT~: 11-21-1988 ~ATU~ES AND DEGREE-DAYS INPU~ ----~=~~=~=~~~~=====~==================-=====~-- :~c,-·;"-·::. E,:::,. OC . .,i_'"\ f\ pp··.-:. BPT~~'. -·- 1··lDD CDD '?f.:,'" 1 . ...,, 7L. 17 3E:75.77 o.oo ~~=~=~=======:=========================== , ... : 1:~: c:.:i ·i · ··r 1:~: c: '\' -::; ;::· 1:;~ :~~ 1:::· r:: 1:::-i~ C) ::; ~ ~'\ ' ( ~1 I !'-! -; .. t~ ~::< ) ... :,: !"!, ''"iTi\i;::; ::-\i\/i:~:-.... C}·'")~:; ~--!i:~;::·r .. 1 .. '=<t:~i~SFl::F( f~A-r·E {!3LJM~·E::F?) ;...,;t·-l.,}. (SUMIYJE'.:~) HVPC CDCJL. .. I ''~G ( f"IBT• ... ; ~ r;) ~-····-...... ~ • ..::. -,.: _ .. ___ _:.: :.:.· ..... _.;;_ ..... -.. --:-..... ;-..:.::!:::: -:-:: . ..:::::::::::.-::::m::=:.::=.:::.::::::;;;-.:::::::.'!:!::::::.-::::-.:::::..::::: ..... __ ~-::_ '•••\ ·: ,... ;. .. ;:::,'.~'c-... ··· 1.,::~;. s~~ic~ ENERGY LlSE ESTI~PTE (KBTU/SQ.FT.) b70.9 H33.7 67'::f .. 7 H,:~'J. 7 .t,1 bOO I ···~ "+p .. ;,')' EJ .. Lt :!.7 .. 1. '.':5. 7 (} II :s 1i°n 5' ::::A·. 7 :"'i. 7 111 .f.1· 1 ===================~============================-=================t=== ================~==~=====~=~~---=---------------=-----===-=-====~-r=-= ,,;; 1 ' •·· , .,: .• ,] .• , ·cc. :-•:-:1 ,~:.r;-·-, . ..:~:; ["}i~: ~3(:1\ . .: ::{c:=.: :~ :\j:::-:: q3y ) RAY COX MECHANICAL SAN DIEGO, ESD INC. MECHANICAL CONTRACTORS CALIFORNIA HVAC PROGRAM BUILDING MASTER DATA DESIGN PARAMETERS: PROJECT: CLIENT: DATE: DESIGNER: DESIGN MONTH OUTDOOR DRY BULB OUTDOOR INDOOR INDOOR WET BULB REL.HUM DRY BULB. MAY JULY SEPTEMBER NOVEMBER · WINTER GLASS SUMMER TYPES u FACT 1. 1. 100 .-, ,::.. 0.570 3. 0.570 SHADING HOR TYPES PROJ 1. 4.0 -::, &;;.a 3.5 ROOF u TYPE FACT 1. C>.040 WALL u TYPE FACT 1. 0.630 .-, ,::.. 0.550 3. 0.080 PART. u TYPES FACT 1. 0.080 -. .::.. 1. 130 3. 0.350 81 83 83 76 38 WINTER LJ FACT 1. 130 0.490 0.620 R.FIN PROJ 0.0 o.o ASHRAE ROOF NO 1 ASHRAE GROUP A B C CLG. T. D. 8 8 B 67 67 67 67 50¾ 50¾ 50"- 50¾ 0 50¾ GL.SHD COEFF 0.650 0.560 0.700 L.FIN PROJ' o. 0 o. 0 SUSP CLG YES HTG. T. D. 30 30 30 INT.SHD COEFF o. 000 0.000 0.000 75 75 75 75 75 ROOM CONST MED MED MED PAGE 1 DAVISON&FERGUSON pi,,J76r ~ CARLI 8/27/86 SLE HUMID CORRECTION DIFF FACTOR 12.08 8.80 8. 80 20.31 o. 00 GLASS HEIGHT 9. (l g;o 8.0 -6 -4 -4 -11 GLASS WIDTH 1.0 1.0 4.0 ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON -8/27/86 PAGE 2 ******************** BUILDING MASTER DATA (CONTINUED> ********************* GENERAL PROJECT INFORMATION: PROJECT FILE NAME: DAVISON PROJECT LOCATION: CARLSBAD CA DEGREES NORTH LATITUDE: 33 DEGREES LONGITUDE: 117 BAROMETRIC PRESSURE: 2'3.'321 TIME ZONE: 8 DAYLIGHT SAVINGS TIME: YES MEAN DAILY TEMPERATURE RANGE: 10 ZONE SENSIBLE SAFETY FACTOR= 0 ¾ ZONE LATENT SAFETY FACTOR= 0 ¾ ZONE HEATING SAFETY FACTOR= 0 ¾ BUILDING OPENS AT 8 AM. BUILDING CLOSES AT 8 PM. NUMBER OF UNIQUE ZONES IN THIS PROJECT= '3 BUILDING DEFAULT VALUES: BUILDING DEFAULT CEILING HEIGHT == '3 PEOPLE SENSIBLE LOAD MULTIPLIER = 23(> PEOPLE LATENT LOAD MULTIPLIER = 190 FLOOR HEAT LOSS COEFFICIENT = (I LIGHTING ADDED ON A SQUARE FOOTAGE BASIS OF EQUIPMENT ADDED DIRECTLY TO ZONES PEOPLE ADDED ON A SQUARE FOOTAGE BASIS OF 1 INTERNAL. OPERATING LOAD PROFILES: PROFILE HR HR HR HR HR HR HR HR HR NUMBER 8 '3 10 11 12 13 14 15 16 1. 100 100 1(>0 100 100 100 100 100 100 '=I L;.. 100 1 OC> 100 100 100 100 100 100 100 .3. 1CH) 100 100 100 100 100 100 100 100 4. 100 100 100 1.00 100 100 100 100 100 5. 100 100 100 100 100 100 100 100 100 E,. 100 100 100 100 100 100 100 100 100 -.::, WATTS PER SQ. FT. PERSON PER 100 SQ. FT. HR HR HR HR 17 18 19 20 100 100 100 100 100 100 100 100 100 100 100 100 l.00 1. 00 l. 00 100 100 100 100 100 100 100 100 100 ALL DESIGN DATA TAKEN FROM THE 1981 ASHRAE HANDBOOK OF FUNDAMENTALS ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 3 ******************** BUILDING MASTER DATA <CONTINUED) ********************* DEFAULT AIR SYSTEM DESCRIPTION: THIS AIR SYSTEM OCCURS 1 TIMECS) THROUGHOUT THE BUILDING LIGHTING: PROFILE# 1 IS USED. 100¾ OF LOAD IS APPLIED TO CONDITIONED SPACE EQUIPMENT: PROFILE# 1 IS USED. PEOPLE: PROFILE# 1 IS USED. PACKAGED EQUIPMENT IS EMPLOYED USING A CONSTANT VOLUME SYSTEM A 20.0 DEGREE LEAVING COIL-ZONE TEMPERATURE DIFFERENCE HAS BEEN SPECIFIED SEASON SUMMER WINTER VENTILATION METHOD 15.00 CFM PER PERSON 15.00 CFM PER PERSON INFILTRATION o.oo o.oo METHOD NONE NONE ** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 4 ************** DETAILED PROJECT ZONE LOAD CALCULATIONS *****'M-********* LOAD UNIT LOAD TEMP. LOAD SEN. LAT. HTG. HTG. DESCRIP. QUAN FACT. DIFF. MULT. HEAT HEAT MULT. LOAD 5. BUILDING E PEAK TIME 11 AM JULY 1020 SF. SYS. 5 ROOF 1 1020 0.040 46 1. 840 1877 1.480 1510 N.WALL 1 90 0.630 6 3.780 340 23.310 2098 E.WALL 1 126 0.630 15 9.450 1191 23. 31<) 2937 N.GLASS 2 180 0.570 16.270 2929 18.130 3263 E.GLASS 2 216 0.570 57.094 12332 18. 130 3916 PART. 1 612 0.080 8 30 0.640 392 2.400 1469 LIGHTS 3060.00 100¼ 3.410 10435 PEOPLE 7.00 100¼ 230 190 1610 1330 TOTAL 31106 1330 151'33 .. ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 5 *********************** ZONE SUMMARY-OF SYSTEM 5 ************************* SQN ABBREV. PEAK TIME FLOOR SENSIBLE HEATING VENT INFL EXH SUPPLY CFM NO. DESCRIP AND MONTH AREA LOAD LOAD CFM CFM CFM CFM /SF -------------------------------------------------- 5 BUILDIN 11 AM JUL 1020 31106 15193 306 0 200 1414 1.4 -------·--------------------------- ZONE PEAK TOTALS 1020 31106 15193 306-0 200 1414 1.4 --------------------------------------------------------------------------- * MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFILE * --------------------------------------------------------------------------- * MAY JULY SEPTEMBER NOVEMBER NOT USED NOT USED ·IE- * HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN * ---------------------------------------------------------------------------a AM 22139 22712 25418 20491 C> 0 9 AM 25559 25961 28052 22788 0 (l 10 AM 27453 27994 29451 24041 0 0 11 AM 30448 31106 30592 24791 0 0 12 AM 29718 30427 29886 24406 0 0 1 PM 29930 30673 30108 24798 0 0 2 PM 29454 30221 29655 24546 0 0 3 PM 29306 30088 29517 24502 (l (l 4 PM 28346 291.l~4 28590 23749 (l 0 5 PM 27212 28029 27472 22777 0 0 6 PM 26159 26996 2641.l~ 21786 0 0 7 PM 23517 24343 23892 19636 0 0 8 PM 21541 22357 21986 17934 0 (l ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 6 ******************** TOTAL LOAD SUMMARY OF AIR SYSTEM 5 **~·*************** SYSTEM TYPE: PACKAGED EQUIPMENT WITH CONSTANT VOLUME TERMINALS SENSIBLE HEAT RATIO: 0.96 --THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING SYSTEM 5 PEAKS IN JULY AT 1 PM OUTSIDE TEMP IS 82 INSIDE TEMP IS 75 BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT LOADS, THE ZONE SENSIBLE PEAK TIME IN JULY AT 11 AM IS DIFFERENT FRO.M THE TOTAL SYS. PEAK TIME HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SEN LOAD OF 31,106 SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR WINTER VENT AIR LOAD = 12,228 BTU/HR 306 CFM) WINTER EXH AIR LOAD = 0 BTU/HR ( 200 CFM> WINTER INFIL AIR LOAD = 0 BTU/HR ( (l CFM) TOTAL ZONE HEATING LOAD = 15, 19;3 BTU/HR -----------TOTAL SYSTEM HEATING LOAD = 27,421 BTU/HR **** ALL COOLING LOADS BELOW WERE COMPUTED AT THE AIR SYSTEM PEAK TIME**** SUMMER VENT SENSIBLE GAIN = 2,356 BTU/HR ( 306 CFM) EXHAUST AIR SENSIBLE GAIN = 0 BTU/HR ( 200 CFM) SUMMER INFL SENSIBLE GAIN = 0 BTU/HR ( 0 CFM) TOTAL ZONE SENSIBLE GAIN = 30,673 BTU/HR TOTAL PLNM SENSIBLE GAIN = 0 BTU/HR ZONE LOAD SEN SUBTOTAL = 33,029 BTU/HR DRAW-THRU FAN SEN GAIN = (I BTU/HR BLOW-THRU FAN SEN GAIN = 0 BTU/HR MCL SUP.SIDE COIL GAIN = 0 BTU/HR MCL RET.SIDE COIL GAIN = 0 BTU/HR SUPPLY DUCT HEAT GAIN = (l BTU/HR RETURN DUCT HEAT GAIN = 0 BTU/HR AIR HANDLING SUBTOTAL = 0 BTU/HR -----------TOTAL SYSTEM SENSIBLE GAI = 33,029 BTU/HR SUMMER VENT LATENT GAIN = 2,174 BTU/HR ( 306 CFM) EXHAUST AIR LATENT GAIN = (l BTU/HR ( 200 CFM) SUMMER INFL LATENT GAIN = 0 BTU/HR 0 CFM> TOTAL ZONE LATENT GAIN = 1,33(1 BTU/HR -----------TOTAL SYSTEM LATENT GAIN = 3,504 BTU/HR TOTAL SYSTEM COOLING LOAD = 36.,533 BTU/HR INTERNAL LOADS SUMMARY: 3060 WATTS OF LIGHTING, 0 WATTS OF EQUIP, AND 7.0 PEOPLE TOTAL SYSTEM SUPPLY AIR = 1,414 CFM BASED ON 20.0 DT TOTAL CONDITIONED AIR SPACE = 1,020 SQ.FT. SUPPLY AIR CFM/SQ.FT. = 1. 3862 TONNAGE PER SQ.FT = 0.0030 TOTAL TONNAGE REQUIRED FOR (-UR SYSTEM 5 WITH OUTSIDE AIR = 3. O't TONS ,· ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 7 *********************** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN JULY AT 1 PM THIS SUMMARY INCLUDES ONLY ZONES 5 THROUGH OUTSIDE AIR QUANTITY (CFM) ¼ OF TOT SUP AIR 5 OF THE ENTIRE PROJECT SUMMER VENT AIR = SUMMER INFL AIR = PRE-COOLED AIR = TOTAL SUMMER AIR= WINTER VENT AIR = WINTER !NFL AIR = PRE-HEATED AIR = TOTAL WINTER AIR= 306 0 0 -------- 306 306 0 0 -------- 306 21. 642,Y. o. 000,Y. 0.000¼ 21. 642¼ 21.642¼ 0.000,Y. 0.000,Y. 21.642,Y. SENSIBLE BTU 2,356 0 0 2,356 12,228 0 0 12,228 LATENT BTU 2, 174 0 0 2,174 TOTAL ZONE HEATING LOAD LESS INFIL TO ZONES= 15,193 TOTAL BUILDING HEATING LOAD = 27,421 --------------------------------------------------------------------------- * MONTHLY AND HOURLY PROJECT ZONE SENSIBLE LOAD PROFILE * --------------------------------------------------------------------------- * MAY JULY SEPTEMBER NOVEMBER NOT USED NOT USED -M· * HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN * ----·---------------------------------------------------------------------- 8 AM 22139 22712 25418 20491 0 0 9 AM 2555~ 25961 28052 22788 0 0 10 AM 27453 27994 .=::9451 24041 0 0 11 AM 30448 31106 30592 24791 0 0 12 AM 29718 30427 29886 24406 0 0 1 PM 29930 30673 30108 24798 (l 0 2 PM 29454 30221 29E..55 24546 0 0 3 PM 2'3306 30088 29517 24502 (l (l 4 PM 28346 29144 28590 23749 0 0 5 PM 27212 28029 27472 22777 0 0 6 PM 26159 26996 26414 21786 0 0 7 PM 23517 24343 23892 19636 0 (l 8 PM 21541 22357 21986 17934 0 0 . ' ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 8 *********************** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN JULY AT 1 PM LOAD DESCRIP ROOF WALL GLASS SKIN LOADS PEOPLE LIGHTING EQUIPMENT PPL-LGHT-EQUIP PARTITION INFL AIR VENT AIR PRE-TREATED AIR DRAW-THRU FAN LOADS BLOW-THRU FAN LOADS QUANTITY 1,020 216 396 -------- 1,632 7 3,060 0 612 0 306 0 MCL SUPPLY SIDE COIL LOADS MCL RETURN SIDE COIL LOADS SUPPLY DUCT LOADS RETURN DUCT LOADS REHEAT RESERVE CAPACITY UNITS SQ.FT SQ.FT SQ.FT SQ.FT WATTS WATTS SQ.FT CFM CFM CFM 1,. TOTAL BUILDING SENSIBLE & LATENT LOADS OF BLD LOAD 7.4841,. 4.407¾ 38.026¼ -------- 49.917¼ 36.611,Y. 1. 073% 0. 0001,. 12.400¼ 0.000¼ 0.000¼ 0.000¼ 0.000¼ o. 000¼ 0.0001- 0.000't. 0.000¼ 0.000¼ 100.0001- SENSIBLE BTU 2, 73'+ 1,610 13,892 -----------18,236 12,045 392 0 2,356 0 (l 0 (l 0 0 0 (l 0 33,029 LATENT BTU 1,330 0 2, 17'-l• 0 3,504 TOTAL PROJECT SUMMARY ¼ OF BLD LOAD SENSIBLE BTU LATENT BTU TOTAL BUILDING OUTSIDE AIR VENT LOADS 12.400¼ 2.,355 2, 17'-I· TOTAL BUILDING PRE-COOLED AIR LOADS 0.000¼ 0 0 TOTAL BUILDING OUTSIDE AIR INFL LOADS 0.000¼ 0 0 TOTAL BUILDING ZONE LOADS B7.600i-30,673 1, 330 TOTAL BUILDING PLENUM LOADS 0.000¼ 0 TOTAL BUILDING AIR HANDLING LOAD 0.0001-0 ------------------------------TOTAL BUILDING SENSIBLE AND LATENT LOADS 100.0001- TOTAL BUILDING COOLING LOAD = 36,533 BTU/HR TOTAL CONDITIONED AIR SPACE = l.., 020 SQ.FT TOTAL BUILDING SUPPLY AIR CFM == 1,414 CFM SUPPLY AIR CFM/SQ.FT. OF CONDITIONED SPACE SQ.FT OF CONDITIONED AIR SPACE PER TON TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE = 1. 3862 = 335.0396 = ().0030 TONNAGE REQUIRED WITH OUTSIDE AIR = 33,029 CFM/SQ.FT SQ.FT/TON TONS/SQ.FT 3.04 TONS 3,504 C l. Certificate of eompliance (F~rt·-.