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1925 PALOMAR OAKS WAY; ; CB880494; Permit
, \ ( r ' ti.SE BALL POINT PEN ONL'f& PRESS-HARD r --APPLICANT TO FILL IN INFORtJIATION WITHIN SHADED AREA AND DECLARATIONS. .f ~[' .... (.) -:· ... ~· o~r--· i , ••• O·. I hereby-affirm the,t I am ·11cense,;t under provisions-of .. Chapter 9, (commencing with, Section 7000) of Division 3 of the Business and Professlons·Code, and my lfcense Is in full 'f.orce and eifect . I ·hereby affirm that I ,am exempt from 'the Contrac-tor'.s Ucense Law _tor, the followipg reason (Sec. 7031.5 Btismess and Professions Code: Any city or county which re· quires a' permit to constrtict, alter. improve, demolish, or repair any structure;pnor to its issuance also requifes the ap-plrcant for-such permit to·flle-a· s,!(ned ,,atement that he is 11censed pursuant to the' provisions, of t~e C.:ontractor's License Law '[Chapter 9 comm_encing wlth Section 7000 of. o,v,sion 3 of the Business and Profession's Code)•or that is ex-empt-therefrom _and the basis for i!le'alle'geo exemption, A~y , v,olation.of Section 703L5 by an applrcant.for a permft sub-1ects the applicant to a civil penalty of not more than five hun- dred dol(ar~ ($500f. . Tl 1; as'o.wner ·Mthe properiy, or-my employees with wages ffi· as-their sole·c_onipensai,on, will do the work, and the struc-o --·· t~re is not i_ntended·or olfered-_lof'Sale (Sec. 7014, Business ..1 and Profession~ Code: The ·contractor's License· Law does :j . ·[lo_t )pply° t~ an owner. of property_ who'buil~·s or_ improves • thereon-and•who,does,such work himself or through'his own i: --employees, proviaed·that such improvements are not intend• w ,J or olfered for sale. If, however, the building or jmpfove-;,-. Z .,nent is sold w1thm one,year,of completion. the owner-build6r ~ 3I: ... ·~11! have the-burden of provmg that he did not build or ,m--.,..., · 0. ___ 0,:,_ove for the purpq_se of sale~-- Ill z 0 ~ IC C -' (.) w 0 :-f:, !!~ ·I .. as owner of the prop~fly, a.m exclu,s_1v~JY contracting ,1 .• -with lrcensed contractors lo construct the.project (Sec, 7044, -~ -Business .anct P1ofess1ons Code. The Contractor's Ucens8 Law does-not apply to an 'owner of property who builds.or im- z 0'' ~ ~,-~· 0 Ill. i:c w :,0: IC 0 ~ proves thereon, and who contracts·for each projects with-a · EiWf~ctor(sl license pursuant to the Contractor's license 11 As ·a homeowner I am improving my home, and the follow· ing conditions exist: , 1. The work is bemg performed· prior to sale. 2. I have lived m· my home tor twelve months prior to completion.of this work. 3. I have not claimed this exemption during the last three years. '0 lam·exemptunderSec ________ , B&'P.C . . _for t~,s reason ____ ·· _________ _ '0 I hereby affirm that I have a certificate of consent to · seff-insure, or a certificate of Workers' Compensation In- surance • .oi" a certified copy thereof (Sec. 3800: 1rabor Code) POLICY NO, COMPANY ::J Copy Is filed with. the ,city D Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE ,(This section need not be.completed 1f the permit 1s for one hundred dollars ($100) or less) D !'certify that i~·the performance of the work for which '·"this permit is issued. I shall not employ any person in any .manfler so as to become subjec;.t to the Workers' Compen- sation Laws-of California. , l NOTICE.TO APPLl(?ANi:: If, after making this Certificate .f of E;xempt100. you should b.ecome subject to the'Workers· Comp_ensati.on provisions of the Labor 9od~i you must ... forthwi\h comply.with such prov1s1ons or this permit shall N .., be deemed revoked. ' ' -r ~l-: mi; •• .,.,, ...... ~ ••• --.. ·~,.~.~ ffi . } . a_genc.Y for the p~rformance otthework for which this per- ~ mit is issued {Sec. 3097, Civil Code) • w ~ -Lender's Name • ... - ~ ... . . Lender's Address '· 1 ... r· --; CARLSBAD BUILDING oePARfMENT _ APPLICATION & PeR"11T. l ·2Q75 Lal:! Pil,lrha,s·'Dr., Carlsbad; CA 92009-1915 (619) 438-1161' ---'. ,. JOB .ADOF.IESS . AV. ST, RD, THOMAS BROS NO, f ' i,r,:: 7 i:pt51°NI BUSINESS l.lCEN.SE # .. ".' A':,UA :IO_N __ PERMIT NUMBER 1:_9J~ _ if AtPMAR _ ,O~KS ~1 v .. l 232...4(.p 3,086,05Q ,, t .. ',a. 880494 l,.OT BLOC'l< · ·'lS_u'[io1vi,s10N,\ \ r ASSESS, Pffl(')O. // .... . I ·coNfRAcTofi· ;;oNTRACTOflS PHONE # ZONE > ,!, '-', . · .. ·. 7 I O r, .... /j/)(/2 ~-_,..,.. crft,p ... ~21~-~ OWNERIS,NAME i~zJ~:;;;; . 5 ,-,.. . . 1'P.u< <;,cvn./6. :.-~ CO££> CONTRACTOR'S ADDRESS . STATE LICENSE NO. BUILDING SO. F.OOTAGE f-7#.-N'. u,H-sr !Mi'~ SQd/sq1 . OWNER'S~MAILING ADD_RESS • ~ • , , I 61.347 f-7f-2-N. Vflll:..sr ~'£ Ac. $0/~ DESIGNER . !_··-~,,.. ~NER"S PHONE • - [?ESCRIPTION ,OF WORK . . I ' '5>A-17~ '1-S /~·-... -. .... ~ ~-,ooo, i . . -· -Construct comolete office . blda 45422 SF over DE$tGNER'S ADDRESS STATE LICENSE NO. 6292 04/19/89 0001 Ol. 02 SA-nE I"!::$, ,e,, .... ,.,.,, ,,, -..-BldPmt -219432.01 15925 SF basement , , . ..,.. --..-y ., ~-,I-=" ' , F/P °FLRELEV. NO OCC GP EDU -/. STORIES ·-... . vO ND : 3 B2. B1 28. 41 -\: CENSU: TRACJ .I PAR_K,_N: Sl>)i:cE RES UNITS I-GRADING PERMl:r ISSUED I' REDEVE-LOPMENi' TYP.E .. OCC LOA00 Fi RE. SPF\ AREA CONST YO 'ND vO NCX .Ill 1hr Y~.NO Not Valid Unless Machi(J.e,Certified QTY. PLUMBING PERMIT -ISSUE ,,50 QTY. MECHANICAL PERMIT -ISSUE ,~.rn SUMMARY/ACCOl:JNT NUMBER .. : 45 EACH FIXTURE TRAP s:;· li'!~T4LL fU!i!'l-i;iuqs _UP T_Q_100,90Q ~T(J l:lUILUIN6 PERMI! UUl-81 O·UU-00·8220 ,7714 ... -· -,. -... ·-. -· --- EACH BUILDING-SEWE-R I OVER 100,000 BTU SIGN PERMIT 001-810-00-00·8221 1 EACH·WATERH!=AT,ER ANO/OR VENT.-BOIL~R/COMPRES.SOR uno-3 HP PLAN CHECK 001-81 d-00-00·8891 50l4 EACH GAS SYSTEM 1 TO 4 OUTLET.S BOILER/COMPRESSOR 3-15 HP; TOTAL PLUMBING 001-810-00-00-8222 160 EACH GAS SYSTEM 5 OR MORE 1 ~~G..~·---:: . rnnl TnwP.r ELECTRICAL 001-81 Q·Q0-00-8223 305 EACH INSTAL., ALTER, REPAIR WATER PIPE 4 VEN-T: FAN SINGLE DUCT MECHANICA~ 001·810-00·0.0-8224 ,94 EACH VACUUM BREAKER 1 MECH EXHAUST HOOD/DUCTS MOBILEHOME 001·810-00-00-8225 3 JC-*:r<OOX'X'~ Roof drains RELOCATION OF EA FURNACE/HEATER .. . - SOLAR 001-810-00·00·8226 12 EACH ·ROOF DRAIN (INSIDE) h,:ok rlr~ino::: DRYER VENT STRONG MOTION 880-51.9-92·33_ 463 TOTJ;,L MECHANICAL FIRE SPRINKLERS 001-810-00·00·8227 TOTAL PLUMBING I 11:n. PUBLIC FACILITIES FEE '.L. "320-810·00-00·8740 108.012 · ELECTRICAL PERMIT -ISSUE s Ll'"Y': QTY. MOBILE HOME SETUP BRIDGE FEE 360-810-00·00-87 40 ?? OR7 QTY. PARK-IN·LIEU (AREA ) NEW CONST EA AMP'SWT BKR CAR PORT Tlf 312·810-00-00·8835 1n nn~ l PH 3 PH AWNING LA COSTA TIF 311-810-00-00-8835 EXIST BLDG"EA A.MPISWTi8KR GARAGE FMF 11n 2U li~R 1 PH ( 3 PH ) LICENSE TAX 001·810-00-00-8162 . R0EMODEL'ALHR PER CIRCUIT -. MFF 28.41 X 1590 880·519-92-57 45 172 TE~PPOLE WO ~l\1_PS OVER200AMPS; TEMP OCCUPANCY (30 DAYSI .. ' CREDIT DEPOSIT ( 4130) .. "TOTAL ELECTRICA~ l TOTAl -. TOTAL FEES,PAYABLE l -----.. 305. 21'9,432 ' . . I HAVE CAREFULLY EX-AMINED·THE COMPLETED "APPLICATION AND PERMIT".AND DO HEREBY Expiration, Eve!Y per_mit issued bythe8uildingOlf1cial_undertheprov1s1onsofthls ' * AN OSHA PERMIT IS REQUIA£0,FOR EXCAVATIONS OVER) . ' CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code ~hall expire by limltalton and become O{!li and void II the building or work 5' O" DEEP ANO DEMOLITION OR CONSTRUCTION Of ;,· ' ' . . y authorized by such permit 1s not commenced w1th1n 180 days from the date of such STRUCl\JRES OVER 3 STORIES IN HEIGHT . ,1 DECLARATIONS ARE TRUE AND CORRECT AND I f;URTHl;R CERTIF AND AGREE IF A PERMIT l& permit, or if the b~ifdinff or work authorlzed by such permit ,s suspended or '' ISSUED: TO. COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CO,N· abandoned at any time a ter the work 1s commenced for a1'Bnod of 180 davs, ":-' . ~, .. -, ' , •. •"' ~ ,._ • t' ,{ ' STRUCTION. WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AN~ .:ZICANT'S,SIGN~ ·~ ~ OWNER)?.!' CONTRACTO~ APPROVED ~y -~~ 1 _ .l 6~Wt1!~·~ KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND ~ ' ; EXPENSES WHICH MAY IN ANY·WAY ACCRUE AGAINST SAJD'CITY IN CONSEQUENCE OF THE ' I GRANTING-OF THIS PERMIT, BY PHONE 0 ' . ..,, ' -~ .. " '.I~ ' ,~ ~-u:: '>, ~ o, 0. E Q) I-' I 'O a· (!J -C Cll (.) 