· at 2J Performance Requirements (: r::_ "/ l.j Prlnclp11I Designer. Tho proposed building will be in substantial I compliance wi!Ji :ho California Building Energy Efficiency Stanciards provided it is built according to tho plans and specifications and provided future improvements are completed according to Iha requirements indicated on this Certificate of Compliance. The plans and specifications have been prepared to indude all significant energy conservation · features re9u1red for complianca wilh the Standards. Building areas that 1 1 • are unconditioned and/or not subject to Iha standards are indicated on . the plans. I Owner. The energy conservation features and performance specifications lndicate<l on this document and on the plans and specifications shall appfy to future alterations, unless compliance is demonstrated anew and a new Certificate of Compliance is submined. A copy of this Certificate will be retained and transmined to future tenants, subsequent owners or others with responsibility for making improvements or modifications to the building. If this certificate is lost, a new Certificate may be required before a permit is issue alterations. Unconditioned areas are indica on the plans and, i se areas are conditioned in the future, the u t b made to ly ith the applicable energy ~~~~ e e ~ · · Enforcement Agency. The proposed buildin9, and future alterations will! comply with the California Building Energy Efficiency Standards, provided future alteranons meet !lie requirements indicated on this Cerolicare and all applicable manoatory measures. as long as the building occupancy type rarr.a1n: · ... r:~~wiged. signature Date Name/Title gency Address C11y1Stata1Z1p For Enforcement Agency Use Only BuilclingPerm1t Number Planchecked By r-wrcrtfiecked By Approved By Date Dato Date En1trgy An11lyat. The energy performance analysis summarized below was performed using an approved CEC calculation method. with CEC :ipproved fixed and restricted engineering inputs for Iha applicable climate zone and occupancy type, and using a reasonable reprosanration of building zoning and physical configuraoon. All significant energy eon,e,vaoon ''"'"""'"' "'Z~' "'on an atla<hod wppl•meot . ~ . Lt /3 /g§· .. $1gn ,4.q. I ~State/Zip 1~ J 'l-71-:Zloo epno e. . General Reference J 1 Unconditioned or Multi-tenant shell? • • (YIN) 2 CEC Occtlpancy Type • • • • A-I ...a-1- 3 USC 0cc. Group/Division • • A-1 ~ " Cfimata Zone • • • • • • • • 181 l':'.b 1 5 Conditioned Floor Area • · •• O,J:t:Wt-J.. II :I =3 if· 6 Unconditioned Floor"Area • • • P\Ah..\.s 114-'36 sf 7 Budget Table{fr. Standa.rds) • 1~$ue '2~-S; te- 8 All. Energy Budget (WS..1A) •• W~'IA 14-'2 kBtu/sf-yr 9 Cale. Method CEC Code • • • 'Wru r ~1.01-1 10 Mulliplier • • • • • • • • • • --l,O 11 Annual Energy Use Estimate .tl.dtf4T-I Zlli o kBtulsf-yr Envelope R«•qulromonts 12 Average Roof/Ceiling Rt • • • Cr-1...-zz,.~ h-F-sl/Btu 13 Av81'age Exterior Floor At • • • ..Jp,.. . .h-F~sfJBtu 14 Average Opaque Wall Rt • • • ~. °3fh-F-sf/8tu 15 Glazing Area in Wall • • • • • ~too sf 16 Average SC (Wall glazing) • , O,¾ 17 Glazing Area in Roof·. • • • • i-J.6-sf 18 Average SC (Roof glazing) • • ~ 1-lA- Lighting Requirement• 19 Allowed Whole Building LPD • 1'.iJp,tr-1 I , ? watts/sf 20 Allowed Common Areas LPO • NA ±' watts.'sl 22 Package Lighting Reduction • watts/sf 21 Allowed Tonan! Space LPO • ·3=, · watts/sf 23 Lighti"'il Controls Required? • t--1 (YIN). Mechanical Requirements 24 System Type • • .• • , •• , • • fy.lM.tir:::t, ~ fu.Hf ·. 25 Unit Fan Power • • • • • .,str~ll _()_~---watts/elm 27 Rarecl Heating Efliciancy • • : ~. ~ ~(u~its: 26 Rarecl Cooling Efficiency • • ± e}, ~ ~(units: 28 Eccnomizer coofing? • • • • 1J (YIN) Noto. Attach adcitional, detailed requiremoots of measures necessary for compliance. Auad'lment bocomes part of carttficata ot Comp~ance. 29 Supplement Attxhud? • • • • • • • • • iJ (YIN) nl / \ ( l ...... --> ), Certificate of Con1pliance (P_art }~st~;: Performance Complla:1ce: CF-1· f.:; ~ ~·-====:er . -~-;;..~.;;;-~:, ............ ----~--~~~~ .. .:-.· ... ~~-.;. 4 l I~ "II~ aw f'1>61f-ll., ~ 11 :61: ___ 1 ·;--:::r...., ·--1 ate ol :..art . tu , ... ,w::...r11. ea r· -tL.I ~¥,~ ~i;;~ttAIJleAL @'I~\ 2-7t,71o0 ___ ...... ~.·-- c ~-iwntats • uihorti=i'rm 1·eulpho11a Cr.:l..~~ype . Plan Cfiecliod By Date \ --------------------·-------·------------------ Noto. More than ono Part 2 may be submitted, but all must rera,er,cL' ll·:o sz.ma Part 1. The person responsible for preparing the complinncs , documentation k,r each major building system acknowledges the lr.i!ow_ir.11 •:<l:nplianee stau1men1 by signing the appropriate sp:3ce bolCJw. · Compliance Stntemenl. The proposed building improvement:; 1uh-st::.,,tia!ly romply v.ith the requirements indicated on lhe Certilicate of C<>mplianc& for this buildin9, dated 11 , • • • The plan_s_ <'r4 s;,ecit:c:.au,')ns include the significant !t{).ergy conso~tioo features and th~. comptianc;.i documentation 1s consistent with the plans and speo/k:.aaoni,, ________________________ , _ __,; ____________________ _ Envelope Allowed Proposed 1 Average Roof/Ceiling Rt •• g,,z., SS: Z'l.,!15 h--F-si/8tJ 2 .Average Exterior.Floor Rt ... tJA i-J~ h·:·st/(:!tu : 3 Average Opaque wan Rt.,. ~.31' .lirfi 3.3f h~r--~. f:1:1---!-· ~~~G!J:,~-:LL,(/g;_~~~~,.,,..-....i.J.'..f-~~:l!I=- 4 Glazing Area in Wall • • • , ?;t,o t;)_;(,,0 sf 5 Average SC (Wall) • • • • 0·5'9 0 ,i;(,p'· 6 Glazing Area in Roof • • • • tJ,j!,,. U b. 7 Average SC (Roof) • t,..IJ,.: µ'A.· sf Other requirements: Lighting #-8 Basis of Allowed LPD • Allowed Proposed 9 LPD ••••••••••• l-5 watts/sf 10 Package Lighting Rep\Jction NA watts/sf 11 A?iusted LPD •• , •• , • ). S° -~ watts/sf 12 Lighting Control Credits? • (YIN) • Other requirements: *-~f1,-!~a2 1?~n~ 1o fb~ r1~1~ ~ ~· PP-51erµ~ Mechanical Allowed 13 Unit Fan Power •• , ••• (2.2Dfr 14 Rated Cooling Efficiency •• ,?,r 4'. 15 Rated Hearing Elfidency • • 6, O 16 Economizer cooling? i-J Other re~iremants: FOfm Aovised Juno 7, 1988 Proposed 0-'2-01 g,4 I watts/elm ~(units) ~(unit:.) (YIN) ,: ·Enlorcement Ag ency Date Extent of Improvements . Enforcement Agency Date Exteniolmprove J£~ «-\?:' f'fS f...AN4t f?b1/1:;> :'?W: I c.) ~ o,~o tJ..A qz,1~1 E"nlcn::ement Agency [)&18 Page_of_. ',•'"II I i· . ,, __ I ' ; l l -·:·-;::,.::., y t M -·-WWW~ -~-~;,;?J;;,;,;; iki :a; ··: . : ~~:f"l\r: 6!l!Gr 4 .. z.:~~ Proposed Adjusted CPO , TGIII ~ w• (C,:..SJ. , •• , ••... J]i:8 w~ 2 Con~ c-tl WIiia (\'4-58) , , , , , , -W.111 ! ~Wlllll(L#llt 1 ·Une2), , , , , :,2-2.6 Wa.b 4 Oonchol.ed Alar MIii , , • , , , , , , ~ 12 S ~l.PO(l.i\of3lua•> •••• , • -b!£l. Wlla.1l2 Whole Building LPO Luminaire Schedule A I C \.LINlan ~In ~Of CotllNdon CoOt Ooclt.menll ~ DMcnplion :: .. :: ...: . .::, .. :. -, -. --For Enb•1N'II ..,-, U. Ont, Tailored LPO Approach (when applicable) 1 Wm lflt IC: A• M CWS,.SC), , ••. , __ Wala t TMI!. Wda to, fC: EI F (Wl,-50) . • •• --Wdl ) ~ Tuk WI/IIIA b IC: i I, 1 (W&-10) •• __ W.. 4 Tmk Wala b IC: 0, H l 1 (WS-5E} • , , __ W- 5 N{lf\-T$ Wlltl kif te: G, H &I (WS-5£) , ...___ Wala 8 ~ An Lql~ (WS.SF). ,____ w .. 7 Tall! Alowd W$III (I/WI 1.f) , , • , , , __ W-. e CondllOrli,d Roor NM , • . • • • • , . __ 12 0 MuinMI\ LPD (Uno 7 I 1.N I) ••• , , • __ W-...Z D E , NMl'Nl!lll'ol w..,-~ To• .tM,iinu1tt ,~. balul) w-A , .. ~ ~ ·J J:4'o b_ul ~.S-)r::J.. /e,e· /-R.,,6 i,I ?~ C. , ~ J~o r.-r.Jlu..~-: t .~AA_ -b ,l~ -~,,,"""1 ,~, ...... -h,i ~ "?..2-/V,V , , . - .......... __ - ' ' .. ., .... Peoe,T_, /7~P.. • ..... .,_ I JO ---~-°'- ... ·-·····----:-:::::-::::;::;;:;::;::;:;:::::=::,_=·-::----:::::_~:::::.:::--".--_.-, .... -_ -_ -------------------- ·Mandatory Measures Checklist Proiact I e . lJij:f&.r&t ~lllC4k ,,1~1re ontation Author/Firm odte 1 Envelope Measures Referonce In . Con11truction Documents MF-1 For Enforcement Agency Use Only Checked By [ J PhoiooeD 11ensora with a cfffuslno cover and . no opuquo cov« por 2-5310(0)5 •••••••••• Dato Reference In Construction Doc:umenlll UA [ ] CortiHod lnautatlon matorinla por 2-5311 (a) • • • • • • .o11-fQ · [ I Manufecturor'a lnatructlon11 provldod for lnlllnllation end calibration por 2-5310(0)6 •••••••••••• --'-- ProP.!)r lnstallailon or control a lncludll{I sonror location, cerulication of Initial calibration end control ol luminairoa [ l lnaulation ln11tanod to moot flame sprood end smoke . density ntq.tiromenlll ol 2-5311 (b) • • • • • • • • • • (Z11/12 · [ J [ ] Uroa formaldehydo foam Insulation ls lnstallod l I por 2-531 l(c) •••••••••••••••••••• P'./Jc · [) l1otrolitln11ulatlonapocillod11.11por2-5313 •••••.• · •• --t-- [ l Air Infiltration 111 mlnlmizod by spocllication or 1D11tod manulecturod doors and windows end proper • . wlllino and woathon1trippino a11 por 2-5317 • • • • • ·• '---+-- Lighting System Measures [ ) Cortilied lumlnnlroSJballasts per 2-5314(b) • ..... ·---- { l [ ] lnoopendont controi wl onclosod eroas per 2-5319(a) •• __ _ Manual switchina rondily accossiblo·par 2-5319(b) ••• --..... - [ ] Reduction of liohtlno lood to at least ono half per 2-5319(c). Occupancy wnsors or proornmmablo timers meotino CEC cril6ria may 11ub11tituto • • • • , • • • • .,_..._._ I ] Separate switchina of dayfit areas por 2-5319(d) •••• --+-- [ ] Separate switchtno of display and valance llohtill{I in retail and wholo5alo 111oro11 por 2·5319(h) • • • • , , .__ ........... [ ] Automatic control 91 display ~htirl!] ln rota!! and wholesale 11t0fo1 por 2· 19(h) • • • • • • • • • , __ _ [ ] Tandom wlrino of ono-and throe-lamp lumlnalro1 per 2·5319(1) ••••••••••••••••••••• , __ _ Daylighting and Lumen Maintenance Controls (when applicable) · ' [ ] Unirorm!y illumination roduction to one-ha!; por2-53t9(o)1 ••••••••••••••••••• _ _,__ [ ] Aickor rroo oporntlon and no promaturo lamp failure por2·5319{o)2 •••••••••• · ••••••••• __ _ [ l 11mo dolays to prownt undoairnble cydlng per2-5319(e)3 ••••••••••• · •••••••• __ _ [ '1 Step swill:hlno do'Jlces with aoparatlon between . , , on/off 1otung11 por 2·5310(0)4 •••••••••• · •• ·..._.,__ F'onn Revisod September 1986 only within daylit llf8ll por 2-5319(0)8 ••••••••• --+-- [ J Vlsiblo or audblo malfunction alnrm11 por 2-5319(!)) • • • --+-- Occupancy Sensing Devices (when applicable) - [ ] Aickor froe oporation and no promnturo lamp fajluro por 2-5319(0)2 •••••••••••••••• __ _ [ ] 11mo dolays to provont undor.lronblo cyclill{I por2-5310(o)3 ••••••••••••••••••• __ _ [ ] Visible or audble malfunctlon alarms por 2-5319(a) • • • __ _ ~ I [ ] Umlts on omlsslons,paroxcoptlons to 2-5319(0) •••• ..__ __ HVAC and Plumbing System Measures [ ] Plplna lnsulatod as roquirod by 2-5312 • • • • • • • • • 1\.1 />c [ ] Cortiliod HVAC equipment par 2-5314(a) • • • • • • • ·:l ·k M ... ::> · [ ] Cortiliod plumblna equipment por 2·5314(n) • • • • • • NA: [ ]--Heating and cootlna oqulpmont ollidoncy por 2-5314(b) • ~ [ ] Pilotleas lgnltlon of aasnppllances por 2:5314(c) • • • • ---~ ... -~ ( ] Automatic control, for off-hours por 2-531S(a)1 • • • • ·', i, ., ,~r,·,, [ ] Thormostatsot point roqulromonts por 2-5315(a) , • • • ·n II I ] Soqu~nt!al control or hoatlna and coollno per 2·5315(a)3 • 11 II [ ] Automatic oxhnustrnn dampers por 2-531 S(b) • • • • • __ _ [ J Thormostat controls for each :zono por 2-531 S(b) • • • • .,.JJ...A_ I ] Vonblatlon pro'Jldod por2-5316 and 2-5343. ~-••• , ~t,~3 ( ] Heaters for clomostlc hot water and/or pools per 2-5318 • N Pr .. ···. -.. . ., ... '. ·: ,.: : :• · .... '· Pa!Je _of__;, . ' ,·,. , .. Energy,Budgets Worksh~et ·WS-1A For Enforcement Agency Use Only Ray Cox Mechanical, Inc. Documentation Author/Finn Checked By Date Summary Data Second Generation Standards Occupancy Typoa 1 Conditioned Floor Area • • • • • • • • • • • • • • • • • • • ' • •• i ••• I l:'.722 h2 2 Total AIIOY1ed Enorgy Use • • • • • • • • •••••••••••••••••••••••••••••• 11 I Z.£! kBtu/yr 3 Energy Budget (Una 1 / Lino 2) • • • • • • • • • • • • • • • • • • • • • • • • • • ~ • • • • • , • • • I # kBlu/yr-112 Arst.Genor11tlon Standard• Occupancy Types 4 Conditioned Floor Area • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -+-ljp<-"----h2 5 Total Allowed Energy Use • • • • • • • • • • • • • • • • • • • · • • • • • • • • • • • • • • • • • • • = kBtu/yr 6 Energy Budget (Line 5 / Line 4). • • • • • • • • • • , • • ••• , •••••• , •• , • • • • • • --~..