0. 0. _<( I -"' -~' 0... 0 CJ)' CJ) Q) ,CJ) CJ) <(, I ~ _Q Q) >- Q) (.) C (I!' C u:: :c C Q) !I: (!J 0 u Q) a. CJ) Cl . I ~ :c ~ ·, \ r . ~ i1 \• • "' i ' , : 3 i llu;;:;~NG I DATE 1 •N••=• . \ , . . . --···= . I . . . 119N~0.;:;~~ ST~EL .I CLO INSPE_CTION RECORD . (!P.:, 880</'(} t(·. \ . ~ ··.: ·:· -~ ;,;,.-· ) ·,. FIELD INSPEC REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES -'MASONRY _.,.,. GUNITE OR'·GROUT . r,"' SUB FRAME O FLOOR D CEILING ~ < ·= ,. '~ SHEATHING O ROOF D SH.i:AR FRAME EXTER,IOR LA TH INSULATION INTERIOR LATH &,DRYWALL PLUMBING 0 SEWER AND BUCO D Pl,./CO UNDERGROUND D WASTE D WATER TOP OUT D WASTE D WATER TUB AND SHOWER PAN GAS TEST D WATER HEATER D SOLAR W.b,.TER ELECTRICAL 0 ELECTRIC UNDERGROUND tl UFFER ROUGH ELECTRIC 0 ELECTRIC SERVICE D TEMPORARY O.BONP!NG D POOL MECHANICAL D DUCT & PLEM., D REF. PIPING HEAT -AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION W:HEN ALL APPBOPRIATE. . . . ITEMS ABOVE HA ~E a·EEN APPROVEt>:' · · ·•. · INSPECTION REQ. IF INSPEGTOR'S I DATE CHECKED APPROVAL I SQILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSEO CONCRETE POST TENSIONED CONCRETE FIELD WELDINO HlGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS :-- .. ·-- i _ _:_,__:_~-.. . ~ -, I • ·-...... • -i -:. ·., ,;· .. -·""" ....... - PLUMBING )I FIN_AL : -~--t· . -1--·.--.. _·:. • 1 .;. . .-., _ ..• --!--.· ..... 1 ·. -.-. · ·_· 1 ,_ ·. ·r-1:---....:____:_____::_--=---a......:_.·.....:.'...··.::.:.-·__:__ ______ ~---i .c - .. .. ~ - \ . ' ELECTRICAL · --·-L .J.J. .C\ X rrC MECHANICAL 1 ~ 1 ,, r GAS 7 \ BUILDING I 1 ' I l SPECIAL CONDITIONS ' / IJ"f1-f fi.1/ Vlf{~c -.· I I I · JL ~ I I ·-. ,.. I I -··; .· -.... ~1-. :\· .. ----1-l--.\ .. -:··, ... ;-.... -·-.:, .. · --"' \ '. ~· \ 2..:. -----~ ~ ~ ' 1----"----,----,....,1-----+----1----, 1-7 '• .-/4'-..... ,; ./4 ......... DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMA'S DRIVE · CARLSBAD, CA 92009-4859 . (619) 438-1161 MISCELLANEOUS FEE RECEiPT Appli9ant "Please Print And Fill In Shaded Area Only . JOB ADDRESS · ASSESSOR'S '. PARCEL NO .. OWNER . OWNER'S "MAILING ADDRESS .. .CITY Plbe..J1 y p,, ::#=z,70 VALIDATION AREA CONTRACTOR C>PV..:S ~ ---~,-~ : '-:) -D .. *'J / . . -' Lj z ~ .;;;:::A.J · ESTMATED VALUATION =-f ~ 1 0 ~ . , CONTRACTOR'S --Rxt:i / ·AMDAD,LR,NESGS 47+'2.. ;J. z,+'11! ~--r: •'2...70 PLAN CHECK FEE 001,810-00-o~·JL _u:-_ I ?>o ---'-------------------,---1 IF THE APPLICA"NT TAKES NO'ACTION ff -;) \.? · WITHIN 180 DAYS, PLAN CHECK FEES / _ . CITY ~/')l J\z; ZIP 8SO)Cc:, STATE . · LICENSE NO. SZ::,-, BUSINESS LICENSE NO. WILL BE FORFEITED. .- : susD1~1s10N 1J!,AeT N08J::1't.orcs)--==L=o:::;.m5>.a..;:=----=~.:...s;..c:.=..-i¥;rr---.,,.~m'lft"-~~----------'------ J t- LE~AL DESCRIPTION Ldl"=> \'3-p,;.Jb )+ JNlWSnl~ cl= U!;!MITTED: ,Of:: SAi\/ OJ~ ~ DESCRIPTION OF WORK 1\8,v ~ 'CJ?oA/ 2 STRUCTURAL CALCS ' 2 SOILS REPORTS f3vlL..Dl 1"J(::; 2 SELF ADDRESSED ENVEl,.ORES DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON LA COST A LETTER ADDREss 4-14--"2.... N. -z+:nfs-~70 SCHOOL FEE FORM P & E ·CORRECTIONS LIST CERTIFICATE OF OCCUPANCY AP White -File Yel_low -Applicant Pirik -Finance ·Gold • Assessor CASHIER'S VALIDATION <!rttu of Q!arl.shab SEWER PERMIT APPLICATION APPLICANT ro FILL IN SHADED AREA SEWER PERMIT NUMBER: SE .32..7e) BUILDING PLAN cHEcK NUMBER: PC &ao~.p:;91 BUILDING ADDRESS: -4-c....,,,..~· ..:1::...C-'-L--J _... ""-"'""-.r....,..,c,....__.,_4.J..~~ BUILDING TYPE: _ ___,Ca..,,·-=·~=,,.,-'-'~=·=· ..... ·=--------- ' f.)dy (/J/t":c..Ao ,,,. LA LEGAL DESCRIPTION: ! , iF~ l?,, //Alb /4 AE>SESSORS PARCE:L NUMBER: 2 /2 ,:;;:yJQ ... I/ NUMBER OF EDU'S: --~-·~· ~'i...,,.J ________ ··~~';i '.·,, i: :P I' ,, : / \ · I , l • , 11~ :J _- CONNECTION FEE X NO. UNITS _z_·s .... · ...... ~L,C, I.._( __ , J = /./ :,;-- ·-·-·--·-LATERAL CHARGE: _____________ _ TOTAL CHARGES: ~~g~5'-.--=£°j-=/~.:L=oP'--·0 _,,,._· _______ _ I PREPARED BY: -,--.........,··;~--=-~_J _.'~~----~-'--,,--"'!'-,"-/'-,.. _.,_1"""J ._,=-' ____ _ .._,_,...... (PRINTED NAME) COMMENTS: --------------------~---------~-----• WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Appli?ant FINAL BUILDING INSPECTIO'N ~~-! -- PLAN CHECK NUMBER: 88-494 DATE: _ 11/20/89 PROJECT NAME: -------------~---------"----,----'--~--~- ADDRESS: 1925 Pllomar Oaks Way PROJECT NO.: _______ UNIT NUMBER: ________ PHASE NO.: ----~~~- TYPE OF UNIT: --'--N_e_w--'-Conune-'----'--r-'---c;_i-'--a-'---1'--_____ NUMBl;R OF UNITS: CONTACT PERSON~· __ G_e~n_;__e_-~0-'---P~U=S-'-So_u=t=h=w~e~.s=tc.-cC~o=r~p---------'--~-~~---~- CONTACTTELEPHONE·~---------------------------~-'--'--'-'-- All Depa-rtments INSPECTED BY:~---------- INSPECTED BY: _________ _ DATE INSPECTED: DATE //-Z7 INSPECTED: .----- DATE INSPECTED: ____ _ APPROVED z~ ~~D;;:PPROVED ~-- APPROVED DISAPPROVED -'-,',-~- APPROVED _____ _ DISAPF?ROVED -'-,-,-,-~ coMMENTs:/WkU~ -~/4ew i/4.Jw~.~~£~ ~ i~PrL~~--_-: .--·, - Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities· PINK: Planning GO_LD: Flr11. \. J .. ; - ' ' "-: .. , -, ,,., 1 ,/'~ ~ ; ' ' ...-' -':' C •,• ... • ~- ' ,.,-.. ; . , . ' . ~ -!,)~ .. i ' -'-/"' ·/~:-'., ,-':..'~ ; FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 33-494 DATE: 11/20/89 PROJECT NAME: ----------------------------~~--- ADDRESS: __ 19_2_5_P_i._l_o_m_a_r_o_a_}·_..,,s_, -~"'-"''.;c.·Y ______________________ _ ' PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: _______ _ TYPE OF UNIT: __ N_e_w_C_O_mll_l_e_r_c_i_~_l ____ NUMBER OF UNITS: QONTACTPERSQN·~ __ G_·'e_n_c_,...o_P_U_S_S_o_u_t_h_~_c_~_~_C~9_r_2 __________________ _ CONTACTTELEPHONE:. _______________ ~------------~-- All naparmenta INSPECTED /) / BY: (A/\.,1 INSPECTED BY:-'.'----------~ INSPECTED . BY:-'''----~------ DATE /~ /? j/ INSPECTED: ~7 APPROVED DATE INSPECTED: DATE APPROVED / DISAPPROVED __ _ DISAPPROVED __ _ INSPECTED: ____ _ APPROVED __ _ DISAPPROVED __ _ COMMENTS: .,,,__~__,.J'--'j?~f-+7_--_;2_---'-----'-------------- Rev, 1/86 WHITE: Suspense BLUE: Water District GAEj:N: l;nglneerln9 CANARY: Utilities PINK: Planning GOLD: ·Fire FINAL BU1LDING INSPECTION ~ECEIVEO NOV 2 1 1989 ~.LAN CHECK NUMBER: DATE: ll/20/89 PROJECT NAME:-----------------------'---------- ADDRESS: __ 1_9_:_15_?_l_l_®t_a_r_o_.-_$¥:_,$_Ii_la.-=-y-------------------~-- PROJECT NO.: _______ UNIT NUMBER:· _______ PHASE NO.: ~------ TYPE OF UNIT: __ n_e_w_C_Olnl!l:_·~_~r_c_i_.,._.l ____ NUMBER OF UNITS: CONTACT PERSON~· __ Ge_n_e_-_O_P~V_S_So_u_t_h_w_~_~_t_C_·o_~'"P~----------------~ CONTACT TELEPHONE:, _______________ ~-------------- DATE le:?-'i --JC/ DISAPPROVED x· INSPECTED: APPROVED DATE /o?-lf-ff ~ DISAPPROVED INSPECTED: APPROVED INSPECTE DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:~~------------------------------- Rev, 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTIO.N PLAN CHECK NUMBER: ___ 8_8_-_49_4 __ -.-------~~ DATE: · 11/20/89 PROJECT NAME:-----------------~----~~.,..,-~--,---,-,---~- ADDRESS: .,___1_9 __ 2_5_P_1_1_om_a-'-r_0_a_k_s_W_a~y'----''-----------~--------------'-'---'--------'--c-- PROJEC:J" NO.: ---'------UNIT NUMBER: ______ __,_ PH.ASE NO.: .,..._~----"'------ ,•, TYPE OF UNIT: __ N_e_w~, _C_o_mm_e_r_c_i_a_l_-'---NUMBER .OF UNITS: CONTACTPERSON-· __ G_e_n~e-~_o~P_U~S'---"S __ o~u~t~h~w __ e~s __ t~C~o=r=p-----~--,---,--------"'-'-- .CONTACTTELEPHONE: _____________________ _,._---c~-'---'--,--,--'- INSPECTED DATE JAN. 4 1990 .,,,,,., BY: INSPECTED: APPROVED DISAPPROVED·· INSPECTED DATE BY: INSPECTED: APPROVED QISAf!PROVED INSf!ECTED DATE BY: INSPECTED: APPROVEO DISAPPROVED !IWf;~I 'Uil:': I 1~ l I I j M.;;;;;;;;;;;.,, •. ;,;;;_; i 1 Rev, 1/86 .WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: ·F_ir(l PLAN CHECK NUMBER: -: FINAL BUILDING lNSPECTION 88-494 DATE: 11/20/89 PROJECT NAME:~---------------------~----------~ ADDRESS: 1925 Plloma.r Oak.a Way PROJECT NO.: --,---'----------~ U,NIT NUMBER_: .. ~------.,..,.