___ __ kBtu/yr-h2 Second Generation Nonresidential Standards A B C D E F G . ·H . J c.c:.,111 (rQl.lf:O Total =u0ni,ii!::[) ~~'( Adjusted Allowed t't:i::·1 r,r, rr-:: Conditioned Ft.'Hl-'le:f't::r-µA µ,h,. . Energy Enety Occupancy Doscription/ ~J.:i :,,?;-t( Floor Area fA-no ~la~r Budget Col Ix ol D Type Floor Number for Catagory '.;ol E +ColH (kBtu/yr) L-12-o i,-!':ll' I":!~ I~ l\1?J -J, ?A-14-b 14'=1 l...., 1-Z..~9. l .. -- ,. I i " .... . . I ... ... .. ·- I ... , ., ;. Total 111--3 Total Allowed Energy 1'11'2.~~ First Generation Nonresidential Standards A B C D E Energy Allowed Occupancy Description/ Floor Bud~et Enerf Type Floor Number Area (kBIU lt2) Col C x ol D LJJ>. - ' .......... w Total --Total - Form Revised Septamoor 1986 Page __ ol __ .--·· ·: •• • • ••• l. •• . : .. ·Envelope Summary Form and Worksheet (Part 1 of 2) CF-2 ProjectJ , Ray Cox Mechanical, Inc. Documentation Author/Finn Roof A B C D Roof Proposed Area/ Type Area A-value A-value 1-: I l1'.7i · z.i.e~ S"/,:z,,f... Total ll,3 Total 5'/, 34- Average A-value j '2.,"]...,$?: l Col B/Col D Glazing in Roqf A B C D Surface Area Type North East South L..Jb- Exterior Wall Area A B C D Surface Area Fonn Revised September 1986 E West E For Enforcement Agency Use Only Checked By Date Exposed Floor Area/Soffits A Floor/Soffit Type LIA Total F Horizontal Total B C D Proposed Area/ Area A-value A-value - Total - Average A-value !..__ __ _, Col B/ColD G H Total (At) Proposed U-value Prorcsed - - Page __ ot __ ,;.. ...... ---· . ··.· .:,. · ... Envelope Summary Form and Worksheet (Part 2 of 2) CF-2 Ray Cox Mechanical, Inc. Documentation Author/Firm Opaque Exterior Walls and Doors A B C D E Surface Area Wall North East South West Type (An) (Ae) (As) (Aw) :L l"1 I ,.,-, /) /) :rr ?_.-:I n ~t, .t/-'14- Totals '/'!Pi }'/{ r,l,,I')~ 414-- .&'..,Avi;2: ,._ [PAZ ::. i.o/ tA,-2 -r E GI . . W II is ,f I, ,,4-azmg m as· A B C D E Surface Area ... Glazing North East South West Type (An) (Ae) (As) (Aw) j;: 10~ ~<S1---0 ~J Totals · lo~ Z.S"'Z-C,) ~ Form Revised September 1986 For Enforcement Agency Use Only Checked By. Date F G H J K Proposed Wall Requirement Total Heat A-Value A-Value (At) Capacity (Rt) At/ Rt (Ar) At/ Ar M1v /~·4-/, 3~ "1..t:.1, I NA IJb. I 74-7 /()6'1 F Total (At) g~o '.?60 /,If~ 111.?6 tfi r 4-- - I Total St'1,to Total ' ( Proposed Required ... Weighted Average A-Value I ~ • M: I Col F/ oil I I Col F/ Col K G H J K Glazing Characteristics Weighted Averages Total Area West Area Total Area U-Value SC x U-Value xsc xSC (). ~'1 tJ,S"G, ~(J~, i.. 0 2o/ ,? Totals 70t.;'",. t--0 '2.t>(, ~ U-Value West SC Total SC Averages I O · 57 I O I IP • Si.., I Col II Col F Col J / Col E Col K/ doi F Page __ ot __ ... -,, { •• ,1 ~...---,~ .,-.-,-·. •, Construction Assembly Compliance Form CF-3 For Enforcement Agency Use Only Ray Cox Mechanical, Inc. ,, /~le£, Documentation Author/Firm Date I Checked By Date General Information Assembly Type and Number • • • • • • • • • • • ... • • • • • • • • • • ·• • • • • • • • • , • _ • • .•• __ ; .~'O 2 Frarttiflg Type • • . • • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • • • 3 Framing Size • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • 4 Framing Spacing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • : • • • • • • • • • • Z4 inches 5 Insulation in Cavity • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 19 F-tt2-hr/Btu 6 Effective R-value of Cavity/Framing ; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 19 F-ft2-hr/Btu ,i~f'? Sketch of Construction Assembly List of Construction Components A Description f?Ull:i-Uf' l?Oe(tNq 2 'lz" ?L-Yl.Jtt::> 12 3 Al J;.. ?f'Al,& 4 g-19 1rJSUkMION 5 A(,Ql½(l& ~ ,~ 6 7 ,1:/ ••. ,, B A-value t.) '3'? (). bZ.. o.fD 8 Total R-Valuew/o films. • • • • • • • • • • • • • f-1 , 0 9 Inside surface air film • • • • • • • • • • • • • • • b • {:,e, O, 111 · · 1 O Outside surface air film. • • • • • • • • • • • • • ., __ -=--.&.-+- 11 Total thermal resistance (Rt) •• ~ • • • • • • • • • 't'L, S,!:;? 12 U-value (1 / Line 11) •••••••••••••••• 0 • 01.tJ: Form Revised September 1986 -· . ,.. ..... C Wall Weight {lb/lt2) ·; . ' -....... ' D Specific Heat (BtutF-lb) Total HC E HC Cole xCol D (Btu/F-sf) Page __ of __ ( ,·.' .... .-: . ' Construction Assembly Compliance Form CF-3 For Enforoement Agency Use Only Ray Cox Mechani ca 1, Inc. , ,/?f$$ Documentation Author/Finn ' Date Checked By Date General Information Assembly Type and Number • • • • • • • • • • • • • • • • • • • • • • • • • ~ • • • • • • • • • ~ • k-JA:LL- Frarrtfr,g Tys:>e • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • • • • • • • • • • • l-lA. Framing Spacing • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • inches 2 3 4 5 6 Framing Size • • • • • • • • • • • • • • • • • • • • • • • • •1 • • • • • • • • • • • • • • • • • • ~ lnsula_tion In Cavity • • : • • • • • • • • • • • • • , • • • • • • • • • • • • • • • • ~ • • • • • • • • • F-ft2-hr/Btu Effective R-value of Cav1ty/Frarmng • • • • • • • • • • • • • • • • • • • , ~ • • • • • • • • • • • • • F-ft2.hr/Btu g,·· .· •; ,,, ... ,: . . , . ·., .. rP: . . . . ·-'· .... · . . _..cb ·k'· .. :. • ,• C ; .· !h .. · .. Sketch of Construction Assembly· List of Construction Components ., A Description B R-value &11 CO~~~ ::µt,f--Uf i'. 0,461 2 3 4 5 6 7 8 Total R-Value w/o films • • • • ~--;-... ~ • • • • • • 0, '413 9 Inside surface air film • • • • • ·• • • • • • • • • • 0, (e8 1 O Outside surface air film. • • • • • • • • • • • • • • t;), I 1 11 Total !henna! resistance (Rt) • .' • • • • • •• ·: .' • I, :2'2 C Wall Weight (lb/lt2) 10 D Specific Heat (Btu/F-Jb) o, ,z,:z, Total HC E HC Cole xCol D (Bll:'IF-sl) 1'2,1: ... -- \/' 12 U-value(1/Une11) •••••••••••••••• 0,7? Fonn Revised September 1986 Page __ ot __ Construction Assembly Compliance Form CF-3 For Enforcement Agency Use Only r·· Ray Cox Mechanical, Inc. Documentation Author/Firm loate' Checked By Date General Information 1 · · · Liti-U...- 1 Assembly Type and Number • • • • • • • • • • • • • , • • • , • • • · ;··. • • • • • , , , • • • • ~ ( f'l'r'e:(((loN) 2 . Frwning Typo.. • . . • . . • • . • • • • • . • • • • • • • • • • • • • • • • • • • • • • . . • • • kJoop 3 Framing Size·. • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • 21: l\· 4 Framing Spacing •••••• : •. • •••••••••••••••• ',' ••••• · ••••• .' • • • • • lh inches 5 Insulation in Cavity . • • . . . • • •. • • • • . • • • • • • • • • • • • • • • • • • • • • ·. . • • • • I I · 0 F-ft2-hr/Btu 6 Effective A-value of Cavity/Framing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • $'.,_;;St? F-ft2..hr/Btu . ,. ..... , Sketch of Construction Assembly List of Construction Components A B C D E Wall S~dfic HC Weight eat Cole xCol D I I Description A-value (lb/ft2) (Btu/F-lb) (Btu/F-sf) ½ ~--~ezu~ ~.Atz.D l 1' )_ o.qo t;, 20 o.it, I·~~ 2 ~-11 IU5o( A<r(o tJ-£3 .'3~ o-4' C;) I ,..., o.os 3 4 5 6 7 8 Total A-Value w/o films • • • • • • • • • • • • • • o,,,z;,B Total HC 1. «¥1 9 Inside surface air fiim :--; • : -: • • ;·. • • • • • • o, G,S 10 Outside surface air film. • • • • • • • • • • • • • • o.~g ,,..-,, 11 Total thermal resistance (Rt) • • • • • • • • • • •• IQ·~ ,. \'" 12 U-value (1 / Line 11) • • • • , • • • , • • • • ••• o. 0G4:'.: Form Revised September 1986 Page __ ot __ ,. . . · ·: , -;:;'.:< i 'C <;:r\;e . . · I -... 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"·... . . . ______ ....,: _____________ ........... -----··---_.,L<"::J:::'S1~=4---L----:----. 1 •••• ·:-:·~·:· _·· ~ • ----.-·-----·--·-··--·---·-··-· --·-··-·· ··-···--•• ·-· ---- ···-·. --··-··-.. -···---··--.. · ....... r:.r. __ =-___ { C>. \\~?C1ih)~.;(c~_.1)(Cffi~ j ... -........... _ ....... __ -... _. ~. 1-z,eo . ~ l!ff?-.. . .. ~.·---:' ..... ----------· .. ---~~1f: ..... :.::. __ .CJ_fQ9.) __ ~/..-~C99_~)-·---_· · .·--.... -.... -.... , ..... ~ ... , .. 1-~~ .f'/¥12-.. --~~r-"-· ~-• __ ff :: ~({?__:llR)( 14£+ j_/~po .)(J_k@?)______ _ ~. . _ t) '. O_'i~ ~4 _ _ . • • ·.' ',',. • • 1 ' •, -------------· ·--. -----.----··---·---··----·-. --------·--··----.. ----·--· -. -··· ·-·------·-·--· -·-·-· - i • ' • • • • ,:::_.:··. f~.~···· -· .. ·-·-......... ·-.......... ... . ~ 4-i --.. -···---···· ... ~ .. ,-: ····---··---··· _......... . . ... . . .. ... . .. . . . . . ... ... . . .. ~· .. -.· -· -........ -.... _ .. ·-··-·f._f·-..... ~ .. C& .. _7.Q_?).LJ_~~-),_z_ ... 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I I : . -------.. --.--·---··--·--. I I I ... , ...... _ ............ ·-···-···--............. -~-···..:..--·-·-} .. .-: .. ·:: ....... -................ . , ... .. : -:-:· ' ,, ·. : .. ... •, . .. . .· ... · .. ·.-··,··. BRAKE HORSEPOWER CALCULATIONS RAY COX MECHANICAL INC. Q ·* Ps WHERE: Q == CFM BHP==---------------Ps == TOTAL STATIC PRESSURE (in. water> EFF == MOTOR EFFICIENCY 6356 * EFF ================================================-============================================ DAY & NIGHT 542GP042 (3.5 TON) PACKAGED HEAT PUMP Pi= . 1 Pex== . 5 Ps= .6 C,1= 1 LtOO EFF= .7 • 6 * 1Lt00 BHP=-------------------= O. 188 6356 * .7 BROAN 360 EXHAUST FAN Pi== . 05 Pex== • 1 Ps=. 15 Q= 100 EFF= . L~ 1,:::-. '"' * 100 BHP=-------------------= 0.005 6356 ·l!-• 4 ./ lndianapoi,;: IN City of Industry, CA PRELIMINARY PRODUCT DATA NOTE: Use the information in this publication for preliminary reference only. ". RUGGED, EFFICIENT, COMPRESSORS are specifically designed for heat pump duty and high energy efficiency during heating and cooling operation. Each compressor is hermetically sealed against contamination to help pro- mote longer life and dependable operation; and vibration. isolated to provide quiet operation. During heating opera- tion, these reliabl,e compressors are designed for contil)u.- ous operation down to extremely cold outdoor tempera- tures. All compressors have internal high-pressure and overcurrent protection. INDOOR BLOWER MOTORS have been carefully selected to minimize energy consumption and to withstand the heavy-duty, year-round, operation required by heat pumps. These moto~s are designed to meet the require- ments of a wide variety of residential and commercial applications. DIRECT-DRIVE, PSC, OUTDOOR FAN MOTORS have been selected to help reduce energy consumption. Units are designed for cooling operation down to 55°F. BUILT-IN RELIABILITY COMPONENTS include a suction- tube accumulator that keeps liquid refrigerant from reach- ing the compressor, a low-pressure switch that stops the compressor if the refrigerant pressure drops to an unsafe operating level, a crankcase heater to keep the compres- sor oil warm and free of ref.rigerant for maximum lubricity, compressor quick-start components on single-phase units to improve starting characteristics, and a unique · metering device to eliminate potential serviceability requirements of chec_k v~l-~es and expansion devices. UNIT DESIGN-Indoor and outdoor coils are computer- designed for optimum heat transfer. Vertical outdoor fan discharge carries sound and air up and away. The high- voltage inlet panel is designed to accommodate a field- Installed electrical disconnect. A low-voltage terminal block simplifies thermostat connections. Refrigerant service connections make checking operating pressures easier. Model 542G is our latest generation of packaged heat TIME/TEMPERATURE DEFROST system is used to pumps for residential and commercial applications. increase heating cycle efficiency. This type of defrost These heat pumps are the result of our firm commitment system has proven to be very reliable. The time/tempera- to the design and development of the finest heat pumps ture control "looks" for coil icing conditions only at pre- modern technology can offer. Our commitment is backed set time intervals, starts the defrost cycle only it' ftie by our advanced engineering, testing, and research fabo-· defrost thermostat senses Icing conditions, and automat- ratories; and our wealth of practical experience. ically ends the defrost cycle when the coif has warmed Model 542G is designed in one basic cabinet size, tea-sufficiently to melt the ice. tures a round side-by-side duct configuration on sizes 018 ' WEATHERIZED.CABINETS are constructed of heavy-duty, thru 048. Rectangular duct configuration is available on phosphated, zinc-coated steel; and· finished with 060 size only. Voltage options meet most residential and corrosion-resistant, modified alkyd, fade-resistant, baked commercial requirements. Models install easily on a roof-I Malibu beige enamel. Interior surfaces of the blower sec- top or a ground-level pad. . tlon are insulated to help keep the conditioned air from FEATURES being affected by the outdoor ambient temperature. FACTORY-ASSEMBLED PACKAGE is a compact, fully ACCESSORIES self-contained, all-electric, combination heating/cooling . SUPPLEMENTAL ELECTRJC HEATERS that mount inside .. unit that is prewired, prepiped, and precharged for mini-1 the heat pump blower compartment are available In a vari- mum installation expense. ety of KW and voltage options. Form No. PDS 542G.18.1D- SPECIFICATION -MODEL 542G-SIZES 042 THRU 060 \ MODEL SIZE N042 P042 E042 N048 E048 N060 Unit Volts-Phase (60Hz) 208-230-1 208/230-3 460-3 208-230-1 208/230-3 460-3 208-230-1 Operating Vollage Range 187-253 187-253 414-506 187-253 187-253 414-506 187-253 Minimum Wire Size (AWG)* 8 10 14 8 10 14 6 Total Unit Am s 28.7 18.9 9.6 30.8 22.9 10.9 39.7 Compressor Rated Load Amps 22.1 13.7 6.9 23.9 16.0 8.0 30.2 Locked Rotor Amps 95.4 82.0 41.0 I 110.0 92.0 46.0 178.0 Outdoor Fan Motor, DD, PSC (HP) .25 .25 .50 .25 .25 .50 .50 Full Load Amps 2.1 2.1 1.2 2.4 2.4 1.2 2.8 Indoor Blower Motor, DD, PSC (HP & Speeds) .50 & 3 .50 & 3 .50 & 3 .50 & 3 .50 & 3 .50 &3 .75 & 2 Full Load Amps 4.5 4.0 2.0 4.5 4.5 2.0 6.7 Max Branch Circuit Fuse Size (Amps) 50 30 15 60 40 20 60 PERFORMANCE DATA · · · . • Rated Cooling Capacity @ 95°F (Btuh)t SEERt EERt Rated Heating Capacity @ 47°F (Btuh)t HSPF (Minimum-Region IV)t COPt ARI Sound Rating Number:j: 41,500 9.0 42,000 6.2 3.0 8.2 COMPRESSOR, REFRIGERANT,·& CONTROLS Compressor Type Compressor Temp & Overcurrent Protection •· Compressor Internal Pressure Relief Valve Compressor Vibration Isolators Vapor-Tube Accumulator Two-Way-Flow Refrigerant Metering Device Low-Pressure Switch Compressor Crankcase Heater Compressor Quick-Start Components --. ... Refrigerant Service Ports Heat-Saving Reversing Valve Time-Temperature Defrost System R-22 Refrigerant Amount (Factory Charge) I h'II lll1le• .. I] I iw:-11 :t 11;11•,•1 _,. Coil Face Area (Sq Ft)-No. Circuits 7.3-7 Width X Height (In.) 37 X 28 Rows & Fins Per Inch ' 3 & 14 Blower Wheel Diameter x Width (In.) 12 X 6 Rated Cooling Airflow (Ft'/Min)t 1575 External Static Pressure (In. wc)t 0.20 Condensate Drain Connection (Hose) 3/4 OUTDOOR COIL & FAN .. .. ':·,, Coil Face Area (Sq Ft)-No Circuits 12.0-5 Height & Width (In.) 27 X 63 Rows & Fins Per Inch 2 & 22 Fan Ciameter (In.) 22 STANDARD EQUIPMENT Multi-Speed, Direct-Drive Blower PSC Energy-Saving Blower Molar Bell-Drive Blower Two-Speed, Direct-Drive Outdoor Fant PSC Energy-Saving Outdoor Fan Motor Computer-Designed Refrigerant System Insulated Blower Compartment Low-Vollage Terminal Block 41,500 41,500 9.0 9.0 8.0 8.0 42,000 42,000 6.2 6.2· 3.0 3.0 8.2 8.2 9 lbs-0 oz 7.3-7 7.3-7 37 X 28 37 X 28 3 &"14 3 & 14 12 X 6 12 X 6 1575 1575 0.20 0.20 3/4 3/4 12.0'5 12.0-5 27 X 63 27 X 63 2 & 22 2 & 22 22 22 47,000 47,000 47,000 57,000 9.0 9.0 9.0 8.6 8.4 8.4 47,500 47,500 47,500 57,000 5.54 5.54· 5.54 6.0 3.0 3.0 3.0 2.9 8.2 8.2 8.2 8.tl '. Hermetic ·• Standard (lnteranl Line Break) Standard Standard Standard Piston Standard Standard . Standard-All Single-Phase Unlls Standard Standard Standard 9 lbs-6 oz 7.3-7 7.3-7 7.3-7 8.3-7 37 X 28 37 X 28 37 X 28 37 X 31 3 & 14 3 & 14 3 & 14 3 & 14 12 X 6 12 X 6 12 X 6 12 X 6 1700 1700 1700 2200 0.20 0.20 0.20 0.25 3/4 3/4 3/4 3/4 12.0-5 12.0-5 12.0-5 14.0-6 27 X 63 27 X 63 27 X 63 31 X 63 2 & 22 2 & 22 2 & 22 2 & 22 22 22 22 22 Standard Slandard Standard Standard Standard Standard Standard I Standard P060 E060 208/230-3 460-3 .. 187-253 414-506 8 12 27.6 13.8 20.5 10.3 124.0 62.0· .50 .50 2.8 1.4 .75 & 2 .75 & 2 6.7 3.4 45 25 57,000 57,000 8.6 8.6 7.5 7.5 57,000 57,000 6.0 6.0 2.9 2.9 8.6 8.6 10 lbs-5 oz 8.3-7 8.3-7 37 X 31 37 x31- 3 & 14 3 & 14 12 X 6 12 X 6 2200 2200 0.25 0.25 3/4 3/4 14.0-6 14.0-6 31 X 63 31 X 63 2 & 22 2 & 22 22 22 . *Use only copper wire for field connections to the unit. Wire sizes are based on 60°C copper conductor at 86°F (30°C) ambient temperature and the ampacity shown in table. 11 other than 60°C copper conductor ·1s used, if ambient temperature ls above 86°F, or if voltage drop of wire exceeds 2%. of unit total rated volt- age, determine wire size from ampacity shown and the National·Electrlcal Code. tRated In accordance with ARI Standard 240-81 and/or U.S.·Government DOE test procedures. :j:Rated In accordance with ARI Standard 270-84. ELECTRIC HEAT ACCESSORY PRESSURE DROP (IN. WC.) CFM Ft3Min* Heater KW 600 800 1000 1200 1400 1600 5-7.5-10 .020 .030 .040 .045 .050 .055 15-21)-25 --.050 .055 .060 .070 .. *See table for minimum airflow required for safe heater operation HP-92 1800 2000 2200 .060 .070 .080 .080 .90 .100 -. ~ X I 1 . 11 " II II fi [I u l, --~ ~...,,. l, ' . "}' 4~~~¥* ~r~ ~~~~GY A~A_vs;s ~ODEL VCRSION 2,0h ****** ;;..;: .. ;,; ... :-.,1,·\ :·:.;:::·., .. :~-:;.,:::,·,· -r r;,,1 i..,_c, \I :'..(1::::s I D::~:vr :r. ~1L. 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T i -;· ~~. r·,; , ... !' c: ·r r·; ··-· .. ,. . -··· ., ) :·:~ •""I !.:J -:n 'j .\! i -~ ("• 1 q• ;:,:• ~~-:::• ~-t'' '!' ,:::-/\' ••• • V~RSION 2.0H ****** ';:~; :::: i:: 0 A, D 5,-\ ,:< Y .U ~~1 ·;-(i .,,. ·l<" ·!<:-·l<:· -l<:· ·l<· ·lf· ·M-·ii· ·K· ·K· -~,· ·it ·k ·:;_, ... ,~~ · iSDUT1··P:::1'.:.;\:3T (:-;t,L, T:-.. ; / SDUTi-~i,jE!:f': .. ::-;.,:: .. !·:.::· ; .. ) i .. :!:::·-::, ·:· T :-:.\;t:.; ,::: :::·.::· T rt T .::·,\If.::\/ " 1 .... i1..:. ·t~:.·r: r··c·::··:: T ,.._is:. ,:;·\:.!·:: ,1 ,I ;::, ,:: .... -:-(·· r ,:,: D(.~iTE :: :;. ~ ..... ;::: :!. ··•· 1 ':=¾P,EI ::J(\(3!::: :: .. / ..., " ' '.~t~, .\lD f\!C:1 ·· .. ·· " .t:, .. * .-.:. :::-: .11·1 r~i:::·1\ •• :·: rJ :.:., ··· ·, r·11\, 1\.1·::t ,~ .. 1=<1:; ~:~ :: t) i::1\· -: .. I t~L.. i:~~t\;E:: F~(3V' !3T.(21~-IY)1~ RJJ!::; ·K .. K··~=· ~*~-~~-~~~¥~-~~~~~~¥~¥¥·~*************************~**** ""/ r.::1 , T ! r··1-;-:-,ii:,; .... \tf:)1:.· --· , ... --. -! ., ..... l -:.: ·-··---... ··--· -··-· ..... _:_ ____ ,. ...... -... -. .::.-.......... _, __ , .... : .......... _ ............. _ ...... _ ...... _ .... , .............. _, ___ ,.. ___ ,. ____ ., ___ ., ___ _ ·,·.,; ~.:1 ··:·--:, ,::.. 'l .l1.;;::· Hf.JD CDD 7~;,. 91:'1 ~~=~~~~===~=~==============~============= ( 1:3 '..J 'Yi l'i; C F,l ) ;--1Vi'.=lC CDUL. l !\1[:i crr:l(.:1c :i: ·:·v ·- ~~NUA~ LOADS (MBTU'S) ~=~========~========= r··· t·; =---. : : -=-. : ::: ·::::~7.-,,:-::..:::.:::::: !".:::!.::::::.:::=::.::::.:~::= ..::.: :.:::::::: :::-:::.:::::-..::;::::-.:=::::.:::;;:::::::.: :.:::: :-.=:::::: ~::-::::::=:-::::::-::::::::: :::.::::-:::=::::::::::-::::: = .. :: J' --,-•• :.. ·:· ;-::.~. :··1-· ·r 1,,;-.:. :·~ f -. ··:: ,,'1 ~:.· , .... ~:·· ::: 'T t: 1 ;-. ' ;:.:· ~ ,\'\I!\;.; ! .:.:.1 -~~~-~-~==~--==~-==================~======~=~~= ~:~.-·s. :i'.,,i''l-1 .. :· :, ... i:~;.::-··· ·:-h:;.: .. ~:;;··~ i / :=.1 r·· ::.~ ~ .. rf'i ... . '.\ I Ct ..... ;~· :..·- . ~ .L " t;; f:," t:; / ' -r., .,. ~·.;() fj 3 :J. f7Ju 8 RAY COX MECHANICAL SAN DIEGO, ESD INC. MECHANICAL CONTRACTORS CALIFORNIA HVAC PROGRAM BUILDING MASTER DATA DESIGN PARAMETERS: DESIGN OUTDOOR OUTDOOR INDOOR MONTH DRY BULB WET BULB REL. HUM MAY 81 67 5C>'j(. JULY 83 67 50¼ SEPTEMBER 83 67 50" NOVEMBER 76 67 50¼ WINTER 38 (I 50'j(. PROJECT: CLIENT: DATE: DESIGNER: INDOOR DRY BULB 75 75 75 75 75 GLASS SUMMER WINTER GL.SHD INT.SHD ROOM TYPES U FACT U FACT COEFF COEFF CONST 1. 1. 100 1. 130 0.650 0.000 MED .::, i;;;.. 0.570 0.490 0.56-0 0.000 MED 3. 0.570 o. 620 0.700 o. 000 MED SHADING HOR R.FIN L.FIN TYPES PROJ PROJ PROJ 1. 4.0 o. 0 o.o -::, "'-• 3.5 o.o o. 0 ROOF u ASHRAE SUSP TYPE FACT ROOF NO CLG 1. 0.040 1 YES WALL u ASHRAE TYPE FACT GROUP 1. 0.630 A 2. 0.550 B 3. 0.080 C PART. u CLG. HTG. TYPES FACT T. D. T. D. 1. o.oao 8 30 ·=-i;;;.. 1. 130 B 30 7 w• 0.350 a 30 PAGE 1 DAVISON&FERGUSON r,l..D~ &I CARLI 8/27/86 SLE HUMID CORRECTION DIFF FACTOR 12.08 -6 8.80 -4 8.80 -4 20.31 -11 . o. 00 GLASS GLASS HEIGHT WIDTH 9.0 1. 0 9.0 1.0 8.0 4.0 ' ,. ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 2 ******************** BUILDING MASTER DATA (CONTINUED) ********************* GENERAL PROJECT INFORMATION: PROJECT FILE NAME: DAVISON PROJECT LOCATION: CARLSBAD CA DEGREES NORTH LATITUDE: 33 DEGREES LONGITUDE: 117 BAROMETRIC PRESSURE: 29.921 TIME ZONE: 8 DAYLIGHT SAVINGS TIME: YES MEAN DAILY TEMPERATURE RANGE: 10 ZONE SENSIBLE SAFETY FACTOR= 0 ~ ZONE LATENT SAFETY FACTOR= 0 ~ ZONE HEATING SAFETY FACTOR= 0 ~ BUILDING OPENS AT 8 AM. BUILDING CLOSES AT 8 PM. NUMBER OF UNIQUE ZONES IN THIS PROJECT= 9 BUILDING DEFAULT VALUES: BUILDING DEFAULT CEILING HEIGHT = 9 PEOPLE SENSIBLE LOAD MULTIPLIER = 230 PEOPLE LATENT LOAD MULTIPLIER = 190 FLOOR HEAT LOSS COEFFICIENT = 0 LIGHTING ADDED ON A SQUARE FOOTAGE BASIS OF EQUIPMENT ADDED DIRECTLY TO ZONES PEOPLE ADDED ON A SQUARE FOOTAGE BASIS OF 1 INTERNAL OPERATING LOAD PROFILES: PROFILE HR HR HR HR HR HR HR HR HR NUMBER 8 9 10 11 12 13 14 15 16 1. 100 100 100 1C><) 1 C>O 100 100 100 100 ,::, i;;;.. 100 100 l:00 100 100 100 100 100 100 .. '-"• 100 100 100 100 100 100 H>O 100 100 4. 100 100 100 100 100 100 100 100 100 5. 100 100 100 100 100 100 100 100 100 G. 100 100 100 100 100 100 100 100 100 3 WATTS PER SQ. FT. PERSON PER 100 SQ. FT. HR HR HR HR 17 18 19 20 1(1<) 100 100 100 100 100 100 100 100 100 100 100 100 l.00 100 100 100 100 100 100 100 100 100 100 ALL DESIGN DATA TAKEN FROM THE ·1sa1 ASHRAE HANDBOOK OF FUNDAMENTALS ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 3 ******************** BUILDING MASTER DATA (CONTINUED) ********************* DEFAULT AIR SYSTEM DESCRIPTION: THIS AIR SYSTEM OCCURS 1 TIME(S) THROUGHOUT THE BUILDING LIGHTING: PROFILE# 1 IS USED.100~ OF LOAD IS APPLIED TO CONDITIONED SPACE EQUIPMENT: PROFILE# 1 IS USED. t PEOPLE: PROFILE# 1 IS USED. PACKAGED EQUIPMENT IS EMPLOYED USING A CONSTANT VOLUME SYSTEM A 20.0 DEGREE LEAVING COIL-ZONE TEMPERATURE DIFFERENCE HAS BEEN SPECIFIED SEASON SUMMER WINTER VENTILATION METHOD 15.00 CFM PER PERSON 15.00 CFM PER PERSON INFILTRATION o.oo o.oo METHOD NONE NONE ** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/85 PAGE 4 ************** DETAILED PROJECT ZONE LOAD CALCULATIONS*************** LOAD UNIT LOAD TEMP. LOAD SEN. LAT. HTG. HTG. DESCRIP. QUAN FACT. DIFF. MULT. HEAT HEAT MULT. LOAD 7. BUILDING G PEAK TIME 11 AM JULY 1173 SF. SYS. 7 ROOF 1 1173 0.040 4.5 1. 840 2158. 1. 480 1736 E.WALL 1 126 0.630 15 9.450 1191 23.310 2937 N.WALL 1 162 0.630 6 3.780 612 23.310 3776 N.GLASS 2 108 0.570 16.270 1757 18.130 1958 E.GLASS 2 288 0.570 57.094 16443 18. 130 5221 PART. 1 711 0.080 8 30 0.640 455 2.400 1706 LIGHTS 3519.00 100'1-3.410 12000 PEOPLE 10.00 100'1-23(> 190 2300 1900 TOTAL 36916 1900 17334 ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 5 *********************** ZONE SUMMARY OF SYSTEM 7 ************************* SQN ABBREV. PEAK TIME FLOOR SENSIBLE HEATING VENT !NFL EXH SUPPLY CFM NO. DESCRIP AND MONTH AREA LOAD LOAD CFM CFM CFM CFM /SF -------------------------------------------------- 7 BUILDIN 11 AM JUL 1173 36916 17334 352 0 200 1678 1. 4 ---------------------------------- ZONE PEAK TOTALS 1173 36916 17334 352 0 200 1678 1. 