-- TYPE OF UNIT: __ N_ew_C_o_mm--'~-"-r_c_i.:...~-1 ___ ~ NUMBER OF UNITS: All :O~ artments- INSPECTED BY: _________ _ DATE '"vb~\_ d_ ;:\ INSPECTED: { • ~ -.CiO APPROVED __ _ DISAPPROVED __ _ INSPECTED: DATE BY:----------...:...----INSPECTED: ......,. _ _.___ APPROVED DISAPPROVED ---'-'---~ INSP.ECTED DATE . BY: _________ _ INSPECTED: ----~ APPROVED DISAPPROVED -~-~ COMMENTS:--------,---,---------~--------....,..-''----,----...:...----'------'---,,'<-- -·-·O.\L- O .. '(__- ---ST .Lk.- Rev. 1/86 WHITE: Susp11nse BLUE: Water District q~EEN: Engln~erln!!, _CANARY: Utilities PINK: Planning GOLD: Fire \··. DATE 1~ /--:i1/'7 PERMIT # ~J>dft!/tf: UNSCHEDULED INSPECTION INSPECTOR ______ 7r~-· -.,1---,-.---.-------.- PLANCK#--,------ JOB ADDRESS / tf ,-..{ fjM-o~ 0/r/<-S' CUA i TIME ARRIVE: _____ TIME LEAVE: _____ _ CD LVL DESCRIPTION AC'l' COMMENTS CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB880494 FOR 11/16/89 DESCRIPTION: NEW OFFICE BLDG 61,347 SF 45422 SF OVER BASEMENT 15925. SF TYPE: COM JOB ADDRESS: 1925 PALOMAR OAKS WY APPLICANT: MOSS, GARY CONTRACTOR: OPUS SOUTHWEST CORP OWNER: REMARKS: T2/MH/GENE SPECIAL INSTRUCTIONS: TOTAL TIME: --RELATED PERMITS--PERMIT# TYPE CB891780 ELEC PHONE: PHONE: PHONE: STATUS ISSUED INSPECTOR AREA MC PLANCK# CB880494 OCC GRP CONSTR. TYPE NEW STR: FL: STE: (602)468-7000 (602) 468-7000 CD LVL DESCRIPTION ACT COMMENTS 19 29 39 49 ST Final PL Final EL Final ME Final Structural Plumbing Electrical Mechanical ..:fL C,;t> Jk+tl!PtcArt: ,tkrit" . ft_, --~----I+---------------~------------------------------ -· -------------------------- ***** INSPECTION HISTORY***** DATE 111489 110989 110889 110189 102489 10-2489 102489 102489 102389- 101689 101689 101689 101689 1.01689 101289 101289 092789 092789 092789 092789 092289 092289 DESCRIPTION Const. Service/Agricultural Rough Electric Rough Electric Rough Electric Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Gas/Test/Repairs Gas/Test/Repairs Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Rough/Topout Frame/Steel/Bolting/Welding Gas/Test/Repairs Aircond/Furnace Set Rough/Ducts/Dampers Exterior Lath/Drywall Rough/Ducts/Dampers Gas/Test/Repairs AC'l' INSP AP MPC PI MPC NR MPC NR MPC CO MPC PA MPC PA MPC PA MPC AP MPC AP MPC CO MPC AP MPC co. MPC CO MPC NR MPC CO MPC NR MPC PA MPC PA MPC PA MPC CO MPC CO MPC COMMENTS SWITCH GEAR SWITCH GEAR SWITCH GUEAR SEE COMMENTS 10-24-89 BASEMENT BASEMENT BASEMENT NEEDS PROTECTION CEILING GRIDS AT 1ST FLOOR LOBBY AT 1ST FLOOR LOBBY AT 1ST FLOOR LOBBY GAS LINE BASEMENT CEILING GRID CORR DISCUSSED W/JOB SUPERINT CENTRAL A/C EQUIPMENT PARKING BASEMENT AREA OPEN GARAGE AREA W/AC SUPR (EQPT & BOILER) W/JOB SUPR(GAS LINE/BOILER) etitp of etarlsbab ·REQUEST FOR INSPECTION RECORD ~/h ,,, -TIME:-=-.,.---,-----=,- INSPECTOR / /t-e.../"(__. PERMITNO. _________ DATE:S<.3~ -SJ OWNER _____ __,...-----~--+------------------- ADDRESS --a,L___ -.. REQUESTED.SY -~~~-'---"'--'=-=---=°---,LI--"""--'--'--PHONE NO. ______ ____,_...,_.. __ ,,___ Z/ PERSON TAKING RE~~~~-____ ....... ____________ _ BUILDING ELECTRICAL D FOUNDATION D FOOTING D SLAB D TEMPORARY SERVICE. D REINFORCING STEEL D UFFER GROUND D MASONRY D ELECTRIC UNDERGROUND ~ :;{:H~zE;;~: D ~E _L 1 o FRAME ---~--t--~""I .., ~ 3 Ze> )6. EXTERIOR et<fflt,{)~ (J""yt. l). t7'" D INSULATION /'f,v/..0 -~~ D INTERIOR LATH OR DRYWALL @ l...t7r' ~j'Y" - D FINAL f ~ PLUMBING D UNDERGROUND PLUMBING [i SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHQWER PAN , D GAS TEST D WATER HEATER ·o SOLAR WATER D FINAL g~~TIONE"P D:~~A 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 C!!ttu nf Qtarlsbuh .REQUEST FOR INSPECTION RECORD TIME:----~~ INSPECTOR ~~--J~..__--'---~··---PERMIT NO. --~----~-DATE: Y 23"-oj' OWNER~------------'----------~-~-------- ADDRESS ~ REQUESTED BY~---· ---'--~-~----~--------PHONE NO. ~----------,...-.--=--=--,r-,-e,..--7 PERSON TAKING REPO BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FRAME C'J EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL Df:'INAL PLUMBING Ready for Inspection: D Monday D A.M. D P.M. D Tuesday ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL .REQUEST FOR INSPECTION RECORD . /AA__ INSPECTOR-----~--- TIME=----~~ DATE: 5--I z--&79 --~------I OWNER ____ _f_.<'.'.'.:.,,M,,.~:::5:::::~:::::::__s=?-:'.~~~-7'-------..,_.,..,;---_'-=-_----,,,.q_-A-'-- ADDRESS __ ~+----~':}h,...e:~~____,,LL<'.'.k::~JLL..!.~=~____J~~::::u=i.L--'!....:='/-+-- REQUESTED B [:.2=~~L.e:--,,~*~~:f.d:.~~-PHONE NO. . . ~ PERSON TAKING REPORT:_,_~-~---- [J FOUNDATl~:10 FOOTING O SLAB ,"g[RlitNFOfm~~TEEL CU~ S D MASONRY D GROUT~ GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING 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 PUCO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL ~Y-for Inspection: D Monday A_M. DP.M. DTuesday ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND jl{ELECTR.IC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE OFINAL ~ ~Jj!l ~~ ~ @ ~ ~--f .. 0 CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL D Friday Qtttu nf Qtarlsbah .. ~ , REQUEST FOR INSPECTION RECORD ~. w~ TIME:~ INSPECTOR/~./: PE~NO. ----~----DATE: 5. -F'--{f:I OWNER ____ __,..-------------------.-~--------,!",.:¥-+-----~~~:::~ ~~~NE~. ddA/4i.J ?1::,_ ----"7""--,¥------. PERSON TAKING REPORT:,,,.~--=-~~-- .. ? BUILDING 0 FOUNDATION D FOOTING D SLAE! D REINFORCING STEEL D MASONRY D GROUT -GUNITE [J FLOOR AND CEILING SUB FRAME D SHEATING D ROOF O SHEAR tJ FRAM!; tJ EXTERIOR LATH 0 INSULATION D INTERIOR LATH OR DRYWALL 2. D FINAL PLUMBING 0 UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER·HEATER D SOLAR WATER D FINAL ~d:'., for Inspection: D Monday ~-OP.M. ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE D FINAL 0 QONDITIONED AIR SYSTEMS 0 SOLAR HEAT OPATIO D POOL D SPA D SIGN DGRADING 0 DRIVEWAY D FINAL OW~dnesday D Thursday D Friday C!tity nf atarbi~ah ,. REQUEST FOR INSPECTION RECORD 0 INSPECTOR JZ7~ez U::f:;: __ ~~~~--~~~:~ .5 -3'-g7 OWNER ________ ~------~~----,----,t-i----,f---,---~--~ ADDRESS--~-,½~-----rr-;,;---~---------',~'f!_~~~~~~~.!::,; REQUESTED BY ~1..,.£'.,:,~Zf:~::::__-~l/----=.:::::.==::__ PHONE NO. --~~---;;---,-~-,.,,-.:.-....,,.... BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE 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 PERSON'TAKING REPO ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS ---~~-· ,,,.A:......<..-· ~,e___:c~_,_. _ _,,,_~,,,..__-==-===-===:...==~-----~ ~ y R_e(7.for Inspection: D Monday D-'\.M. D P.M. D Tuesday D Wednesday D Friday Qtitu of Qtarlsbab , REQUEST FOR INSPECTION RECORD INSPECTOR .~ TIME:~--~~-=-- PERMIT NO. ---~----DATE: f-2 f:-?1 OWNER ~ ADDRESS ~ REQUESTED - ·BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DR D FINAL D UNDERGROUND PLUMBING D $EWER 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 ELE.CTRIC SERVICE D FINAL D SIGN D GRADING D DRIVEWAY D FINAL D Friday Q!itu nf Q!arls~ah , REQUEST FOR INSPECTION RECORD 'INSPECTOR _7ltu--"-,-____ · ----'--~ PERMIT NO.~-------- OWNER .. _ -~-----~----;-:,,.,,......,--,,-.e!.-~~,....;'-------::------,---#-..J-~~--- ADDRESS ____ ~~~-----£...L..Je:.!5:=.'.____J_~~,&_~~~~::_...i,,,::_~~~~::_ __ REQUESTED BY~~~~::_~_[,,_~~~~'.'.:_-PHONE NO. -~-~-~----A1--,,-...,,.......-- !3UILDING D FOUN!;>ATION FOOTING D SLAB D REINFORCING,.S I EEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING 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 1~Y for Inspection: D Monday ){ A.M. D P.M. D Tuesday PERSON TAKING REPOR"!Q·~~~~==:_ ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE~ DFINAL ~~ #v 1' ofAtO ~ D POOL D SPA DSIGN D GRADING D DRIVEWAY D FINAL tJ Wednesday D Friday <!titu nf Qtarlsbah .REQUEST FO.R INSPECTION RECORD INSPECTOR~--~--~--PERMIT NO. _________ _ OWNER----,---,j'<---fl-------------==-'::::::-"-;Jc::__'--1f:,:;.~---H----:;--~-,c..,,1-1n~~-;,-- ADDRESS __ .....,-j~'-1--,------,,-----,,.,.._!__:!_~:L=.:::'.'..._p_t,£.~~a_~~:1=~=:;;:;::::;;,~~:::'.'..._- REQUESTED BY ___:p.~~~~=---===---lb,..LJ.