4 * MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFILE * ·--------------------------------------------------------------------------- * MAY JULY SEPTEMBER NOVEMBER NOT USED NOT USED * * HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN -ZONE.SEN ZONE.SEN * --------------------------------------------------------------------------- 8 AM 26658 27173 31004 25323 0 0 9 AM 3(>723 30983 34061 27'3'31 0 C> 10 AM 32852 33336 35552 29341 0 0 11 AM 36300 36916 35567 29846 0 0 12 AM 34947 35624 35265 29002 0 0 1 PM 34798 35513 35144 29135 0 (> i.~ PM 33988 34736 34369 28635 0 (l 3 PM 33653 3442(> 34051 28449 0 0 4 PM 32435 33222 32867 27485 0 0 5 PM 31020 31834 31480 26298 0 0 6 PM 29661 30496 30127 25062 0 (I 7 PM 26901 27746 27460 22771 0 0 8 PM 24830 25678 25442 20951 0 0 --------------------------------------------------------------------------- ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 6 ******************** TOTAL LOAD SUMMARY OF AIR SYSTEM 7 ****************** SYSTEM TYPE: PACKAGED EQUIPMENT WITH CONSTANT VOLUME TERMINALS SENSIBLE HEAT RATIO: 0.95 --THIS SYSTEM OCCURS 1 TIME<S> IN THE BUILDING SYSTEM 7 PEAKS IN JULY AT 11 AM OUTSIDE TEMP IS 79 INSIDE TEMP IS 75 SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR WINTER VENT AIR LOAD = 14,066 BiU/HR ( 352 CFM> WINTER EXH AIR LOAD = 0 BTU/HR ( 200 CFM> WINTER INFIL AIR LOAD = C> BTU/HR ( 0 CFM)- TOTAL ZONE HEATING LOAD = 17,334 BTU/HR -----------TOTAL SYSTEM HEATING LOAD = 31,400 BTU/HR **** ALL COOLING LOADS BELOW WERE COMPUTED AT THE AIR SYSTEM PEAK TIME**** SUMMER VENT SENSIBLE GAIN = 1, 54'3 BTU/HR ( 352 CFM> EXHAUST AIR SENSIBLE GAIN = 0 BTU/HR ( 200 CFM) SUMMER INFL SENSIBLE GAIN = 0 BTU/HR ( 0 CFM> TOTAL ZONE SENSIBLE GAIN = 36,916 BTU/HR TOTAL PLNM SENSIBLE GAIN = 0 BTU/HR ZONE LOAD SEN SUBTOTAL = 38,465 BTU/HR DRAW-THRU FAN SEN GAIN = 0 BTU/HR BL0W-THRU FAN SEN GAIN = 0 BTU/HR MCL SUP.SIDE COIL GAIN = 0 BTU/HR MCL RET.SIDE COIL GAIN = 0 BTU/HR SUPPLY DUCT HEAT GAIN = 0 BTU/HR RETURN DUCT HEAT GAIN = 0 BTU/HR AIR HANDLING SUBTOTAL = 0 BTU/HR ----------- TOTAL SYSTEM SENSIBLE GAI = 38,465 BTU/HR SUMMER VENT LATENT GAIN = 2,453 BTU/HR ( 352 CFM> EXHAUST AIR LATENT GAIN = 0 BTU/HR ( 200 CFM) SUMMER INFL LATENT GAIN = 0 BTU/HR ( 0 CFM) TOTAL ZONE LATENT GAIN = 1, 900 BTU/HR -----------TOTAL SYSTEM LA'TENT GAIN = 4,353 BTU/HR TOTAL SYSTEM COOLING LOAD = 42,818 BTU/HR INTERNAL LOADS SUMMARY: 3519 WATTS OF LIGHTING, 0 WATTS OF EQUIP, AND 10.0 PEOPLE TOTAL SYSTEM SUPPLY AIR = 1,678 CFM BASED ON 20.0 DT TOTAL CONDITIONED AIR SPACE = 1,173 SQ. FT. SUPPLY AIR CFM/SQ.FT. = 1.4305 TONNAGE PER SQ.FT = 0.0030 TOTAL TONNAGE REQUIRED FOR AIR SYSTEM 7 WITH OUTSIDE AIR= 3.57 TONS -1 ' _-, ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 7 *********************** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN JULY AT 11 AM THIS SUMMARY INCLUDES ONLY ZONES 7 THROUGH 7 OF THE ENTIRE PROJECT OUTSIDE AIR QUANTITY <CFM> SUMMER VENT AIR = 352 SUMMER !NFL AIR = 0 PRE-COOLED AIR = 0 -------- TOTAL SUMMER AIR= 352 WINTER VENT AIR = 352 WINTER INFL AIR = 0 PRE-HEATED AIR = 0 -------- TOTAL WINTER AIR= 352 r. OF TOT SUP AIR 20.977"/. (l. 000'1- 0.000"/. ------- 20.977"/. 20. '377"/. o. 000'¼ 0. 000'1-------- 20. 977"/. "SENSIBLE BTU 1,549 0 0 -1, 549 14,066 (l 0 14,066 LATENT BTU 2,453 (l 0 2,453 TOTAL ZONE HEATING LOAD LESS INFIL TO ZONES= 17,334 TOTAL BUILDING HEATING LOAD = 31, 400 --------------------------------------------------------------------------- * MONTHLY AND HOURLY PROJECT ZONE SENSIBLE LOAD PROFILE * --------------------------------------------------------------------------- * MAY JULY SEPTEMBER NOVEMBER NOT USED NOT USED * * HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.!:?EN * -------------------------·--------------------------------------------------8 AM 26658 27173 31004 25323 0 0 9 AM 3(>723 30983 34061 27'391 0 0 10 AM 32852 33336 35552 29341 0 0 11 AM 36300 36'316 36567 29846 0 0 12 AM 34947 35624 35265 29002 0 0 1 PM 34798 35513 35144 29135 0 0 t.=:: PM 33988 34736 34369 28635 0 (l 3 PM 33653 34420 34051 28449 0 (l 4 PM 32435 33222 32867 27485 0 0 5 PM 31020 31834 31480 26298 0 0 f:, PM 29661 30.l~96 30127 25062 (l 0 7 PM 26901 27746 27460 22771 0 0 8 PM 24830 25678 25442 20951 (l 0 --------------------------------------------------------------------------- . . .. . .. ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE S *********************** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN JULY AT 11 AM LOAD DESCRIP QUANTITY UNITS 'y. OF BLD LOAD SENSIBLE BTU LATENT BTU ROOF 1, :1.73 SQ.FT 5.040'1-2,158 WALL 288 SQ.FT 4.2f1'1-1,803 GLASS 395 SQ.FT 42.505¼ 18,200 ---------------------------SKIN LOADS 1,857 SQ.FT 51.756¼ 22,161 PEOPLE 10 LIGHTING 3,51'3 WATTS EQUIPMENT 0 WATTS PPL-LGHT-EQUIP 37.835Y. 14,300 1,900 PARTITION 711 SQ.FT 1.063¼ 455 INFL AIR 0 CFM O.OOO'Y-0 0 VENT AIR 352 CFM 9.347'1-1,549 2,453 PRE-TREATED AIR 0 CFM 0.000,Y. 0 0 DRAW-TH RU FAN LOADS 0.000,Y. 0 BLOW-TH RU FAN LOADS 0.000'1-0 MCL SUPPLY SIDE COIL LOADS 0.000'1-0 MCL RETURN SIDE COIL LOADS o. 000,Y. 0 SUPPLY DUCT LOADS o. 000'1-0 RETURN DUCT LOADS o. 000,Y. 0 REHEAT o. 0001-(I RESERVE CAPACITY o. 000,Y. 0 ------------------------------TOTAL BUILDING SENSIBLE & LATENT LOADS 100.000'1-38,465 4,353 TOTAL PROJECT SUMMARY '1-OF BLD LOAD SENSIBLE BTU LATENT BTU TOTAL BUILDING OUTSIDE AIR VENT LOADS 9.3471-1,549 2,453 TOTAL BUILDING PRE-COOLED AIR LOADS o. 000'1-0 0 TOTAL BUILDING OUTSIDE AIR INFL LOADS o. 000,C. 0 0 TOTAL BUILDING ZONE LOADS 90.653,C. 36,916 1,900 TOTAL BUILDING PLENUM LOADS 0.000¾ 0 TOTAL BUILDING AIR HANDLING LOAD 0.000" 0 ------------------------------TOTAL BUILDING SENSIBLE AND LATENT LOADS 100.000'1-38,465 TOTAL BUILDING COOLING LOAD = 42,818 BTU/HR TOTAL CONDITIONED AIR SPACE = 1,173 SQ.FT TOTAL BUILDING SUPPLY AIR CFM = 1,678 CFM SUPPLY AIR CFM/SQ.FT. OF CONDITIONED SPACE SQ.FT OF CONDITIONED AIR SPACE PER TON TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE = 1.4305 CFM/SQ.FT = 328.7402 SQ.FT/TON = 0.0030 TONS/SQ.FT TONNAGE REQUIRED WITH OUTSIDE AIR = 3.57 TONS 4,353 t, ,. .. ,, ,-1 --.. J. Certificate of Compliance (P~rt· -.· of 2) Performance Requirements (: r::~·f 13 . . ?·· ·-===========-----=--..... -------~-~ .. ~ /l)ultt0 J 1½~,w ~ ~ 11l2::,I~·· , ( .. -~t!,,,!l~W~Ao.PP"::,~:__1.l.,__ __ r"7 __ bai_a_to_ot_cti_ro_li~-ie-."~-= . i'rof~Tlvi1i1tact/Engineer For Enforcement Agency Use Only Budding Permit Number ( ' / ~5,~ OAsl?-6 Pro}..-ctlocauon Principal Designer. Tho proposod building will be in substantiO: compliance witn :ho California Building Energy Elliciency Stanriards provided it is built according to tho plans and specifications and provided lutura improvements. a.re complet~ according to tho requ_1rem!3nts indicated on this Certificate of Comphanca. The plans and spec1ficallons have been prepared to" indude all significant energy conservation , features required for compliance wilh J.he Standards. Building areas that are unconditioned and/or not subject to U,e standards are indicated on the plans. I Owner. The energy conservation features and performance specifications indicated on this document and on the plans and specifications shall apply to future alterations, unless compliance is demonstrated anew and a new Certificate of Compliance is submitted. A copy of this Certificate will be retained and transmitted to future tenants, subsequent owners or others with responsibility for making improvements or modifica:ions to the building. If this certificate is lost, a new Certificate may be required before a permit is issued !or alterations. Unconditioned areas are indicated on the-plans and, ii these areas are conditioned in the . Pliin'Checked By r-ieloCfieckei:l By Approved By Dato Date Date . En111gy Analyat. The ene!"!)y performance analysis summarized.b&to'-h. 1 was performed using an approved CEC calculation method, with CEC :ipproved fixed and restricted engineering inputs for th8 applicable climate zone and occupancy type, and using a reasonable representation of building zoning and physical configuration. All significant energy"· conservacon features are list~ be w;t5r on an attached;supplement ,, ' ' -~ ll '3/c;]g Signed Dato 1 ~I Ca'I<. I VI Cf: f~I t::t?:wT N me I e. I •.. 1 ~ ?ex,,. Hi?.c:l:rP<N I c.A:L · Gonoral ·. · . Aaference J 1 Unconditioned or Multi-tenant shall? • • ._.,,«--_ (YIN) 2 CEC Occupancy Type • • • • A -I _ft:1::_ 3 usc·0cc. Group/Division • ; A-1 kfU? .c Cfimata Zone • • • • • • • • 'f>1 l';b _7...___ 5 Conditioned Floor Area ••• .Q,JtftH:-1, 99'1 6 Unconditioned Floor"Aiea • • • Nt-..~ 17,?'H,g ,t sf 7 BudgetTable(fr.Standards). 168~uf> '2-7:Sie.. a All. Energy Budget (WS-1A) • W~--IA I 4-t, kBtu/sf-yr 9 Calc.MethodCECCode, •• 'BBrur :xr, ,i.o\-\ future, they must be made to comply with the applicable energy I · ,..,.,,.,, "' in ""· dJ. 6' . ' 1 O Multiplier • • • • • • • • • • _-:_-:_-::,_ I , 0 _ 11 Annual Energy Use Estimate .Q.Jt:!'Lff-l ~ . ·kS-ruisr:yr Envelope R,,qulrement1 . l/t/1if: ,go,rura anJ~ ' -~e i?Wlm r f1r:::?t,,JC-1pAL-~'{J ¾?b. I rt. fA@p,/f?]? $ ( '-·· ooress. ~~~}~e &A 9z,-r112 · Enforcement Agency. The proposad buildin9, and future alterations will comply w11h the California Building Energy Efficiency Standards, provided luture alteracons meet the requirements indicated on this Caroficate and all applicaOle mandatory mtJasures, as long as the building occupancy typo rerr.a,n: :;~~!-anged. . Signature Oa1e Name/Tide 9oncy xaareu Clly1Stata1Z1p 12 Average Roof/Ceiling Rt ••• Cf-'Z, .zz..,g$'" h-F-sf/Bru 13 Av01age Exterior Flo« At •• •·--i--iJ,b.-h-F-sUBtu 1-t Average Opaque Wall Rt • • ·--i---~70 h-F-sYBtu "15 Glazing Area in Wall •••• ·--i--4?/l sf 16 Average SC (Wall glazing) •• ___ t:J,Sl,, 17 Glazing Area in Rool • • • • ··--i--- 18 Average SC (Roof glazing) • • _ _._ '_ Ughtlng Requirement• 19 Allowed Whole Building LPD • fiJ\1/f-l 20 Allowed Common Areas LPD -~ 21 Allowed Tenant Space 'LPD • • . 22 Package Lighting Reduction • 23 Lighting Controls Required? • t...!6-. I-IA-,.~ ± µ sf watts/sf watts.'sl wans/sf" wattslsf ~~l. M~hanlcal Requirements · 24 System Type r • • • • _. • ~JW'fa) ~ yU H·e: 25 Unit Fan Power •••••• ·f~,j§JD Q,C?:10 watts/cfm 26 Rated Cooling Efficiency ••• ± (b • 0 ~(units; 27 Rated Heating Elliciency • • •• ~ ~(u,:,its: 28 Economizer cooling? • • • _l::L__ (YIN) NotL Attach adcitional, detailed n,quiroments of mea.sures necessary for compliance. Attachment becomes part of CA!rtrlicata of CQmpManco. 29 Supplement Attached? • • • ·• • • • • • J (YIN). . {"' ~ Performance Compliance: CF-1· E~ Certificate of Co111pl-iance-(P_art 2 --~t ~.: a.a..= .,_ ~ •.:-;;..~ .C..~t·--=---=---=-----~~-~-.. ~·~ ~'}OU f'kdf1~ ~1*} 1~:,J,1b1'1~ (-· ~1e~'fxi ru%,,~rml%1tA!-l leA-L (~~~P'f.:-21r11 oO For Er.!orc:e~nt Agency l!,~ c~,ly ~ Plan Checked By Data '-----------------------·------------------------ Note. More than one Part 2 may be submitted, but all must rolarar,c•• lho su.,a Part 1. The person responsible for preparing the oomplinnce documentation l.;;r each major building system acknowledger. t1·,e fci~owino ,:,.,,nµliance statamcnt by signing the appropriate sp:1ce bolow. · Compllanco Statement. The proposed building improvemenl.l -suh-st::.,,ti.i!l,· comply v.ith the requirements indicated on !he Certilicato ul Compliance for this building. dated · , , The plans l'r.G s;,ecit:cau,:ms include the significant energy conservation features and the complianc:a documentation 1s consistent w,ih the plans and spedfi::-.ation!;. I · .. '·· I· :E'.nlorcement Agency Date Lighting /", ,8 Basis of Allowed LPD • #- \ ' ' I ( " Allowed Proposed 9 LPD .......... ¼ watts/sf 10 Package Lighting Re_dµction watts/sf 11 Adjusted LPD • • • • • • • •5" -~ watts/sf 12 Lighting Control Credits? • (YIN) Other requirements: i?~n~ 1o fb~ ~.p~,~~ .. ·- Mechanical Allowed 13 Unit Fan Power. • Q,Q:fo 14 Rated Cooling Efficiency • • 8 • O - 15 Rated Ha a ting Elfiden~ • • '3 • O --· 16 Economizer cooling? · 1-l Other requirements: Proposed t>,Q90 8,0 .. '3,0 jj warts/elm ~(units) ~(units) (Y/N) ~nlorcement Agencr,. _ ,Date Eittentolmpr~' . :~· dii€6~ Q' tV :11 l<i Enforcement A11ency Cata -.