~!":'.!,,,,~~ BUILDING 0 FOUNDATION FOOTING O,,SLAB 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATING O ROOF O 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 0. SOLAR WATER D FINAL ELECTRICAL Cl TEMPORARY SERVICE D UFFER GRQUND D ELECTRIC UNDER<jBW?4ND } D ROUGH ELECT'6 T A I ~:~~· D\IA~i~ D SOLAR HEAT [j PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D F!NAL D Friday C!!ttu nf C!!arlsha.b .REQUES.T FOR INSPECTION RECORD 0//4 ,. TIME: -~---,,c--r-= INSPECTOR __ / __ / _ Ul-t_ __ ~--PERMIT NO. --~-----'----,-'-DATE:~--=,---,<-~'----+- OWNER ___ ---'----.-------'77;;--;;,.;--;;,.--cc..-.,';777-,.,,..------~"1--,~,--,--,-- ADDRESS __ -r,,4~=----,----,~:+-,..,.~:........=::........::=---~!:.k~~~E:::..:..-~~~a,,,t,..:::._:=---.::::::...:::...;::!....::~~==-.;;,;z.- REQUESTED B~ ~-------='--1--1-------PHONE NO. ________ '-"'=;::::::::::::;:::=:::~ D FOUNDATION FOOTING D SLAB D REiNFORCING STEEL D MASONRY 0 GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING D ROOF D SHEAR D FRAME D EXTE:RIOR LATH D INSULATION 0 INTERIOR LATH OR DRYWALL 4 D FINAL '{Jt PLUMBING D UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GAS TEST D WATER HEATER 0 SOLAR WATER D FINAL re~t for Inspection: D Monday ~M. OP.M. tJfV' O" PERSON TAKING REPORT: ..1.,C.~~~~-d ELECTRICAL 0 TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UND_ERGROUND ~ -'----',l--:==-,,-~-r--_,---------+,'T7"7-_~------'__, u,17i,-----:-,-~t--t--------'t----, D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA 0 SIGN D GRADING D DRIVEWAY D FINAL D Wednesday 0 Thursday D Friday lj, Qtitu nf Qtarlshah REQUEST FOR INSPECTION RECORD INSPECWR ~ BUILDING 0 FOUNDATION D FOOTING O SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILINy S/UB FRAME D SHEATING D ROOF.,R{SHEAR W [] FRAME D EXTERIOR LA TH 0 INSULATION n INTERIOR LATH OR DRYWALL 11 FINAL D UNDERGROUND PLUMBING D SEWER AND PL/CO LJ TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GAS TEST [l WATER HEATER 0 SOLAR WATER 0 FINAL ELECTRICAL 0 TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING I 1 ELECTRIC SERVICE v~~ ~cU/.s-~ .,_..~..,. -~~ SPECIAL INSTRUCTIONS ---'-------------'----------/-~ Ready for Inspection: 0 Monday !JAM. D P.M. [J Tuesday I I l I Thursday I I Friday ( \ C!!ittt nf Q!urht~ub REQUEST FO'R INSPECTION RECORD TIME: INSPECTOR _________ PERMIT NO. _________ DA"r'E: OWNER ~ • ~v_ ADDRESS 7/:M. /14L0<4A~ Q4JG..C ~ L ' . ~· REQUESTED BY ____________ PHONE NO. ___________ _ BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME HEATING D ROOF D~ RAME ~ XTERIOR LATH .,.i-,,_ PERSON TAKING REPORT: __ ~--- ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING (2) ~El-ECTRIC SERVICE D FINAL D INSULATION ~fF(__..,___, D INTERIOR LATH OR DRYWALL 6°.,/.1/Q D FINAL PLUM61NG D UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL SPECIAL INSTRUCTIONS ________________________ _ Ready for Inspection: D Monday ~. D A.M. D P.M. DTuesday D Wednesday D Thursday Friday <tl:itp ef <tarlshab REQUEST FOR INSPECTION RECORD INSPECTOR __________ PERMIT NO. Tl ME: -c:h-r/s;:z, -----'-----~-DATE: ~ OWNER - ADDRESS /f~ J*i-ol?l~ (§Ne;;,. -- REQUESTED BY (o~ -_ • PHONE NO. ___________ _ BUILDING FOUNDATION D FOOTING. Q REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB F 7'.ME D SHEATHING D ROOF D 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 PERSON TAKING REPORT ____ _ ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE SPECIAL INSTRUCTIONS __________________________ _ Ready For Inspection: D Monday D A.M. D P.M. D Tuesday D Wednesday D Thursday. D Friday C!!itu nf C!!nrlsbn.b ,REQUEST FOR INSPECTION RECORD ~/?A / . TIME: _____ _ INSPECTOR_-=-/_R'_~---~-~--------DATE: 7--/2-~7 OWNER _________ ---=-1+-'-----_s-=,,.--cu/;____..:.. __ , ___________ _ ADDRESS_----:--:;;t:!J,c;------:::;;"9"7 f-:"" ____ ~----~------::::::::==::::=:::-- BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D .FLOOR AND CEILING SUB FRAME D $HEATING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL C-e,J(.}. PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO r=o~ o TOP OUT PLUMBING TM 7 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 CONDITIONED AIR SYSTEMS /~RH~ ~~ ~cµ..,C, D POOL D ~p7 j. OSIGN 7; /3/~9 D GRADING D DRIVEW~Y /0. r{_,,.,---- 0 FINAL t SPECIAL INSTRUCTIONS ----~--'---------------------- Ready for Inspection: D Monday D A.M. D P.M. D Tuesday D Wednesday D Friday C!tttu .nf C!tarls~ah . REQUEST FOR INSPECTION RECORD ,, , L--77A TIME: _.,,...,.----~-.-z INSPECTOR ~~ PERMITNO.:----t'------bATE: R-/Z-FJ OWNER ______ ~~'-"",//_;ao;._..,..~...,:,,(."""'4:;we_ _ _,,,5" __ 2i7~~~1-~---------- ADDRESS _____ . __ .___ ______ ? __ 4_cl',-'C.~-'--· _______________ _ REQUESTED BY _____________ PHONE NO. ----~----,«-r:.c:,--~.,..-- BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D FINAL D GAS TEST D WATER HEATER D SOLAR WATER D FINAL Ready for Inspection: D Monday D A.M. D P.M. D Tuesday PERSbN TAKING REPORT::,.t ~~~~-- ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE INAL D Wednesday -~ D Friday C!!ttu nf C!!arls~ab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR _________ PERMIT NO. _________ DATE: OWNER c/ .• ADDRESS ·; ~ la'C:S @1</ REQUESTED~~~~ =-q::-PHONE NO.------------"-- . (!JP~ PERSON TAKING REPORT: __ -"---- BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING D ROOF D SHEAR 0 FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL Ready for Inspection: Monday D A.M. D P.M. DTuesday ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL MISCELLANEOUS DWednesday D Thursday D Friday l REQU'ESJ FO'R INSPECTION RECORD TIME: -,,..---,1,__,ls--__ INSPECTOR--------PERMIT NO, ________ DATE: t:[)/2 / ~Cf OWNER __ -=--~--,----------------...-----------/ ___ J~-- ADDRESS { q;;,s-PAW J¥J.kl4v G'r/Q w A-i REQUESTED BY _____________ PHONE NO.------'-~-------~ BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION tJ INTERIOR LATH OR DRYWALL /l-6/J 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 PERSON TAKING REPORT: __ ~--- ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL 1/ ~17Al'<l ~~ OJ~ A-r 5ivf47!:f, ~~ CON ITIONED AIR SYSTEMS •Q': AT // DPTIO '~U D POOL dSPA / D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS -------------,---------~------- Ready for Inspection: IJ Monday D A.M. D P,M. Tuesday D Wednesday D Thursday D Friday Qtttu nf Qturbt~ah o REQUEST FOR INSPECTION RECORD \___..,/'\ TIME: . -'--(7Q INSPECTOR y /1R_ ~ PERMIT NO. . · DATE: (/--e:2tJ-c> / :::::s-s---4-.-L-----..,...,......~.---==-·,,__· -n~~!a---CC......,'9---~---(!)::4_-7"9''-+_-~-H-::;-~.·--· ~ REQUESTED BY~ -~ 'PHONE ;~SON TAKING REPORT,__,.&~~·~~:___ D FOUNDATIO D REINFORCIN D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING D ROOF D SHEAR D FRAME ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BO!E~~j D ELECTRICFvE .DFINt'° ~ D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL DFINAL ~' 9~ ptd"" I . I: f"}> I r· . \-~ , 1 c,,-.,-~~~.-:-_,,...,...,.1-+-+-+----..-.ril---r'----' .,,_,..) I PLUMBING T (} 1--------'-'--------t....l 1----~-~-----1 D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST DWATER HEATER D SOLAR WATER D FINAL Ready for Inspection: D Monday D A.M. D P.M. (, fV' D Tuesday . D CONDITIONED AIR SYSTEMS D SOLAR HEAT DPATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL DWednesday D Thursday MOQ\RE & TABER TO 16760 W. BERNARDO DR. -SAN DIEGO, CA 92127 ¢' .. _ l+-,Yt(:~ .. ~.1;,-,.; ~} G~R-Y Jo~ ~ (o~Cf -~~ DATE -----.. ·•··· --·--··· ... " -----SUBJECT ..... ll ____ f.~PR~_i;:-µ~_. 11)~ .... Q.F.-"" "_rn OQ.tJf, -i .Thls e~ Ht-rs -_J:µ_.,s.e_cr~C) ____ Jrl_~--.. ·----··· .. ___ .f OJd.-_O~_tt-.ltrt _ .•. FQoTI,_,&~ .. ""Jf+N.f) r:t;!l!.'!_9,_ _ TM.t..-:1'1,. _____ 1() . _ /3 C ____ I IJ _________ . . .. ····-----. __________ Feet tµ_~ ___ k It...) e _ . )._ -~. A _ -:i/# ___ B. ___ ..... . . _ __Eoor1u6 _ --~ 1 t,.) -re .. 9 .. ~ ____ .... _____ _ ____________ .. . . T' H$ts.. ... At<.l:" . f}Llf.... . t...Asr ______ _1=:qo,1tJ~-~-___ T!:(lt:T ___ _J!_~-.p_~ ...... .l_f'::JS Pc.-c...r101u.J .. ___ -· _______ 1:)1,,.,1., . _ Rt_,;-. 