-----=-===-----=---..... .....,...,.,..,...,=-,..,..=------------..... """"---,..,=------2-------..... ------,r,r:: Form Revised Juno 7. 1988 Psgo __ of __ .. :.. j .... I • ' . . '"~-' I • ....... 1 , ••• -U ·-·-.,, ., • ...,, ..... ... .,.. -· $ a a C Proposed Adjusted LPD Tailored LPO Approach (wnen applicable) Ta 11t.ti111 Wllfa !CF-$) ••••••• .,t 3~~ w~ a ~ end! wce:a IWS-H! • • • , • , . -:;::.._ Wl!l\n ., ~W,m(tn1·UM2J,.,,. ?l!lW&III C ~ ,-. AftM • , • , • , , , , .a 1 WR& k,r ~: A· M (W11.IC) • , • • , , __ WUI 2 t~~fllrlC if.f!~W) •••• ___ w.a 3 Hon-Tt!NI 'Wam 11:W IC 9: l F {WS,st)) •• __ Walla "' 'iMA Wus !Cir IC· 0, H i I (WS.SE) ,. • • ...__ WIiia $ ~ LPO (l..hP,, Lint •> • . • , • • •. h J:L_ w~z $ Hm-,f.a.,m. Webb' )C·Q, H & I (W'$-AE) • ....._ __ Wdl 6 ~~ ~ ~1*1G fW$-Sfl) , ----w-. 7 Ta:llll~W.m(llwtt~) •••••• __ W• u C<a-iciticrnc4 F\ooi' Anft • • • • , , , • • __ az e ~ LPO (lN 11 UM II) • , , •.•. __ Waaa,12 Wtlole Building LPO Lun1inaire Schedule A I C 0 E F· . ----- Ul'IW",dlin Ad• ..no& In W...p.- ~lll'l(lt ~~ ~of ~ T* C. Ot.:affienl-l ~"" DM.~ttof) L!.fl\it'if.ffl (wlc(.W!MQ WP 1,-,po,. ···-·~ J!--7 -'!./ Fl.lo Ct•>/~ /08 Q7..:t.. ~ i----~ -· ~, I .:,.,He c_,.1//.U;,.) -~ 72-pVt:.. ---~--·..i, -.:;-'/ ,r: .,-i!1 C (.JIS <. 2.-7.Z -/ffy" , .... -..,__ .. ,.., . --------------~-----.. __ 4" __ -. ~-------------· --- ,..__...._._~ . ----w• . .,.._.. ______ --., ..... ---~-· ··-........ (>._,.,,,,,.__.~.....,... ., __ _,,..,._.,....__,~ ---· -----· -~~-....... ----.. P-TOIIII /"::L111...° 7)!~ J ··---, .... , ....... -·..;;.;..;·,-~--;.;,·-~-·;;;;·· ~-_,-.,.;,;;--~-;;.;;;;==.;;;;;;-;;;;_;;:;;..,.;:;;..,;_;;,...:;;.. ~.:;;;;==============:.-.::.:=====-== 11,,nn ~,u.a,c! ~ 1$58 , I, ·Mandatory Measures Checklist PrOjoct I u . lfi-£4-t ~ t1tt:AAl1rAk 11 / ~/?R, ontation Author/Finn . oJte 1 ""' , ··~ Envelope Measures I • Roforonoa In ' ConalrUcilon Documents MF-1 For Enforcomont Aoency Uso Only Checked By ( 1 Photooell aensora with a d'lfuslno cover Md . no op~ue cov« por 2-5310(0)5 •••••••••• Oa.1.11 Roforunco In Con1truction Oocumeota UA ( ) Cortiffod ln1ulatloo matoriola por 2-S:311(n) ••••••• o11-fQ ( ) Manufncturor'a lnalrUctlona provldod for lndollatlon Md cnlibrntion pot 2-5310(0)6 •••••••••••• --+-- [ ) lnaulntlon lnatnnod lo moot name spreod and smoke ·· den1ity roquiromoolll ol 2,53ll(b) •••••••• · •• (Z/1/P, · [ J Pro~rln:stallatlon of oontrola Jncludno sonoorlocatlon, CIOrllllcadon ol lnllinl cnlibrutlon and control ol luminairoa only within dayllt area por 2·531!l{o)8 ••••••••• --1--( ) Uron fonnoldohyd& fonm Insulation 111 lnatallod por 2-5311 (c) • • • • • • • • • • • • • • • • • • • • ( J Visible oraudblo mnlfunctloo nlanna por 2-S31!l(!J) ••• --+-- [ ] 11otrolit ln11ulotlon apociHod 1111 por 2-5313 ••• , •. , · •• --+-- [ 1 A1r1nm1ra11on111m1n1m1zoc1byapoc11icat1onof Occupancy Sensing Devices (whon walod mnnulucturod door.I and windowa and proper. . '" --applic"able} -' walino and wonlhontrippino a11 pot 2-5317 • , • • • ·• _ __,__ Lighting System Measures [ ) Cortiliod lumlnnlros/bnllasb por 2-S314(b) • : ••••• __ ___ ( ) lndopondont control w/ onclosod nrons por 2-5319(n) •• ---+-- ( ) Manual swilchino roacmy nccoasib!o por 2-S319(b) •••.• .._--+-_ [ ) Roduction of liohtlno lood lo nt loast ono hair per 2-5319(c). Occupancy wnsorx or praommmablo timers mootino CEC aitoria may sub11tituto • • • ••••••• ,_--+-_ [ ) Saparntuwirchino of daynt aroas por 2-S319(d) •••• ---+-- [ ] Soparnlo swilchlno or dis play and vnlanco llohtlno in retail and wholo,alo 11torod pot 2·5319(h) , , , •• , __ ___ [ ] Aulomntlc control or display J;jhtlnq In rota!! . andwholosulo 11101'011 por2-19(h), , , , , , •• , • __ _ [ ) Tandom wlrino of oner and throo-lamp lumlnalroa pur 2-5319(i). • • • • • • • • • • • • • • • • • • • .,_...__ Daylighting and Lumen Maintenance Controls (when applicable} · [ ] Uniformly illumlnation roducUon to one-half por2-5319(0)1 ••••••••••••••••••• _ _,__ [ ] Flickor froo opomt!on and no promnturo lamp rallum por 2-5319(~)2 ••••• : • ~ •• · ••••••••• --a-- ( ) llmo dolaya to prevent undoairablo cydlna por2-5310(e)3 ••••••••••• · •••••••• ___ _ [ '] Step sw!tchlno dovlcea with l&fllll'lltlon botwoen . , i, 00/oll 101tlng11 per 2-5310(0}( •••••••••• ·• , ·---- Fann Reviaod Soptombor 1986 [ } Fllckor froe oporntion and no promnturo lnmp fa)luru por2-5319(o)2 •••••••••••••••• --&--- [ ] llmo dolny11 to provont undoslronblo cycnno per 2-5310(0)3 • • • • • • • • • • • • • • • • • • • -+-- [ ) Visible or audblo mntrunct!on alarms por 2-531 !l(o) • • • _,..__ [ ] Umlts on omissions por oxcoptlon11 lo 2-5319(0) • • • • .. 1 HVAC an_d Plumbing System Measures [ ) 'Plplno ln11ulalod as roqulrod by 2-5312 •••••••• ~ N />( ( ) Cortillod HVAC oqulpmont por2-5314(a) ••••••• ·;, ·b Vt--3, · ( ) Cortiliod plumblno o~lpinont por 2·5314(a) • • • • • • r.JA: , [ )-~-Hoatlngandcoollnoo~lpmontoltidoncypot2-5314(b). ~17 [ I Piloll&aa lonltlon ·of oas npplfancos por 2:5314(c) • • • • __ i:JA [ I '"Aulomnt!ccontrola forolf-houns por2-531S(a)1 •••• ;-{;,~~ ( ] Thormostat sot point roqulromonts por 2-5315(a) • • • • ' II • . II [ ) S&qtiont!al oontrol of hontlno and ooonno por2-531S(a)3 • , __ _ ( I Automatlc oxhaustrnn ~a;,,pors por 2-531 S(b) • • • • • 11 [ ] Thormostnt controls for oach ?000 por 2-531 S{b) • • • , --, ~ " [ ) Vontilatlon pr01ildod por2-S316 and 2-5343. ~-•• , ,·~;f)~3 [ ) Honters for dom&st!c hot water and/or pools por 2-5318 • N Pt ':, .. -·:·· ~ • I . ... ·,··· ' •, .. PB!JO _or__;, ... ·: -~ . .· . . . .. '. ' , .. ' . Energy· Budgets W9rksheet -WS-1A For Enforcement Agency Use Only Ray Cox Mechanical, Inc. Documentation Author/Firm Checked By Date Summary Data Socond Gonoratlon Standard• Occupancy Typos J .,., .. • I' Condilioned Floor Area • • • • • • • • • • • •· • • • • • • • • • •! • • • • • • • • • • • • • • .• • • 2 TotoJ AJlOYted Enorgy Use • • • • • • • • •· • • • • • • • • • • • ; • • • • • • • • . • • • • • • • • • ~l!e tt2 kBtu/yr 3 Energy Budoot (Uno t / Lino 2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • l~e, kBlu/yr-ft2 Aral Gonoratlon Standard• Occupancy Typos 4 Conditioned Floor Atoa • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~ tt2 5 Total AJIOYJed Energy Use ••••••••••••••••••• · •••••••••••••••.••. , .• 6 Energy Budget (Lina 5 / lino 4 ):1 •• • • • ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~ kBtu/yr kBlutyr-ft2 .,, Second Generation Nonresidential Standards I I. I A B C D E F a . ·H . J C.o-1n1(1oilf:O Total CO!Jj?t11ca.ll<f) 6Jf-l?4t( Adjusted Allowed Fr:121r,i:-1rr: Conditionod rt1-11T.-re~ ~1~rer µA µ,b.. Energy Ene~y Occupancy Description/ 1--1:~1;,111( Floor Area f"A110 -Budget Col Ix ol D Type Floor Number . ---for Catagory :ol E +ColH (kBtu/yr) l-'20 ,1:lt ALnlZ--14-1.,-Ci'l<tJ ;,of 141/ 14/,., IA5"""Alt, .. . ,. I . .. ; ' -.. ,_, .. . . Ii ' ' ... .. ·-· " . .. I .. i I ... -.. '/ ,, Total qqr, Total Allowed Energy 14~4-ll.tJ First Generation Nonresidential Standards A B ,, C D E Energy Allowed Occupancy Description/ Floor Bud~et Enert Type Floor Number Area (kBIU tt2) Col ex-ol D I-IA. . .. ······ . .. f ,_,,_ • l\o I;, .. Total ---Total -- Fotm Revised September 1986 Page __ ot __ Envelope Summary Form and Worksheet (Part 1 at 2) CF-2 't' Ray Cox Mechanical, Inc. Documentation Author/Finn I D te Roof A Roof Type -c Total B C D Proposed Area/ Area A-value A-value qqe, . q9c; ~L'l,,~~ 4-~ ~() . .. ' Total 43J~ Average A-value j zt,,e6 j Col B/Col D ,..---· .Glazing in Roqf A B C D Surface Area Type North East South i..Jb- ' I -· Exterior Wall Area A B C D Surface Area North East ' South ,, ..... ·~·~. ~4-' &Jh Form Revised September 1986 E West E West For Enforcement Agency Use Only Checked By Date Exposed Floor Area/Soffits A B C D Floor/Soffit Proposed Area/ Type Area A-value A-value LA -. "' - ' Total -Total - Av~rage R-value ! ___ __, Col B/Col D F G H I Horizontal Total (At) Proposed U-value Prorcsed ~ -I j •• I Total - j: " Total Page __ ol __ .,, ... i .------ Envelope Summary Form and Worksheet (Part 2 of 2) CF-2 Projeci(o Ray Cox Mechanical, Inc. Documentation Author/Firm Opaque Exterior Walls and Doors A B C D E Surtace Area Wall North East South· West Type (An) (Ae) (As) (Aw) :c / ::;r:) ,') 0 qr.; " :II 0 ::i.n,,,, ~l~ 0 " ,, " . ' -.. Totals /3o Be,(, a,~ 45 rf-C,A\/~ ero /,qJ ---B:i.. .)-, r,,z...1_ ·- 1s,4-1-4-t Glazing in Walls· A B C D E Surtaoe Area Glazing North East South West Type (An) (Ae) (As) (Aw) :t:: 1.,-1 (, 0 0 '2.-1 (, ~ Totals . '7.IC., 0 0 Z..l l,, Form Ra.vised September 1986 For Enforoement Agency Use Only Checked By Date F G H J K I · Proposed Wall Requirement ' . Total Heat R-Value R-Value (At} Capacity (Rt) At/Rt (Ar) At/ Ar 'Z-'"t-'i. /<; ,4-/,3~ 111,Z, NA Ub,. I CoZ-1 /,44' lo. /,,4, ,r;7,,;; I ! ' fJS'o Total 1,tfj. 7 Total 'I Proposed Required ... Weighted Average R-Value ! :3. tO I ColF/Coll ,_ .... ~- F Total! (At} 4-~1~ I. ! 4-~'L, I . ... ,, Col F/ Col K G H J K Glazing Characteristics Weighted Averages U-Value o,i:,-, Total Area Wost Area Total Area SC x U-Value xSC xSC C).,S(., '24-(p. 1-}1fl, <j 241,tj Totals 'Z4t. Z, /7,,() .q 14-f ,q U-Value West SC Total SC Averages ! /J ,'?1 0 • .;-t;, i 6 ,t:f,I, I Col I/ Col F Col J / Col E Col K / Col F Page __ ot __ • ·,t •,1-I 1··.-,_·-.. _; ........ ---- / Construction Assembly Compliance Form CF-3 For Enforcement Agency Use Only Ray Cox Mechanical, Inc. 11 /:3/£,$ Documentation Author/Firm 'Dafu Checked By Date General Information i 1 Assembly Type and Number • • • • • • • • • • • • • • • • • • • l. . . . . . . . . . . . . . . . ; .~'O 2 Framing Tyr,e • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 Framing Size • • • • • • • • • • • • • ; • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • 4 Framing Spacing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ·• • • • • • • • • • ZA:: inches 5 Insulation in Cavity • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 19 F-ft2-hr/Btu 6 Effective R-vaiue or Cavity/Framing ; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 19 F-ft2..hr/Btu ,,, ,i~f17 Sketch of Construction Assembly List of Construction Components· A Description 1 f3U 111' -u f' 1?-00(, f..lq 2 · Yz" ?L-Yhl~l2 i ' ( , '. ' ' B .,. i.·~ •.•.• '! R-value , .. r:,,3-; Q.bZ.. . ~ . ' ,• . . ..,. . ' ~. ,( .. ,,_,. •..,., •,11 .• C Wall Weight (lb/fl2) ~ • .. f I ''!. . ..,'. D Specific Heat (Btu/F-lb} E HC ColC xCol D (Btu/F-sf) 3 Alf'Z-. ?f'Al& Q .f;o ., _____ ---------- 4 g-19 I NSUkM]ON ll} ,O s Aml½-(tC--: 111~ 6 7 8 Total R-Valuo w/o films • • • • • • • • • • • • • • i,t , 0 9 Inside surface air film • • • • • , • • • • • • • • • _.c;.(>_._;;;b_.,~:;;._- 1 O Outside surface air film. • • • • • • • • • • • • • .,--'0-"'--,_,1:....1.___ 11 Total thermal resistance (Rt) • ,. • • • • • • • • i. • t,.1,.,, 0!;? 12 U-valuo (1 / Line 11} •••••••••••••••• 0 • 014 Form Revised September 1986 Total HC Page __ ot __ ·, J·' ..... lh" -. r: .: : , ---,/ \'; ·; -. Construction Assembly Compliance Form CF-3. ·· ... For Enforcement Agency Use Only"' · · Ray Cox ·Mechanical, Inc. !1 /a/{P Documentation Author/Firm I Oa!A Checked By Date General Information 1 Assembly Type and Ntiritbei-: • • • M.... • • • • • • • • ·• • • • • • • • • • • • .... : • • • • • • • • • ~ • bJ&k 2 Ff'Bn11rtg TyJ>O • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t:::lA Framing Spacing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -. • • • • • • • • • • inches 3 4 5 6 Fran1ing Size • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~ lnsul~tion In Cavity •• : • • • • • • • • • • • • • . • • • • • ••••••••.••• ; , • • • • • • • • . F-ft2-hr/Btu Effective A-value of Cav1ty/Fram1ng • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • F-ft2-hr/Btu , . · .. ·. tP: . .. . . /• -. .. . --.&, .;;,·-.