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SAN li)IEGO, CA 92127 TO DATE J:) ___ _'R_E,;:.f{ls-s~.TA-"il U G . _ . ~-F-.. />JtJ.~t-~-l T!fr/3~ /tit.Ji?. _____ j/V..si>t:r~"(:~J)_: ___ }j/C_ __ .SfR~b ___ f-ooT tt,.leit A:'T ... _ L IW 'S" a_::-__ F\...lJI-B ( .. Eo.v~IJ't)_ .. tr. .. _"[JJ ___ '};;_£ ___ L~- --~-~Re>.c-~-__ A:r oR. . _i!nc"'-l ... TJ:/J=-'.. R~~_u1&f!EJ) . :tomr.ti ___ JfJ.,~~TtOJY_J.. __ . _____ ..fQOTlt--)6 e:x~f:i.UATION . .1-$>_ _ Aa:-_~e-~~~§ _____ T() ___ $t.. u((.~Y ·--re····------__ ... D Please Reply By D No Reply Necessary MOORE & TABER ~ . 167.60 W. BERNARDO DR. SAN i>IEGO, CA 92127 lO PATE . __ A ,1)~_>_; _ . G. s;-µ e , G A@. y . Jo"t:. * G::>~ -o-S I A ____ R~lc1.z..$£l-)~T1v IS' . __ .o,c.. 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TO_. -.... ~OWL .... fJ . .E: .. ····-.... . ----~or,,µt; .. _Re;CQ.'l> __ J::·t..e,.\J~11Qh.). _ _.,__ _ _______ . ______ .. _______________ --------....... s~ · D Please Reply By . ·o No Reply Necessary ,-' THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLE0 IN" CONFORMANCE WITH THE CURRENT ENERGY 'R~GU- LATIONS, CALIFORNIA ADMINISTRATIVE COD~, TITLE 25, St.ME OF CALIFORf'lf!'A, IN THE BUILDING 'LOCATED AT: ___ 1925 __ Palomar Oaks Wayr _ Carlsbad" CA _____________ ------------------------------------ . Street Lot Number Tract 1:XTERIQR WALLS: OWE{ !S,/COR~d N · 4· . ' . !~ 1~1 G ., . 3 ::Z-' I I ' Manufe:<:turer __________________________________ ,______________________ Th 1ckness /Type -----------. ________ -----------------------R Va I ue., ___________________ 0 __ 1 .J CEILINGS: ' · 1 i ' Botts: Manufacturer QY{~_i_~l§l~QR;~m';,~~-------Thickness __ : ____________ k__/( _______________________ : R Value, .... L .. 'J:------------ i l,_·· ........ __,,,_· _Bl_o_,w;..,n_,: 0.:!!:'~f~cturer ,,.:;=::;.:.-::-:::.:_;,-:~-,;:;:::=··,~a-""'''-"''"-;-.lbLckness ______ ,_, _______ ,_._" ___ ,_,c.~No\--B0gs, ::.:~"='--:_ca: ____ Wt:/Bag":::::::::::_::.::::--· i~ . , · Sq. Ft .. Covered ---------------------·--------------R Value _______________________ _ ~ ... 1 r ' ' 1 ' ,, ., ;• FLOORS: Mar.iufacturer :,--------------------------------------------------------Thickness/Type ___________________ ... _______________ . --.----R Va I ue.~---------------------- ' GENERAL CONTRACTOR ________________ : _____________________________________ _. ___________________________________________ LICENSE NUMBER ---------------------------- BY ----------------------------------------------------------------------------------TITLE __ . ------.----------, _____ . ______ Date ---------. _______ . __________________ · ________________ ,_ SPRING VALLEY INSULATION CONTRACTORS :~ce~,l~~ . , P,e,;dent I .• , I ~--_...,, · Date ___ ! !.,,-· ____ )·~?>_/ --·-.---------______ ~_ .. ______ , -~ ,; -~ '" . '. . M·OORE & TABER 16760 W. BERNARDO DR. SAN DIEGO, CA 92127 TO DATE .!:IJBJEOT _ :B&;:.t<.FtLL-___ f.!._t:;_ ~ __ /),J_fif?-::f:XJAY./fT',;"":-~---~--~ ks> 0 Tl N 6 ..S __ UJJ.,S____ rn £__,f(}_Q ___ 1s re, __ _Ct:!µ_1:1R...1YJ... . .r»&:r... rr. . Lfk___ /t~f-.~Y:]J!J.~f,€ .... ·-__ _ I . _:f]> ____ fJ1.fl_ott~--t _Tii_Bt 1<. . iE __ . ~v 1;,,-,_ .. _1$.lCIJ"I/ A rc..-b ____ /:0011!!-.:!_'5? ___ A:.te:r:::e.s . A;e,1;_, __ _ _ 13.~~(.fJ~_{,, __ e;. "Q Tl). . 77t G --~/JS$-Or ~F(;ar1.JV.tr._. Jtt~MftTlOA.J -.~1 .. :r11 ---' ___ tL _____ -$ Slit;~---6,il/NJ)_ --:-_~e:1·!f &"N.'r ___ S,ult~.:/ t:>11_ _____ Ce:u,.JGi...ttI/l . .._ __ li;_,..1 ... -_ ,_ .. _w,~.(,,, ____ Afa_-r SL~N.1 FI c..AM_°Lk y ___ cue_µ&. e ____ .l}te; ta_!t.;J) __ . Jl~~IAJ4t-. ___ . _______ _ .. CA1...-:_cv,.!.-HTc t) . __ J:o~ Tti.~ FoO.tL~_fE>_L __ -.... -------___ _____ ______ _ . . . ______ .. __ _ -mAtJA&~I!. ()f" Fn;.t.t:J Sdt11e.E s ... ----.... ----. . -----I.. .... . .... -.. -... ---------------------· .. /)10IJ~I; ( 'llJ ,8~~ · .J"GJt>ctR)/16/Mt: F/&-t.-.b fi::-:CNIVl,::Z//f/Al: D Np Reply Neqessary ii.; I MOORE & TA.BER 16760 W. BERNARDO DR. SAN DIEGO, CA 92127 TO DATE ( _ g _ _f 1;: PR €S s:;_µ _TTt n fl.~_ 0 f: __ . l!fett If._ e_ J _ Th Be~ ___ jj lJS .LM~a-_e;_r,:;:p_ · _ ... I ____ 1)1.e ..... FD~t,()w JN ~ . _ Eo.or1µ1S5 __ ·f-~.ov,u-1> __ : TL1c~ __ : ___ T_{L_]$. __ ~---_ ...... --- _____ ft_<:,L:.,CPTA:B1., 6 _ _WJTII /rt;~IJ:R.:D ___ Lll ___ :J>t.7..Tl·l_ ___ jY,T!)____ 8£-;a_lf-p_t;.,J'-.. · ,_ (,(; ND I TIP I,) S f . - __ _E_()f{.. G1$VTJE.~_lj Nlt-)1 _L-: ______ (i!t,_ !1L; .'-.Pl,JT_.)Zt;ti!S:,; .... --···---. .. _ ---------··· _ .... . t.o_t,:,1~~-~ . . .. . L..u~ e ____ ;i -~ __ .. ':. ~N ~ .i!l -:-J} __ . .L,tv-e:.. ~ ... Q..~_J\. ~-------------. ----·-·----·---. ____ _ ..... --~.i~_e ____ , -:_ B ___ . L\\-)_s . ~~s .. -:: .. ~-_.: -~ --·-----·-~---- .. Lv,.> E". -(.; -~-·-· .. . D Please Reply By · D N9 Reply Necessary MOORE & TABER 16760 W. BERNARDO DR. SAN DIEGO, CA 92127 TO -. trfi}JLG!lf!.'I;. G1,;~ti_ . ~oa .... Ga,g DATE , SU!JECT .. Ji __ R$P~~~-A.1_'JJ4.7':1CJ a-Qe: .. /)1()_/)t{e_f TA~IC. .H 11.$... .(IU$f&~i~.JJ__ _ TH, ___ Sount . __ -------Gxn::: P.to~ _ pr;,,or1AJs . £1CcJt1u A ncAJ_ .. j. f:.!J v,.JJ.JJ IC .... 7!J lf_lf[ __ _1_~.._ ____ 8_,:;l) &.oc«:.: ---· ____ h'J'. ____ 1J-f G: Re-.G>v•t?~ t) i;t,,$ViFTto,v __ _()~ _. . J3. e:t.-~'1-J __ . -}--· LT' 1.s ····----·· _ .. _ _________ Cc;>N.91,ee~~~ ______ TO $1; ______ ltct.-_t$.P_rn1J._1.,_G___ _ _/:flOl'/l _ .A ... 61JP. i!S"C.,HtJ.J.GfJ.5-__ ______ ____ " _ D Please Reply By D No Reply Necessary . . -----·-·------;-;. . ; ~ t . MOORE & TABER 16760 W. BERNARDO DR. SAN DIEGO, CA 92127 10 4--.:2.l-81 , .. AITt-:)·_~_c,_~R:'IJ G~e: . Jo-e. ~ &~t::t,-og __ 1:\___'R~~ieGs~nT111s ... OF .. M.(3'.o.~-~ .J--... Tlf/3.6r< ~ f:I.IJ:.S..: · 11,1sfli:cr1::;-,0. ____ Tri G: .... FO~t..()~f~_G F'oa_T_L"-'~ .E.xcJ::)Jltft.J: 101..J s ...... / .. EPP·u~ ____ T.'t:J .. ~. _to. __ ··--·-·- ----8c ... _f.\ c;.G,~'rn-~'-e-_ A• _7:H?. . R e:-_~_v_1 ~~ t1 ____ ;J)cJ~T1.1.$: __ {r Tt-1~---_ .. . .... JL~ .. &. \l} Rte t)_ _____ . -$e-PTJ:L . 0 F ___ _£~_b?_$ __ 1:&ATlq N ______ .t N Tb .. __ 1:r:;ppo __ ~~---- fo~ .... _(e_~e>TJ•~'-tlf,.JJ~A 1.-s .4.J-J:r> 1T, o ~ iS_L_G~Abe-~~Aoo-_ "".' L\~~ --~:J ---~-·~-. 1::). ~ _ . _____ ·-· ' . . E,f\S°'\' ··-· ~f'ft"'~ . , f OC'Tl~G \-.• '.tf\.b r--ootl.~~~-:::·~--e;:µr.}~1;--_ -St~~--.L HJ iE J ~-q-t_'D,1]>::.~';l;p: ! .,. ______ S_ov-nt .Sf.R~h FoortN.,., f~e .. F.OO"ill.l6'.$ ...... _f;AST Y2. __ (~.JtJ_(: ..D, ~-,~-JY.l1e~_P_OJf.,!i k).l>.)5' __ ~/..) . ________ 0\,)JfA.-.~x C-A..VAT~t). . _ FoorltJ ~.$ .... /iXClt-l/.'14_t'_l0.N$, _ n-1.ft.t..;.. .. 4$,L,f__ ____ JJ.te.QV. ~HJ:_,,!, . · TD._. _J)~.s, f:tf..l____ Poor 11.J(p __ .. Bor'r?l. ~-1. _ . r;_itf.1/_fr'T 1_Dr..! .. § ______ _w-1.rM _ $J.,,1,1tel?1( • D Please Reply By D No Reply Nece$sary ' ';i City of Carlsbad ..... .::>",.,~.,. ... ~~-.._ -'-------~,.,,..--...,--11c .. ;:!J •• , .. ,.,•,•,•,•.•;•n•11!l11111;•.,•a ... ~1111@•••z•@•t•-11111i•~ .. ,·,···t•§1111;~1~1• December 21, 1989 Gary Moss Opus Southwest Corporation 4742 North 24th St 270 Phoenix, Ariz 85016 OFFICE BUILDING 1925 PALOMAR OAKS WY BUILDING PERMIT 88-494 You have asked us to confirm that a four foot wide ramp at the front entrance as shown on your approved plans is correct. Your building has a front entrance and a north side entrance, both handicapped accessible. The parking for the building extends the full width of the building with at least 33% of the spaces closer to the side entrance. The side entrance goes into a subterranean ga:t,_age containing 39 spaces and an elevator. The occupant load of the building is 450~ Thirty three percent of that is 148, so occupant load for that entrance is 148 plus 39 or 187, which makes the occupant load at the front entrance 263. The handicap regulations provide that if the occupant load at any ~e exceeds 300, the ramp must be five feet wide. All other ramp{ must be four feet. . ··~~J~ Wayne Morgan Mer Camero cd 2075 Las Palmas Drive•Carlsbad, California 92009-4859•(619) 438-1161 \ ' ----- I .. YJil~~IOri Mi\.~ ·~~!~~ "·~:.,, .a.8 ....... ........ f 4 § ,~·c,,'-· -~--- · .... i-4-(i 16.0.G~·'""\".t-, --~~·'I! .. 2 .. «' + ,.,.,.~? --· --'[ 1 l . -J ~ d ~· l ·, · 1211cP.;111 . . _ DETAIL .SHOWN FOR INFORMATION ONLY ®&;1'1f' C.URf!:> /f{efAnJ.11,~ ~ ~IL.. ex,~r.. ~. ~Ten · ... -~~L 4.~~ ------ &..::.J----~4~·~4· ac.. 14 (ii)t.+11 P~c.. ~f=.t.eo ,~o . ,SX.l~"f. ·fa:'fi~ ~ -6S( I~ 1J~~8· E,ft?,<"( ~~ (d::)2--<f~8 -IOX)~ 6,,/=7 /705.,S - Y-1 'f'V t,}o --v'{-":; ~/) ~v 5fal b OPUS SOUTHWEST CORPORATION PKOJEC'f Opus Pl.t~a Phase 11 * *;ltlclrltlclttt.kft***** *"* ltlt #cit It FIELD SULLET(N ****1tltltltltk1t**ltltltltltkkltltitit 6Ut..t~ETIN NO. A-4 Stl"l'. l'RO.JECT NO. _ _.A=7'--".,.2_,4...,2 ________ _ (A-Arch., $-Strut., M-M¢ch., LOCAT(ON Carlsbad. CA ISSUE O~T£ 12-19-89 l OF 3 ---E-£1¢cc.) surr. Gene Schaul • PROJ. MGR. _.....:..G_,ar_,Y"--=M_o_s.::s'---------- ITEM NO. l. OESCR:Cl'TtON: See acc0111panying sketches-. the nort:h end of the handicapped r~mp ha~ been extended by 2 1 -011 · RUSON FOR CHANCE! Conformance to local building safety requirements. , . .. *********************k*********************"'"'**"'****"'"'*-k******~~k~k***-***•***"'**·~*** disc: F. COORO. G. llermt11l. l!.M. G. Moss . ............... .___,, __ · SUPT. ___ G ........... s_c_h:;::a:,:u.::,1 __ D~C. M. Fa , OTHER f.NCR. M. Leder.le .------------ I i ;/ ., ..., ... , ' .,, ) I~-~ I ~ ff.!...\ JI . t i \j . l '•' I \ ,, ··, /' ( ··-··--··-~·· .. .,......_, , \ ..... ._ ..•.. -( / \ I ~,· ' \., . ., .... ,,...,,. ~ ....... , ----- ~ OPUS SOUTHWEST CORPORATION DESIGNERS • BUILDERS • DEVELOPERS DECEMBER 12, 1989 CITY OF CARLSBAD, CALIFORNIA BUILDING INSPECTION DEPARTMENT 2075 LOS PALMAS DRIVE . CARLSBAD, CALIFORNIA 92009 RE: OPUS PLAZA II 1925 PALOMAR OAKS WAY CARLSBAD, CALIFORNIA TO Wl:IOM IT MAY CONCERN I THIS LETTER IS TO NOTIFY ALL CONCERNED THAT CEILING MASTERS OF 7330 OPPORTUNITY ROAD, SAN DIEGO, CALIFORNIA( SUBCONTRACTOR OF CEILING ASSEMBLIES) HAS REQUESTED TO CHANGE THE FLOOR TO CEILING DESIGN ORIGINALLY CALLED FOR BY THE ARCHITECT OF THE BUILDING LOCATED AT 1925 PALOMAR OAKS WAY IN THE CITY OF CARLSBAD, CALIFORNIA. THE AREA OF CONCERN IS THE FLOOR TO CEILING BETWEEN THE GARAGE USED FOR PUBLIC PARKING IN THE BASEMENT OF THE BUILDING AND THE FIRST FLOOR OF THE OFFICE BUILDING. ACCORDING TO THE 1985 UNIFORM BUILDING CODE THE REQUIRED SEPARATION BETWEEN THE TWO OCCUPANCIES ( B-3 FOR THE GARAGE AND B-2 FOR THE OFFICE) IS A ONE -HOUR SEPARATION. THE ORIGINAL DESIGN MADE USE Of THE FLOOR TO CEILING ASSEMBLY -D-212 -AS DESIGNED AND TESTED BY UNDERWRITERS LABORATORIES OF NORTHBROOK, ILLINOIS. CEILING MASTERS HAS REQUESTED USING UNDERWRITERS LABORATORIES FLOOR TO CEILING DESIGN -D-215 - IN LIEU OF THE ORIGINAL DESIGN. SINCE BOTH ASSEMBLIES CARRY A TWO-HOUR RATING, AS . . PROJECT ARCHITECT OF THE BUILDING I HAYE ACCEPTED THE SUBSTITUTION. SINCERELY, ,..,._, m-.. ~ SALVATORE, AIA PROJECT ARHCITECT OPUS SOUTHWEST AND INDEPENDENT AFFILIATES IN PHOENIX• MINNEAPOLIS• CHICAGO• MILWAUKEE• TAMPA• PENSACOLA 4742 NbRTH 24TH STR!;E.J• SUITE 279 • PHOENIX, AZ 85016 • (602) 468-7000 OPUS CORPORATION • DESIGNERS • BUILDERS • DEVELOPERS BOO Opus Center 9900 Bren Road East Minn(ltonka, Minnesota 55343 (612) 936-4444 December 4; 1989 Mailing Address P.O. Box 150 Minneapolis, Minnesota 55440 City of Carlsbad Building Inspection Dept. 2075 Las Palmas Drive ca.rlsbad, CA 92009 RE: Opus Plaza Phase II, Carlsbad, California To Whom It May Concern: During my job site visit on August 25, 1989, two areas of disfigured floor deck have been obser:ved, one on second floor and the other one on third .floor. The disfigured area was about 12 inches wide and appeared to have been caused during unloading. The composite deck used is Verco W3 Formlok 20 gauge steel deck with 2 1/2 inches concrete topping and has a superimposed load capacity of 206 psf. The specified superimposed floor load is 105 psf. With the decks in 3 foot wide modules, the loads from these localized damaged areas should be able to be redistributed to adjacent areas through their load distribution capabilities. The floor system in place should have adequate capacity for the project design loads. If there are further questions, please feel free to call. Sincerely, ~~w Louis K. Ho Senior Structural Engineer /ck cc: Gary Moss -Opus Southwest· Opus and Affiliates in Minneapolis • Chicago • Phoenix • Milwaukee · Tampa • Pensacola n· WATCTn liAMMCR MRf:.STOAS PRECISION PltJMBlft~G PRODUCTS~ INC(> AIRPORT BU:'>INESS CtNTEK ' 7021 N.E. 79th Court o Portland, OR \:/7 21B \l':t. (503) 256-40"10 or -i01 l ''Specify with Cortf,de-nce -lnW,11 ~,.,,i1h Pride·' Cable: PiHPl.UM • Portiand, Oregon Teie7' No. 151055 TRAP PRIMERS FOR FLOOR DRAINS Specification -Model P-1 (Part Number Pl=500) Model P-2 (Part Numbt:r P2-500) l/ 211 Inlet/ 1.; 2" Out l~t: To be Precision Pluutblng Products, Inc . .aut:cmat:ic brass trap primers activated by a Jrop in building war.er pressure. Model P-2 for one (1) or two (2) drains with distribution unit, and Model P~i wi~h distribution unit priming three (3) to eight (8) drains, aome adjustment required, locaLsd anywhere in an active cold fresh water line, as indicated on draw·ing or r~quiri:!d by code, or etpproved equal. Uni.1.:orm Plumbing Code 1ist:ed. A.S.S.E. Standard 1/1018. Specific<:1.Lion -Model Prime-Rite. (Part Number PR-500) 1/2" Inl~t/ 1/211 Outlet 'l'o be Precision Plumbing ProducL:~. Inc, fully e.utomatic:, all brass trap primer valvet acLlv~L~d by a drop in buildi~g water pressure~ no adjustment required. Model Pr1me-RlL~ fur one (1) to £cur (4) traps with distribution unit, may be located any- where :i.n an active cold fr~8h Wl:l.ter line, as indicai:ed on drawings or required by C')de, or apptOVt;;:d equal. Un:iftirm Plumbing Cod~ listed. A.S.S.,E, Sten.dard /11018. Specification -Model Oregon #1 (Parc·Number PO-500) l/2H Inlt!L/ 1/21 ' Outlet To be Precl8ion Plumbing Products, Inc. fully automatic dacovin bodied trap orimer valve* ~ctivat~d bv a dron in building water press~re, no adj us tm.en t 2:·equired. }k,:1~1 O:i:.-egon !Jl body <ind components fabricated from d.acovin 4051A.,NSF appt·oved. Meet::; ASTM ... D 1784 Type l t Grade l (124548) requirri!m~mts. Mod0l Oregon Ill ·will primg up to eight (8) floor drai.n traps i;v~ th distribution unir~ May be. located anyv1he.t·e in an. ac.:t.lv~ cold fr~sh water line, as indicated on drawings or required by code, or approved equal. Uni!orm Plumbing Code listed. A.S.S,E. St~ndard #1018. . T'CMl'CliA Mm,5CALD vALVE:$ tlAC 2 BAC MAi\lll'QLD ,fiJi.P PKiMER VAt.Vf:S & M.l.>,Nli"OLlJ..:, A~.:Tl•S\',;;. . .:.,·· '/ALvE::; rr· R ;! : l! I! Automatically maintains ~ co~m tNater seal in from 1 to 4 floor drain trap$/' \k!usi the facts: This ~II new lnnovat!ve trap priming system aulomatlcally pr!m$S up to 4 floor drain traps Md requires no tldjustments. It does not need to be placed near a f!xture and operates vlc1 line pres· sure drop. CoMacted to any cold water line, It rs automatically activated when a valve or faucet is opened anywhere in the bullctlng. TRAP PRU\flER VALVE SPECIFICATIONS Macl-uried of corrosion resistant brass~ceir1tains no springs or diaphragms "O" ring seals tasted for rella· bility at a temperature range cf -40° to 450 6 F. Installed anywhere on tt1e 11110- at lMst 12" above the traps to lnsure proper flow. lnlt:7! open•ng W male NPi, outlet ½" female NPl. ' ' ' pt \ ! . ij # . . . -. ·v " ~~I~; Paten1 No. 4,:;-· -__ J NO Adjustment Required l '" "-\\X H XX. · .. X '." X :coy :n:(O' X :\· X n j{l{ X>i \' vy 11' '.t '(~ix~ ~vyv \;'ilV ~/ ',l',llf ll~·x~,J: YVVYVVt1Y.Y~V\'VV VVY.Yi1VV1{\J~~f\JVV\JVUyu~vv.v.,r~:v~V1 i I V1JOUilUVV ,-;?!) ~v nn} .. 1 Vn nh n *) 1 iYrn wn ln .. , i-:n n'YrYn'l"nrrfn', ·n rYiY\-Yh·Y\'t'l!'Y\ t-YY'lr)' r't liYVrYih\-'};') '{nd'rt\' 1 ·tY\r)'YV~: 'S?S',.. ·-----------·---. ~ i ~~ .,.. __ .. , -----~ - ------_;,<;:;:; ex~ ~~ ~ ~-ex-\.~---, ~-,~~ ~ AMERICAril SOC~IErfY OF SANffARY E.l\lGINEE}tlrJG .~ ~).-u. ~ ... ~ ,,.,;;.,,,-..:::.. C><" ~ ~..-><:::-, ~ For P!umbing aiod { /~~·~= ·1 Sanitary Research ~ ~ ~~1/ .