- •• • f _. -· 5h . . . · .. Sketch of Construction Assembly· List of Construction Components A 2 3 4 5 6 7 8 Description c/ co~~ :Pk:f-Llf Total A-Value w/o films • . . . . . . . . . . . . 9 Inside surface air film • . . . . . . . . . . . . . 10 Outside surface air film. . . . . . . . . . . . . 11 Total thermal resistance (Rt) • . . . . . . . . . . 12 U-value (1 / Line 11) • . . . . . . . . . . . . . Form Revised September 1986 . . . . . B A-value Q,4£, o. 16 0, G,S3 . b, 11 ,, :2'2 . O,J? I i C Wall Weight (lb/ft2) 7Q D Specific Heat (Btu/F-lb) C1' 'l1,,, Total HC E HC Col C xCol D (Bll;'/F-sl) 1'2,k Page __ of __ li !, ..... :··· •• r ,.,....,.,._ Construction Assembly Compliance Form CF-3 For Enforcement Agency Use Only Project Tide Ray Cox Mechan-fca 1, Irie; .... Documentation Author/Finn Checked By Dato General Information LJP-1.-L.-- 1 Assembly Type and Number • ." •••••••• :· •••••••••• · ;· ••••••• :·,·: ••• ~ ~ ( f'A-t!fr(!o,-.f) 2 Framing Type • . . • . . . • . • • . • • . • • • • . • . • . • • . • • • • • • • • • • • . • . • . k\J OQP 3 Framing Size • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • 21:-4 ' 4 Framing Spacing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~. • • • • • • • • • IC::, inches 5 Insulation in Cavity • • • • • • • • • • • • • • • • · •• ; • • • • • • • • • • • • ~ • • • ·• • • • • • 11 · 0 F-ft2-hr/Btu 6 Effective R-valuo of Cavity/Framing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • $. ,3 C2. F-ft2-hr/Btu . Sketch of Construction Assembly List of Construction Components A 1 1 Description ~ tq+f?2UM E2DA12P l 1,) 2 1(-11 I iJ$UI A<:rfo tJ . 3 4 5 6 7 8 Total A-Value w/o films • • • • • • • • • • • • • • 9 Inside surface air film • • • • • • • • • • • • • • • B C D E Wall Specific HC Weight Heat Col C x Col D R-valuo (lb/lt2) (Btu/F-lb) (Btu/F-sf) _o_. q_,_O ____ 5c...:.'...;;;.z_:.o __ O_. 2...::{,"--~ e .3fi o .15 C>. ,...., o. o ~ °t ,,z; B o. roSi · Total HC 10 Outside surface air film. • • • • • • • • • • • • • • 0, '1.81 11 Total thennal resistance (Rt) •••••••••••• _..L)=Q_,.,.,t;4'-'-_ 12 · U-valuo (1 / Lino 11) • • • • • • • • • • • • • • • • 0, 094:: Form Revised September 1986 Page __ of __ . , , . . ... : .. ·. ... 5cM . q~ 1+.:u~f.1Jow_:;; .. ~, B.4'~ .. ''. i .. · -_ . ~-~=~-~~ :·. -~:~-~l=~'.;~:;~J~~~:~~~;f ;·-~--~~~:---- " ...... _:· ~ .. ·~ :·:·:··.t:"."·, .. ·1~.-~::;:.,: .. ·, .:····.:·· ·. ·. ·:·'\",' -----+1----~-,----:. __ ~-,-.---!-~~_____:,;~_:._. _____ ·-··--.. ·-----.. -.... --.................... -.-... __ ..... -.. ·-·---·----·---· ......... ·---· -------. --~~ ~:.~~ ..... :'.:':,·_.·:·.-: :>·:,:·.;.,·:::\~:.: .. {:;·'.:.-' ... · ,-: . . . ................ _ .. , .. _ ... _,, ___ . _____ ........ _ ............. ____ ... _· _ _ _ _e:~~!?.,:,1~) r ~~~:J)(to:Z.~+-----~-~-c,_,1?--<t,, -f r'ii-< ______ _ ______ . __ :. .. ~ ..... :: ......... .c-l1Pe..)_· --.. -· .. ,·'M~~ )'· · ._ ..... ·. · ..... ___ ....... -... -... ~.--... J.·?1 .. ? _ .·. lf.t~ ...... .-.... .. _ : .. ~~ .. -------·· .. ··-----· -........... tf ....... ?_~_(o· 11~?. C1~+~X,{P....~~J_)~'-ff-!:!) ....... ---~ .... ~ .......... -~. .. ~:. o.9.~ W/ 4-.. ·-·--.· ... -·:.. ' . . . .:.· ~ .. ~ )/. :, > .. ·.-. . . .. .. ' . __ ..... -... ·-·-· ....... .. . ..... .. . . . .. ... .. .. .. . ... .. ... . --· ....... -.......... --·---···· ... am r .... ,-~....,...----·· ·~: · . '.~ _<. · ... : . __ .. _ ...... _............. ... .. . .... __ ...................... . .... ... -................. __ ,, __ .. · .... f..P .... =-..... (b.·\l~!L14-b)~t~{)-·:1)(9fito) ..... · .. --·--·-·· .. : .. . _o. IZ-~ .~ /~?- ....... _-....... --.. ·--_ .... _ -~ ... ~~~ ...... =: ____ (Jjqt~D.-~/.-~( 99 ft?~ .. -.. _·.. · . -.......... ,..... ~ .. · .. I, .4-o.~ _f/t=:i -z-. . . ' -· --~-'-..----.-l'J'.. -= ~~CJ~Jl~(~,4{.. ~-J&.00.il.foe)..::---· . '> 0 :0t> ~If . ' • ", ' ~.,,.' 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' . . ......... ·. ·.-....... ,,. .... _ .................... -.. -·---·-----'---·---.... -............. .. ·, •• 'J ----· -. -·. _,_ .. ________ ... -................. ·--····-·· ___ .,,. __ _. __ .,. ····--· .. . . ·.· ·.·:·. ·-:,·,: .. . . . . ·. :· .. ::-~ .. : I ··:·: ... :.:,:,-.· ,.· .. ... : BRAKE HORSEPOWER CALCULATIONS RAY COX MECHANICAL INC ..... Q ·Jo!-Ps WHERE: Q = CFM BHP ----------------Ps = TOTAL STATIC PRESSURE (in. water) EF~ = MOTOR EFFICIENCY 6356 * EFF =============================================================================== DAY & Nil3°H~r . -542GPOLt.~ (3. 5 TON) PACKAGE_D HEAT PU('IJP Pi=. 1 Pex= .5 Ps= .6 Q= 1400 EFF= .7 • 6 * 1L•OO BHP=-------------------= 0.188 6356 * .7 BROAN 360 EXHAUST FAN Pi= .05 Pex== .1 Ps= .15 Q= 100 EFF= . Lt • 15 · *. 100 BHP=----------+--------= 0.005 6356 * .4 I I .. ! ,,, ... , .. \ (!""'""'·· I • . ·,.'! . ' ._._. ··.v ~ day& night. .. · Day&Night Air Conditioning lnd1anapoi,~: IN· C,ly of Industry, CA PRELIMINARY PRODUCT DATA NOTE: Use the information in this publication for preliminary reference only. Model 542G is our latest generation of packaged heat pumps for residential and commercial applications. These heat pumps are the result of our firm commitment to the design and development of the finest heat pumps modern technology can offer. Our commitment is backed by our advanced engineering, testing, and r~search labo- ratories; and our wealth of practical experience. Model 542G is designed in one basic cabinet size, fea- tures a round side-by-side duct configuration on sizes 018 thru 048. Rectangular duct configuration is available on 060 size only. Voltage options meet most residential and commercial requirements. Models install easily on a roof- top or a ground-level pad. FEATURES FACTORY-ASSEMBLED PACKAGE is a compact, fully self-contained, all-electric, combination heating/cooling unit that is prewired, prepiped, and precharged for mini- mum installation expense .. Model·542G, RUGGED, EFFICIENT, CC>MPRESSORS are speclflcaiiy designed for heat pump duty and high energy efficiency during heating and cooling operation. Each compressor is hermetically sealed against contamination to help pro- mote longer life and dependable operation; and vibration isolated to provide quiet operation. During heating opera- tion, these reliable compressors are designed for continu- ous operation down to extremely cold outdoor tempera- tures. All compressors have Internal high-pressure and overcurrent protection. INDOOR BLOWER MOTORS have been carefully selected to minimize energy consumption and to withstand the heavy-duty, year-round, operation requi.red by heat pumps. These motors-are designed to meet the require- ments of a wide variety of residential and commercial applications. DIRECT-DRIVE, PSC, OUTDOOR FAN MOTORS have been selected to help reduce energy consumption. Units are designed for cooling operation down to 55°F. BUILT-IN RELIABILITY COMPONENTS include a suction- tube accumulator that keeps liquid refrigerant from reach- ing the compressor, a low-pressure switch that stops the compressor if the refrigerant pressure drops to an unsafe operating level, a crankcase heater to keep the compres- . s6r oil warm and free of ref.rigerant for maximum lubricity, .. compressor quick-start components on single-phase units to improve starting characteristics, and a unique metering device to eliminate potential serviceability requirements of check valves and expansion devices. UNIT DESIGN-Indoor and outdoor coils are computer- designed for optimum heat transfer. Vertical outdoor fan · discharge carries sound and air up and away. The high- voltage inlet panel Is designed to accommodate a field- installed electrical disconnect. A low-voltage terminal block simplifies thermostat connections. Refrigerant service connections make checking operating pressures . easier. TIME/TEMPERATURE DEFROST system is used to increase heating cycle efficiency. This type of defrost system has proven to be very reliable. The time/tempera- ture control "looks" for cqil icing conditions only at _pr_e~ set time intervals, starts the defrost cycle only if the defrost thermostat senses icing conditions, and automat- ically ends the defrost cycle when the coil has warmed sufficiently to melt the ice. WEATHERIZED CABINETS are constructed of heavy-duty, phosphated, zinc-coated steel; and finished with corrosion-resistant, modified alkyd, fade-resistant, baked Malibu beige enamel. Interior surfaces of the blower sec- tion are insulated to help keep the conditioned air from being affected by the outdoor ambient temperature. ACCESSORIES SUPPLEMENTAL ELECTRIC HEATERS that mount inside the heat pump blower compartment are available in a vari- ety of KW and voltage .options. Form No. PDS 542G.18.1D \ , . f. I· ; SPECIFICATIOf-ll-JODEL 542G-SIZES J42 THRU 060 ~'? A MODEL - SIZE N042 Wf" P042"""1 ._.._._ •• r_, Unit Volts-Phase (B0Hz) Operating Voltage Range Minimum Wire Size (AWG)* Total Unit Amps Compressor Rated Load Amps Locked Rotor Amps Outdoor Fan Motor, OD, PSC (HP) Full Load Amps Indoor Blower Motor, DD, PSC (HP & Speeds) Full Load Amps Max Branch Circuit Fuse Size (Amps) PERFORMANCE DATA Rated Cooling Capacity @ 95°F (Btuh)t SEERt EERt Rated Heatin Capacity @ 47°F (Btuh)t HSPF (Minimum-Region IV)t COPt ARI Sound Ratinn Number:j: 208-230-1 187-253 8 28.7 22.1 95.4 .25 2.1 .50 & 3 4.5 50 41,500 9.0 42,000 6.2 3.0 8.2 COMPRESSOR, REFRIGERANT,& CONTROLS Compressor Type Compressor Tern & Overcurrent Protection Compressor Internal Pressure Relief Valve Compressor Vibration Isolators Vapor-Tube Accumulator Two-Way-Flow Refrigerant Meterin Device Low-Pressure Switch Compressor Crankcase Heater Compressor Quick-Start Components Refrigerant Service Ports • Heat-Saving Reversing Valve Time-Temperature Defrost System Coil Face Area (Sq Ft)-No. Circuits Width X Height (In.) Rows & Fins Per Inch Blower Wheel Diameter x Width (In. Rated Cooling Airflow (Ft3/Min)t External Static Pressure (In. wc)t Condensate Drain Connection (Hose) OUTDOOR COIL & FAN · -~ ' ': ,· > :~:l •. Coil Face Area (Sq Ft)-No Circuits Height & Width (In.) Rows & Fins Per Inch Fan Ciameter (In.) STANDARD EQUIPMENT Multi-Speed, Direct-Drive Blower PSC Energy-Saving Blower Motor Belt-Drive Blower Two-Speed, Direct-Drive Outdoor Fant PSC Energy-Saving Outdoor Fan Motor . Computer-Designed Relrigerant System Insulated Blower Compartment Low-Voltage Terminal Block - 7.3-7 37 X 28 3 & 14 12 X 6 1575 0.20 3/4 12.0-5 27 X 63 2 & 22 22 '.,. I' 208/230-3 187-253 10 18.9 13.7 82.0 .25 2.1 .50 & 3 4.0 30 41,500 9.0 8.0 42,000 6.2 3.0 8.2 9 lbs-o oz 7.3-7 37 X 28 3 & 14 12 X 6 1575 0.20 3/4 •, . ' 12.0-5 27 X 63 2 & 22 22 .. 542G E042 N048 P048 E048 460-3 208-230-1 208/230-3 460-3 414-506 187-253 187-253 414-506 14 8 10 14 9.6 30.8 22.9 10,9 6.9 23.9 16.0 8.0 41.0 110.0 92.0 46.0 .50 .25 .25 .50 1.2 2.4 2.4 1.2 .50 & 3 .50 & 3 .50 & 3 .50 &3 2.0 4.5 4.5 2.0 15 60 40 20 41,500 47,000 47,000 47,000 9.0 9.0 9.0 9.0 8.0 8.4 8.4 42,000 47,500 47,500 47,500 6.2 5.54 5.54 5.54 3.0 3.0 3.0 3.0 8.2 8.2 8.2 8 . .2 Hermetic Standard lnteranl Line Break) Standard Standard Standard Piston Standard Standard Standard-All Single-Phase Units Standard Standard Standard 9 lbs-6 oz 7.3-7 7.3-7 7.3-7 7.3-7 37 X 28 37 X 28 37 X 28 37 X 28 3 & 14 3 & 14 3& 14 3 & 14 12 X 6 12 X 6 12 X 6 12 X 6 1575 1700 1700 1700 0.20 0.20 0.20 0.20 3/4 3/4 3/4 3/4 12.0-5 12.0-5 12.0-5 12.0-5 27 X 63 27 X 63 27 X 63 27 X 63 2 & 22 2 & 22 2 & 22 2 & 22 22 22 22 22 . Standard I Standard I Standard Standard Standard Standard Standard .. Standard <'1 N060 P060 E060 208-230-1 208/230-3 460-3 187-253 187-253 414-506 6 8 12 39.7 27.6 13.8 30.2 20.5 10.3 178.0 124.0 62.0 .50 .50 .50 2.8 2.8 1.4 .75 & 2 .75 & 2 .75 & 2 6.7 6.7 3.4 60 45 25 57,000 57,000 57,000 8.6 8.6 8.6 7.5 7.5 57,000 57,000 57,000 6.0 6.0 6.0 2.9 2.9 2.9 8.6 8.6 8.6 10 lbs-5 oz 8.3-7 8.3-7 8.3-7 37 X 31 37 X 31 37 X 3,1 3 & 14 3 & 14 3 & 14 12 X 6 12 X 6 12 X 6 2200 2200 2200 0.25 0.25 0.25 3/4 3/4 3/4 ' 14.0-6 14.0-6 14.0·6 31 X 63 31 X 63 31 X 63 2 & 22 2 & 22 2 & 22 22 22 22 *Use only copper wire for field connections to the unit. Wire sizes are based on 60°C copper conductor at 86°F (30°C) ambient temperature and the ampacity shown in table. If other than 60°C copper conductor is used, If ambient temperature is above 86°F, or if voltage drop of wire exceeds 2%. of unit total rated volt- age, determine wire size from ampacity shown and the National Electrical Code. tRated In accordance with ARI Standard 240·81 and/or U.S, Government DOE test procedures. :j:Rated in accordance with ARI Standard 270-84. ELECTRIC HEAT ACCESSORY PRESSURE DROP (IN. WC.