>C> ~ < ... :::::::.-----_'5<5, c,...,__ ___ _, ...?<> ex-~ ' _>C> o<"' ,;,.-~~-""Tv :>'.-, ~ . --~ -~ c:., . x:::, s_;f ~ 3-g ~ ~~ ~ I Thfis certifies that Precision Plumbing Products:~ Inc. is authorized to display the A.S.S.E. Seal on its ~ C><"" ....;><::, g~ Trap Seal Primer Valve -uPrime-Rite:11 ~ 1/2" NPT ~ c;::.;------------------------------------------_.x::::::, ~-->-0 ~ in the manner and under the· oondrtions stated herein and any .sup,plementaf description sheets! ~ . g:$: I 10 9 ~>,-..::, & ~ in accordance with A.S.S.E. Standard Number fo :Z;; ~ ,.,><.":• C>, ~-~ _..._.,., C>?--r.:::::, ,.::::.::,,,''~ --~· ff r-.,.,.)'• ~.-~ -g:,;::: · Thi$. authoriza-tioo is issued for one O) year from dale hereon and is renewable a~muaHy for a period ~ . -?<:::::J ~ . of five (5) years subject to nm conditions printed on the ni,1ers(0; sid-e of this reriifiea'le. ; . ~ -::=.::,,..-'.. _,;..-::::, >-::..,..,?--<'<::> s-~ The SE.Al. displayed on a proch.11ct im;Jkaies that the product has. been tested for compJiam:e with ar, ~ . ~ appropriate and a-r.:cept.oo A.S.S.IE. Standard fof' pen-ormance in .a system of piumbi!ng. ~: ,·.:.:;,<" • ..;;,<:: _,...--.. ~ ~~ · The American Society ,of S..1'llni1ary Engin .. ~irig h,'.':ts creat<td tr~ f>E.Al pmgram to enccy,~1rage improvem,~m~ :s; ...----;.;:i, .. i. ~ ~---' ~ , in plumbing prod.!f.lcts and s.ys.tems in 1he interests of greater· r,woteciion of pubHc health and safeiy. l :$:~ ~-,-t """(""·-c< I ~-~~~· c.~..... :..:25 6< -,.-~ I. c......::"· '"".. ~-~ . (:.::::i~~,t,,i,,. t < ' "'i'~·~S:/ ~ ~ :~ ~ ~ ~ ~ \ ~ 2:.;::.-j t '\'!, _..,.,.-..:::-, __ , ,......, • ti. ...~ 1lt """.,...~-,. l• C,_;,,. ~ "'I: ' "le4" .__.. C.:><:'" , ( ii' • 1' ~,,:-•O::::::.. g:;= !»1rt 5/9/85 CHtY1,M .. A\N.___r1,:iz~ ... Jo~,~wLt~ ~\·~f~,,~ .. J...0,11:' 1 ~:? ~!' c,r. -.,,, (J ~~ r-=~ r...:;:.:,~"'t.,q,, ~ ; ~~ c~~ -- !/i:;'}.W,{'(,N,l'{~\W&,, \W#l-lWN0lb.\W,'Y.~"IN-I-N&Wr.01\Wx½½Vr.~'•lif,WN-NN-t.fi&~ l Jl,:'i s. Ra11du, S;1111a F,· Rd. lZlCK ENGINEEIZlNC CCJf'vll'J\NY San l\larcos Calih,r11ia <J20t,9-2JJ8 (t,lll) 7-1-1--180() August 29; 1989 Mr. Lloyd Hubbs CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, California 92009 SUBJECT: MISSION WEST LEASE PARCEL AT PALOMAR AIRPORr/sUBGRADE CERTIFICATION (RICK ENGINEERING JOB NUMBER 10683) Dear Lloyd: The subgrades for buildings A, B, and C were checked by field survey on May .12, 1989 as shown on the attached Exhibit A. I certify that these grades substantially conform to those grades shown on the site plans bc!,sed on a 4-inch subgrade of sand and a 4-inch concrete s.lab, ap required by Geocon an~ outlined in their report dated July 28, 1988. The subgrade elevations were verified at the top of the sand layer. Certification within this letter is defined as accordance with Section. 6735.5 of the Business and Code of the State of California . . -----"\ \ . and used in Professions y'\ ' ~ I, ' Y.'J'!L 1-=i •C•y ~.:':,..:+ ,_ ,_ '·-·-OPUS SOUTH, WESTH OPUS SOUTHWEST CORPORA'I''ION ~~.*~****$$¢$~~~~***~$~*~~~***~$$~*~$ FIELD BULLETIN **··~**f.$$¢**~~****~***~~~~*~$$~**~~~ ITE,M. NO, DJ;SCRLf_TIQN : REA§QN FOR <;HAN.QE _ l dist: Revisions to the electrical room ounfiguratfon, first floor at Grid Location 6.6·D F. COORD. G~ Uetro,~n SUPT. G. S£h'1u1 • ENG_.L Ho OT.HER Cr ,.MO§S_ G-C..; t>Y tvAW!:C:,"fi:,,I(.. A:S~ p~~ ~J Revised lti.formarLort t'rorn byr1~d:i:otd-c and $.D.G.&£. .,, I'. I ·' ,Jf ·./] .. <I 1 · .. I ! ! ,f.: i r I $ { 1-01/r I POOR QUALITY ORIGINAL S SUBJECT Iv /Z' .r, PR OPeY<.'7 ~A-iR/>oR, -~-- . .. . ~ ~---·------~ ,.. ___ . __ _ 7· -FROM GEOCON INCORPORATED 6960 FLANDERS DRIVE -SAN DIEGO, CALIFORNIA 9~121•2974 PHONE 619 558·6900 -FAX 619 558,6159 --------------- -------------------------·-·------- ·----------·---- ---------------------------·-· ----------·----·-·------- --------------------------··-· -. ------··--··---------·· -.. ----·-·-----·-·- DATE_~~~-d.-~_0_f"_f_ SIGNEoU/4~ ... .. , . . . . •, ... : : . ·:··. •: •': ( ·.,.· ( ( _ ho!-'t fittlng & Ut. ~,~-mbef / C,.~~~'df.a on H.IU ~Uular OtrGk Gef>6tai N~ils; I -~ ! I f-j 'rli' ~·.:i-4• 1/,;',14~ '111' ¼" -;11• 1>,.,• 1-;·_w.:ir..- 1. h&noor v.rir,crl; ~r'Q;.110 r.c 1c..:.&re,:i ~'"":-i,, ~i'":!t tr111111~ tpf;G~ .in,a !'i(e -s..:ps.:1s.t-~n. re11~t r,otcr lttld 48• u (; , t/' fAf' th-:f "''3.QVlf{h~ran ot tho ~pe.;.f1r UL ;1e~;g.:-t. "1 Ai1 00..,. Cto~~ l~t ""' to h6'10 h1tnger \\U:tb di! ifl-:i1r ,1~;dpu=11~ .:!: f.1:1~-aP1U!,~~ c;.:. lt:t6'!if.O ,•it/\ 1r:~ ('11l-!fte.'\J "'•1Q i;.;!Mr·V: \lii,10;::.hc. .. 1 m St.1f\d:.:!.fd ,UL 2C3, afa.o krYJ"" "~ A2. t,AStM £-11lJ i,rnJ NfPA 2S1 . SHOP DRAWING REV!EVI 0 APPP.OVEO RmrlSE ANO RE$tiBMfT FCRR1=CORD, REVISE ANO RESUSMtT !!'CR AP?ROVAL ev.,,,..~.:3...:-'---~DATE iO· ~4-e1 Ol-"US SOUTHW-Esr CORPORA ilOt~ 474~ NORTH 24t.l-i srns:zr, Pl {OENiX, KZ. 85016 {602} 4GJ•7000 I J . r ' I '"'· l':1(,lrl-<!awr. i!lip~ a:~ 1:.·c~hec' •1,t,~n ~11~ 1.·e·:6:£'"...J. !_ • .._1,"' j 1_:i,·:Vi.' .~ o•',J:t •. ½:tt1<!> \i, .. t·· 1 '} Jl, '~i): S .!"1c, fl1.tr.1<C"il CVlUftY• •fld!Catez Z£i'" .,i; ~a· 1,;,it,_.df (;:'llf ._ ,.,_;;:,;; r,Q1•'":i 1..,..rrh..:,,: 1:~f11'1S !::.t G •. u;;pat1~1~ri r.cqi,Nc-m.cr.fo . a. C.·c,11;,ult LIL r!•!I P~.si'.'i.; '•t.}~ O't t.;:'.0-:1 A-,v H.•;..))l·,,~,:, 1 •• {',.J(il:,t!" ;;• r'°,~.::·mui,,;.;l !··~t.Cd i,. ~;a_:-~,,: r~b1&~ Page 1 of _L __ J\M7~~o!s~~~ E~3~!u~=~~t!N~ ~~~-~RAo:a~B~!s~~~Dr~~~- lillrr._ ~ San Diego. CA 92128 Corona, CA 91720 Modesto. CA 95356 Yucca Valley. CA 92284 (619)-695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 INSPECTION REPORT Pro1PCf # \ \0.~Z-Q? _{f(Ag Pro1ect Name (per plans)C/iei.Sl:z.~. ~-~--~-----Building Permit No._~~~-f---"---- Add (I I~ 7:h Plan File No. Pro1ec1 ress ega __ --::+C\--...A-i..a -. ---------- A h t 1 f"""Y'>I IL-C I J ;1"11, -~~=-r--Govt. Contract No. _________ _ re I ec -\..II""-~ ll.Y~c.\.-------------------- Enq,nePr L ~ -\\.c2~--------------------Census Tract No. __________ _ Contractor o~~~:..JI.....:. ___ __;_ ___ ~-------------Other --------------- INSPECTION CODE OSHPD FL04 OSA 'FL05 Specialty FL06 Mftchan,cal FL07 Eiectncal FL08t . Roofing FL09 ~ Concrete FL10 Masonry FL11 • _ Struct Stf!ffl FL12 _. Prestress Cone FL13 _ Pile Droving FL14 ___ Fireproofing FL15 _ Walerproolrng FL16 _ Non-Deslrucllve FL17 _ AsPhall Paving FL19 MATL SAMPLING CODE ~ Concrete Cyhnde,s cc _Cement C _ Morter Samples MS _ Grout Samples GS _ Masonry PrJSms MP _ Masonry Bloc~ MB _ Frreproohng FP _ Units (block O{ bnckl UB __ Asphal11C Concrete AC _Roofing RS _ Rernl Steel RSS _Steel ss _H.S.Bolts HSB _ Tendon (PT S1r1nd1) TS _ Other _ Olher MATERIAL DESCRIPTION "'-.. INSPECTION CHF.CKLIST _ Aerni .. Rebar ________ _ -Plan & SJ)tlCS --------- · _ Re,nl · WW F ________ _Clearances _________ _ ,--:--Rernl. Tendons ~-----=-h---_ Posohons _________ _ _"I Cone: Mix #/PSI~ ,i~p\A·1r'---· Sizes _______ _ _ Cone. M,x #/pSi ______ _.__ __ Laps -------··-·· _ Cone. Mtx #/PSI ______ _ _ Grout. Mix ·#/psi _ Mortar Type/pSI ______ _ __ Unrls Block ________ _ _ Unrls Brick ________ _ · ___ Sleel __________ _ __ H.S. Bolla ---------- -Mela! Decking· ________ _ _Electrodes-------·--- -F1reproof1ng -'---------- _ Qlher __ ~--------- '\.._-Fulure Conlrnurly _____ _ _ Consolrdatron _______ _ _ Mortar Batching __________ _ _ Electrode Storage _ Torque Apphlld ________ _ _ Corrective actron required ----···-·-- -Corrections completed ___ -·· .• _____ _ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections oft · g codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or pro· tr I. · INSPECTOR SIGNATURE NOTE: Inspections based hour minimum,-8 hour minimum aft~r4 hqyrs, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p . on weekdavs. · · · IJ-·' Page 1 of _f_ __ lh ~,~!!!.~~-~ E~,?~=~~~N~ ~~~RA}:,?,,~~-~:, ... ~~- san Diego, CA 92126 Corona, CA 91720 Modesto. CA 95356 Yucca Valley. CA 92284 . (619) 695-3730 (714)'272..f230 (209) 576-0813 (619) 228-1754 INSPECTION REPORT Pro1,ict II J l_Q_i-.L2.::.;._ ______ ---=-=-----'------1 /r,.d Proiect'Name (per planse&.