} CFM Ft"Min* Heater KW 600 800 1000 1200 1400 1600 5-7.5-10 .020 .030 .040 .045 .050 .055. 15-2.0-25 --.050 .055 .060 .070 *See table for minimum airflow required for safe heater operation HP-92 1800 2000 2200 .060 .070 .080 .080 .90 .100 ........ -~·1 \. ~) ., . . ·,n .. i I ' l I ·ii---·J.·\··~ ,{.;. ~,:. e,:"'•!\· i::~l\ :::·::::~?\/ 1:~\f\_;()1 __ \1!:::~ :::~J ~Vi[HJ:::.: .. _ \J!~~:r~s :;: f.j~,.': i::~~ CH .. -; ·ft·'f.··i:·-~··J\:.·i<· u; .. .;f .. .;. :.:: \;~''.-;:~,= \;::: ::~1c·,-t ""t'"JI\J t\;C}•\!.:~;:1~~:~:~= I })i:.'.:·\i"'f" :~: t:-)L. 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''::) 0 .. ;::i 37 .. :l lt":.,uE) =~===~=~=~~=~~~==~~==========~=:=====~=~~=&~~--------------------=-~~-- ===~:~~====~~~====:====~===============================~=============~ i 1 \J ·-·· RAY COX MECHANICAL SAN DIEGO, ESD INC. MECHANICAL CONTRACTORS CALIFORNIA HVAC PROGRAM PROJECT: CLIENT: DATE: DESIGNER: BUILDING MASTER DATA DESIGN PARAMETERS: DESIGN OUTDOOR OUTDOOR I NDODR INDOOR MONTH DRY BULB WET.BULB REL.HUM DRY BULB MAY 81 67 50¼ 75 JULY 83 67 50'1,. 75 SEPTEMBER 83 67 50r. 75 NOVEMBER WINTER GLASS SUMMER TYPES u FACT 1. 1. 100 ,::, o;;;.. o. 570 3. 0.570 SHADING HOR TYPES PROJ 1. 4.0 ·=-i;;:.. 3.5 ROOF u TYPE FACT 1. 0.040 WALL u TYPE FACT 1. 0.630 -::, ""-• 0.550 7 w• 0.080 PART. u TYPES FACT 1. 0.080 ,::, ""-• 1.130 ~ """ 0.350 76 38 WINTER u FACT 1. 130 0.490 " o. 620 R.FIN PROJ o.o o. 0 ASHRAE ROOF NO 1 ASHRAE GROUP A B C CLG. T. D. 8 8 8 67 0 GL.SHD COEFF 0.650 0.560 0.700 L.FIN PROJ o.o o.o SUSP CLG YES HTG. T. D. 30 30 30 50-Y. 75 50¾ 75 INT.SHD ROOM COEFF CONST 0.000 MED o. 000 MED o. 000 MED PAGE 1 DAVISON&FERGUSON 131.P{q F CARLI 8/27/86 SLE HUMID CORRECTION DIFF FACTOR 12.08 -6 8.80 -4 a.ao -4 20.31 -11 -o. 00 GLASS GLASS HEIGHT WIDTH 9.0 1. 0 9.0 1.0 8.0 4.0 ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 2 ******************** BUILDING MASTER DATA (CONTINUED> ********************* GENERAL PROJECT INFORMATION: PROJECT FILE NAME: DAVISON PROJECT LOCATION: CARLSBAD CA DEGREES NORTH LATITUDE: 33 DEGREES LONGITUDE: 117 BAROMETRIC PRESSURE: 29.921 TIME ZONE: 8 DAYLIGHT SAVINGS TIME: YES MEAN DAILY TEMPERATURE RANGE: 10 ZONE SENSIBLE SAFETY FACTOR= 0 ¾ ZONE LATENT SAFETY FACTOR= 0 ~ ZONE HEATING SAFETY FACTOR= 0 ¾ BUILDING OPENS AT 8 AM. BUILDING CLOSES AT B PM. NUMBER OF UNIQUE ZONES IN THIS PROJECT= 9 BUILDING DEFAULT VALUES: BUILDING DEFAULT CEILING HEIGHT = 9 PEOPLE SENSIBLE L'bAD MULTIPLIER = 23<) PEOPLE LATENT LOAD MULTIPLIER = 190 FLOOR HEAT LOSS COEFFICIENT = 0 LIGHTING ADDED ON A SQUARE FOOTAGE BASIS OF EQUIPMENT ADDED DIRECTLY TO ZONES PEOPLE ADDED ON A SQUARE FOOTAGE BASIS OF 1 INTERNAL OPERATING LOAD PROFILES: PROFILE HR HR HR HR HR HR HR HR HR NUMBER 8 9 10 11 12 13 14 15 16 1. 100 100 100 100 100 100 100 100 100 2. 100 100 100 100 100 100 100 100 100 3. 100 100 100 100 100 100 100 100 100 4. 100 100 100 100 100 100 100 100 100 5. 100 100 100 100 100 100 100 100 100 6. 100 100 100 100 100 100 100 100 100 3 WATTS PER SQ. FT. PERSON PER 100 SQ. FT. HR HR HR HR 17 18 19 20 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1(H) 100 100 100 10(> 100 100 100 100 100 ALL DESIGN DATA TAKEN FROM THE 1981 ASHRAE HANDBOOK OF FUNDAMENTALS ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 3 ******************** BUILDING MASTER DATA <CONTINUED) ********************* DEFAULT AIR SYSTEM DESCRIPTION: THIS AIR SYSTEM OCCURS 1 TIME(S) THROUGHOUT THE BUILDING LIGHTING: PROFILE# 1 IS USED. 100¼ OF LOAD IS APPLIED TO CONDITIONED SPACE EQUIPMENT: PROFILE# 1 IS USED. PEOPLE: PROFILE# 1 IS USED. PACKAGED EQUIPMENT IS EMPLOYED USING A CONSTANT VOLUME SYSTEM A 20.0 DEGREE LEAVING COIL-ZONE TEMPERATURE DIFFERENCE HAS BEEN SPECIFIED SEASON SUMMER WINTER VENTILATION METHOD 15.00 CFM PER PERSON 15.00 CFM PER PERSON INFILTRATION o.oo o.oo METHOD NONE NONE ** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 4· ************** DETAILED PROJECT ZONE LOAD CALCULATIONS *************** LOAD UNIT LOAD TEMP. LOAD SEN. LAT. HTG. HTG. DESCRIP. QUAN FACT. DIFF. MULT. HEAT HEAT MULT. LOAD 6. BUILDING F PEAK TIME 5 PM JULY 996 SF. SYS. 6 ROOF 1 996 0.040 63 2.520 2510 1. 480 1474 N.WALL 1 126 0.630 7 4.410 556 23 .. 31(> E:937 W.WALL 1 36 0.630 14 8.820 318 23.310 839 N.GLASS 2 216 0.570 21.930 4737 18. 130 3916 W.GLASS 2 212 0.570 72.554 15381 18. 130 3844· BH.W.GLASS 2 4 0.570 21.930 88 18.130 73 PART. 1 612 0.080 8 30 0.640 392 2.400 1469 LIGHTS 2988.00 100i-3.410 10189 PEOPLE 7.00 100¼ 230 190 1610 1330 TOTAL 35781 1330 14551 ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 5 *********************** ZONE SUMMARY OF SYSTEM 6 ************************* SQN ABBREV. PEAK TIME FLOOR SENSIBLE HEATING VENT !NFL EXH SUPPLY CFM NO. DESCRIP AND MONTH AREA LOAD LOAD CFM CFM CFM CFM /SF -------------------------------------------------- 6 BUILDIN 5 PM JUL 996 35781 14551 299 (> 2C>C> 1626 1.6 ---------------------------------- ZONE PEAK TOTALS 996 35781 14551 299 0 200 1626 1.6 --------------------------------------------------------------------------- * MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFILE * ---------------------------------------------------------------------------- * MAY JULY SEPTEMBER NOVEMBER NOT USED NOT USED * * HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN * --------------------------------------------------------------------------- B AM 16471 17297 16896 13158 0 0 9 AM 18006 18845 18383 14516 0 (> 10 AM 19576 20423 19909 15925 0 0 11 AM 21273 22128 21561 17462 0 (> 12 AM 22576 23504 22891 18725 0 0 1 PM 24739 25670 25336 20942 0 0 2 PM 26759 27613 28192 23445 0 0 3 PM 30929 31634 31105 26075 0 0 4 PM 33708 34297 33578 28011 0 0 5 PM 3520-ti-35781 35281 28834 0 0 6 PM 34620 35255 34519 28081 0 0 7 PM 29118 29794 29228 23714 0 0 8 PM 25478 26176 25713 20735 0 0 --------------------------------------------------------------------------- ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 6 ******************** TOTAL LOAD SUMMARY OF AIR SYSTEM 6 ****************** SYSTEM TYPE: PACKAGED EQUIPMENT WITH CONSTANT VOLUME TERMINALS SENSIBLE HEAT RATIO: 0.96 --THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING SYSTEM 6 PEAKS IN JULY AT 5 PM OUTSIDE TEMP IS 82 INSIDE TEMP IS 75 SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR WINTER VENT AIR LOAD = 11,948 BTU/HR ( 299 CFM> WINTER EXH AIR LOAD = 0 BTU/HR ( 200 CFM) WINTER INFIL AIR LOAD = 0 BTU/HR ( 0 CFM> TOTAL ZONE HEATING LOAD = 14,551 BTU/HR ----------- TOTAL SYSTEM HEATING LOAD = 26,499 BTU/HR **** ALL COOLING LOADS BELOW WERE COMPUTED AT THE AIR SYSTEM PEAK TIME**** SUMMER VENT SENSIBLE GAIN = 2, 3(>2 EXHAUST AIR SENSIBLE GAIN = 0 SUMMER INFL SENSIBLE GAIN = 0 TOTAL ZONE SENSIBLE GAIN = 35,781 TOTAL PLNM SENSIBLE GAIN = 0 ZONE LOAD SEN SUBTOTAL DRAW-THRU FAN SEN GAIN = 0 BLOW-THRU FAN SEN-GAIN = 0 MCL SUP.SIDE COIL GAIN = 0 MCL RET.SIDE COIL GAIN = 0 SUPPLY DUCT HEAT GAIN = 0 RETURN DUCT HEAT GAIN = () AIR HANDLING SUBTOTAL -----------TOTAL SYSTEM SENSIBLE GA"I = 38,083 SUMMER VENT LATENT GAIN = 2,124 EXHAUST AIR LATENT GAIN = 0 SUMMER INFL LATENT GAIN = 0 TOTAL ZONE LATENT GAIN = 1,330 -----------TOTAL SYSTEM LATENT GAIN = 3,454 TOTAL SYSTEM COOLING LOAD = 41,537 INTERNAL LOADS SUMMARY: 2988 WATTS OF LIGHTING, 0 TOTAL SYSTEM SUPPLY AIR TOTAL CONDITIONED AIR SPACE SUPPLY AIR CFM/SQ.FT. TONNAGE PER SQ.FT = = = = TOTAL TONNAGE REQUIRED FOR AIR SYSTEM E, BTU/HR ( 299 CFM> BTU/HR ( 200 CFM> BTU/HR ( 0 CFM) BTU/HR BTU/HR = 38,083 BTU/HR BTU/HR BTU/HR BTU/HR BTU/HR BTU/HR BTU/HR = 0 BTU/HR BTU/HR BTU/HR 299 CFM> BTU/HR ( 200 CFM> BTU/HR ( 0 CFM) BTU/HR BTU/HR BTU/HR WATTS OF EQUIP, AND 7. (l PEOPLE 1,626 CFM BASED ON 20.(l DT 996 SQ. FT. 1.6329 0.0035 WITH OUTSIDE AIR = 3.46 TONS ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON 8/27/86 PAGE 7 *********************** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN JULY AT 5 PM THIS SUMMARY INCLUDES ONLY ZONES 6 THROUGH 6 OF THE ENTIRE PROJECT OUTSIDE AIR QUANTITY (CFM> SUMMER VENT AIR = 299 SUMMER !NFL AIR = 0 PRE-COOLED AIR = 0 ---------~ TOTAL SUMMER AIR= 29'3 WINTER VENT AIR = -299 WINTER INFL AIR = 0' PRE-HEATED AIR = 0 -------- TOTAL WINTER AIR= 299 't. OF TOT SUP AIR 18.384,Y. 0.000'1- o. 000'1. ------- 18. 384'}{. 18.384,Y. o. 000'}{. o. ooc:>'}{. ------- 18.3841- SENSIBLE BTU 2, 3(>'2 0 0 11,948 0 0 11,948 LATENT BTU 2,124 0 0 2,124 TOTAL ZONE HEATING LOAD LESS INFIL TO ZONES= 14,551 TOTAL BUILDING HEATING LOAD = 26,499 --------------------------------------------------------------------------- ·* MONTHLY AND HOURLY PROJECT ZONE SENSIBLE LOAD PROFILE * --------------------------------------------------------------------------- * MAY JULY SEPTEMBER NOVEMBER NOT USED NOT USED * * HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN * --------------------------------------------------------------------------- B AM 16471 17297 16896 13158 0 0 9 AM 18006 18845 18383 14516 0 0 10 AM 19576 20423 19909 15925 0 0 11 AM 21273 22128 21561 17462 0 0 12 AM 22576 23504 22891 18725 0 0 1 PM 24739 25670 25336 20942 0 0 .-. ,::. PM 26759 27613 28192 23445 0 0 3 PM 30929 31634 31105 26075 0 (l 4 PM 33708 34297 33578 28011 0 0 5 PM 35204 35781 35281 28834 0 0 6 PM 34620 35255 34519 28081 0 0 7 PM 29118 29794 29228 23714 0 0 8 PM 2547B 26176 25713 20735 0 0, --------------------------------------------------------------------------- ... . ::, ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** RAY COX MECHANICAL SAN DIEGO, CALIFORNIA DAVISON&FERGUSON B/27/86 PAGE 8 *********************** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN JULY AT 5 PM LOAD DESCRIP QUANTITY UNITS ROOF 996 SQ.FT WALL 162 SQ.FT GLASS 432 SQ.FT -------- SKIN LOADS PEOPLE LIGHTING EQUIPMENT PPL-LGHT-EQUIP PARTITION INFL AIR VENT AIR PRE-TREATED AIR DRAW-THRU FAN LOADS BLOW-THRU FAN LOADS MCL SUPPLY SIDE COIL MCL RETURN SIDE COIL SUPPLY DUCT LOADS RETURN DUCT LOADS REHEAT RESERVE CAPACITY 1,590 SQ.FT 7 2,988 WATTS 0 WATTS 612 SQ.FT 0 CFM 299 CFM 0 CFM LOADS LOADS 1- TOTAL BUILDING SENSIBLE & LATENT LOADS TOTAL PROJECT SUMMARY 1- TOTAL BUILDING OUTSIDE AIR VENT LOADS TOTAL BUILDING PRE-COOLED AIR LOADS TOTAL BUILDING OUTSIDE AIR INFL LOADS TOTAL BUILDING ZONE LOADS TOTAL BUILDING PLENUM LOADS TOTAL BUILDING AIR HANDLING LOAD OF BLD LOAD 6. 04-3'1- 2. 104'¼ 48.6461--------- 55.7931- 31.608'1- 0.944¼ 0. 000'1- 10.6561- 0.0001- 0.0001- o. 000'1- 0.0001- o. 000'1- 0.0001- 0.000'1- O.OOOY. 0.000'1--------- 100. (U)(li,. OF BLD LOAD 10.6561- 0.000'¼ 0.000",(. 89.3441- O.OOOY. 0.00(>,Y. SENSIBLE BTU 2,510 874 20, i.~06 ----------- 23,590 11,799 392 0 2,302 0 0 0 0 0 0 0 (l 0 ----------- 38,083 SENSIBLE BTU 2,302 0 0 35,781 0 0 LATENT BTU 1,330 0 2,124 0 3,454 LATENT BTU 2,124 (> 0 1, 330 ------------------------------TOTAL BUILDING SENSIBLE AND LATENT LOADS 1 00. 000,Y. TOTAL BUILDING COOLING LOAD = 41,537 BTU/HR TOTAL CONDITIONED AIR SPACE = 996 SQ.FT TOTAL BUILDING SUPPLY AIR CFM = 1,626 CFM SUPPLY AIR CFM/SQ.FT. OF CONDITIONED SPACE SQ.FT OF CONDITIONED AIR SPACE PER TON TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE TONNAGE REQUIRED WITH OUTSIDE AIR = 1.6329 = 287.7435 = 0.0035 = 38,083 CFM/SQ.FT SQ.FT/TON TONS/SQ.FT 3.46 TONS 3,454 -. 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