~~ ....... E .... ._~=::::U=D(ic.>.'!'---------....c..---Buil~ingPermil No~ -'f:1 () Pro1ect Address (legal)_ l 'l"Z..S "P::ALOwtA~ Der~=~~¥---------Plan File No.---------- Arch1tecl . O(Ll~ '3()(,t~'\. Govt. Contract No. _______ _ Engineer \.,. .. __ \tt, Census Tract No. _________ _ Cont raclor Op vb ~.(Alli,We::'?t . Other--"------------ INSPEGTION CODE ~ArL SAMPLING CODE MATERIAL DESCRIPTION "'-., INSP_ECTION CHECKLIST OSHPD Fl04 _ Concrwte Cylrnders· cc _ Re1nl.: Rebar _ __,, _____ _ _ Plan .4 Specs ________ _ OSA Fl05 _Cement C _ Re1nl: W.W.F ~-------__ Clearances ________ _ Specially FL06 _ Mortar Samples MS M8chan1caI Fl07 _ Grout Samples GS Electncal FLOllt _ Masonry Pr1tms MP "' Roohng Fl09 _ Masonry Block MB Concrete Fl10 _ Ftr9Pl'OOlIng FP ~ Reinl.. Tendons . _ Pos1t1ons _________ _ _'4 Cone: Mtx #/p,iC..!fi._[l~ ~7Q/3 Dl>l'e'd Sizes _________ _ _ Cone .. Mix #/ps, ~-q_-~ rl0f.il_ Laps __________ _ , _ Cone. Mt• #/ps, . . ,-Future Con11nu1ty ______ _ _Grout.Mix 11/ps, ------'-----_ Consohdahon ________ _ Masonry ·Flt1 _ UnIt1 (block or brickl ue _ Mortar· Typetps, _______ __ Mortar Bllch1ng ________ _ . __ Struct Steel Fl12 _ Asc,haltlC Concrete AC _Units.Block _______ _ _ Electrode Storage ________ _ ··-Prestress Cone Fl13 _ Roofing RS _ Units Brick ________ _ _ Torque Applied _______ _ _ Ptle Driving Fl14 _ Retnl ~INI RSS _ Stwt __________ _ __ Foreprool1ng Fl15 _st•• ss -· H.S. 80111 ________ _ _ Walel'J)roolIng Fl1!i _ H.S. Bolls HS8 _ Metal Decking ______ --' _ ·-Non-Oestrucll\l'!I Fl17 _ Tandon (PT Strands) TS _Electrodes _________ _ _ Asphalt Pavuig Fl19 _ Other _ Fireproofing _______ _ _ Correctn,e action required ______ _ _Olhef _Other~-----'----'~--_ Corrections completed ____ _ INSPECTION DATE 6-9-~ Oe££1?\W '\"LA~r i~AilouOe:-U)~U2e.-t""e; l~ fume ?5ex i CowmN ~WNf= C(9). SAwrew:> ~c£.C;<f,) ~-5=.co Or 3 Cyu~a-_-gs, ·. _ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of t-''""'"u,,ul codes. This report covers the locations of the work inspected-only and does not constitute engineering opinion or pr tro . INSPECTOR SIGNATURE ,I\~~~:.:_:::=:::......-CERT# i~-~ 2ij2.lj. ~rs DATeS4-i:\ NOTE: Inspections based n hour minimum, 8 hour minlmumafter4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p . on weekdavs. · · · ' . .J. Page1 of_/_ AMERICAN ENGINEERING LABORATORIE·S, INC. "7940 Arjons Dr., Suite A San Diego, CA 92126 (619) 695-3730 O 350 South Maple St .. Unit K Corona, CA 91720 (714) 272-4230 D 515 Galaxy Way Modesto, CA 95356 (209) ,576-0813 INSPECTION REPORT D 58945 Business Center Dr .. Unit A Yucca Valley. CA 92284 (619) 228-1754 ProI1ict • llO-~.k ·. · · 8'~ t ICi<i{ Pro1ec! Name (per plans)U~a_cr-f:t_~~-------· Building Permit No --=--::r.=-1 ... ~-- ProIect Address (legal)_Jg 7,S ~A~\~ ~ ------'----Plan File No.------ Architect -~p~~ Govt. Contract No -----------· Eng111eer _k,-,_Jtc, ________ -,-______________________ Census Tract No ___________ _ Contractor a~s 2,Cll~_,_------------~--------· Other------------- INSPECTION CODE ~ATL SAMPLING CODE MATERIAL DESCRIPTION \, INSP_ECTION CHF.CKLIST OSHPD FL04 _ Concrwte Cylinders cc _ Reinl.: Rebar ___ Plan & S~s OSA FL05 _ C,ement C _Reinl: WW.F ~Cl1111~nces Spec,ally FL06 _ Mortar Samples MS ~ Reinl. Teridons 2/: =~ Pos,t,ons Mf:-_L Sizes MechanIc1I ·FL07 _ Grout Saffl91H GS _ Cone.: Mix #tpsiC5"3fe(,0Jf't.(?1~?i --·- __ Eleclncal FUJII. _ Masonry Prisms MP _ Cone .. MIX #fps, _Laps \j -Roohng fl09 _ Masonry Block MB _ Cone : Mtx #/ps, "si= Future Continuity . Concrete FL10 _ F1reproohng FP _ Grout Mix #/psi Consohdallon __ .. Masonry FL11 _ Units (block or bnckl UB _ Mortar· Type/pSI __ Mortar BatchinQ ____ Struct Steel FL12 _ Asphlll!IC Concrete AC _ Units Block _ Electrode Storage __ Preslress Cone FL13 _ RQ01Ing RS __ Units Brick _. Torque Apphed _ _ Pile 0;1v1ng Flt4 _ Re,nf Steel· RSS _Steel ___ Ftreprool1ng FL15 _steel ss __ H.S Bolla· _ Waterproohng FL16 __ H.S Bolts HSB _ Metal Decking __ Non-Destructive FL17 _ Tendon (PT Strands) TS _ Electrodes __ Asphall Paving FL19 _ Other _ Fireproofing _ Correcltve action required ________ _Other _Other _ Correcltons completed INSPECTION DATE5-\~-ft\ ~~1)£01't~~Cot~XJJ1\1]0~ oe-OlN~ ~-\tJAu):fA.sr:l('.l\LL Ut-.)& (pw q l,J iAfl.~~ 6A~c. SANPtta U)N~ J ~~o& ~ cvUNtr~. CERTIFICArlON OF GOMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections oft Ing codes. This report covers'the locations of the work inspected only and does not constitute engineering opinion or pr o rol. ~~~-==~·-CERT# ~ ... zi324-' ~t NOTE: Inspections base o 4 hour minimum, 8 hour minimum after 4 tiol,!rs, 2 hour mihimuni for all cancellations. Overtime effective on Saturdav and RffAr ::I·. m nn w,.,..,rl.,""' FILE No. . 1 -1 082 American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A, San Diego; CA 92126 (619) 695-3.730 SUMMARY OF COMPRESSION TEST RESULTS San Diego Modesto Corona Yucca Valley PAGE · ] Joa Carl~bad Office Building, Phase II .. : 1921 Palomar Oaks Way SPECIFIED MATERIAL Concrete 28-DAv STR.: -'3...,0=0=0,__ ____ -,--_ Psi ADDRESS Carlsbad, CA 92008 . .. PROPORTIONS/MIX NO.:, C536CWP4-70 Calmat . .. • ,. · AGG_. __.l,.__ (IN.) CEMENT: 5 , 7 .. {SKS) SPEC. SL\JMP. ,,_ -,-.,. _,.._4 __ IN. ',,' YEAR Opus Southwest Corporation 1989 ' \ ., ADMIXTURE; . W,R_DA-Z9 *STORED & CURED. NOT TESTED. LAB NO. DATE 'CAST MO .. DA. LOC,l,TION IN STRUCTURE · SLUMP ·· IN:- 2308 05/04 Wa11 1 ine D (5-6), ·1st 1 ift 3: . 4'" - . , ,, . ' 2409 05/11 East wall line D (8.5-9) 1st lift 3 .5 - 2-0pus Southwest Attn: Garry Moss 2-0pus Southwest Attn: Louie Ho & Joe Salvato.re 1-0pus Southwest Attn: Gene Schaul 1-City of Carlsbad Attn: John Cahill 1-Calinat AEL101 (04/89) ::· ... ·.· . :· ,, . ' ULTIMATE COMPRESSIVE STRENGTH. Psi. -., OTHER 7-DAY 28-DAY TEST RESULTS AGE ~' . 3130 .. 4210, .. 4280 ,. ,, 2440 4470 4530 DATE MAILED JUN 6 1989 JUN. 6 198~ AMERICAN ENGINEERING lABORATORIES, INC. Reviewed by: Patrick L. McGrath, Laboratory Manager •' ._::-.. : '. American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A, San Diego, CA .9~126 · (6i 9) 69,5-3730 . - FILE No. __ 1_-_10_8_2 __ SUMMARY OF COMPR~SSION TEST RESULTS -. Carlsbad Office Bufl ding, Phase II .M1',TERIAL ·Concrete SPECIFIED Joe -28-DAY STR.: 1921 Palomar Oaks way Carlsbad, CA 92008 PROPORTIONS/MIX N~.: · C5 l 7 CW04.:. 7 0 ADDRESS .. AGG. 1 (IN.) CEMENT: 5.5 Opus Southwest Corporation YEAR · 1989 ADMIXTURE: WRD8-Z9 -- San Diego Modesto -Corona . Yucca Valley PAGE_~f_ 3000 Psi Calmat (SKS) SPEC. SLUMP. 4 IN . *STORED & CURED. Nor TESTED. ULTIMATE COMPRESSIVE STRENGTH. PSI. ·DATE OTHER LAB·NO. CAST . LOCATION IN STflUCTURE SLUMP 7-DAY 28-DAY TEST DATE MO.DA. IN. AGE RESULTS MAll,.ED 2138 '04/26 Footing line C.8 .(4..:4.5) 3 2900 3890 -JUN 3860 '). 1 989 2157 04/27 Footing south ·wall B-C 3 . 4.50 2760 4000 407d JUN 2 19 89 2193 04/27 Footing from 1 ine D-A, 1 ine J (1-2.6) elevator pit & footing @ C.9 ·3 -4~50 -3220 4170. : 4310 . JUN 2 1 989 -2~36 05/09 Sump box 3. 4.50 -.. . ' ' ' , _, -,,• - ., , '. ,. ', ' ., -. . -.. ,. : .. 2-0pus Southwest Attn: Garry.Moss . . 2-0pus _ ~0_1,1thw~~:t Attn.: __ Loute . Ho. & .. Joe .. Sa,1 va tore 1-'0pus Southwest Attn: Gen~ Scl}auJ ... .,,..:..-.... --~-·. l..;City ·carlsbad.' Attn: -John Cahill . 1.--:Calmat ··-·-·-_ ....... ________ ----------·---.. AEL101 (04/89) ~---... --... -· -: ; >-: . ' . -., " .. 2720 3960 4380 ,, UUN 6 198 '. '. _, ' -.. ,_ ,' .. , AMERICAN EN(ilNEERING LABORATORIES, INC. Reviewed by: · Patrick L; McGrath, Laboratory Manger ,1 •• . -,,, ...... 9 American Engineering Laboratories,. ·inc. · 7940 ArjQns Drive, Suite A, San Diego, CA 9212.6 San Diego · Mo~esto Corona Yucca Valley (619) 695-3730 . F1i.E No .. SUMMARY OF COMPRESSIO.N TEST RESULTS PAGE_l.___ JOB ADDRESS Carlsbad Offtce Building, Phase II 1921 Palomar Oaks Way Carlsbad, CA 92008 YEAR Opus-Southwest Corporation 1989 *STORED & CURED. NOT TESTED. LAB NO. 2194 DATE CAST MO.DA. 05/01 l:OCATION IN STRUCTURE Column #Cl, C2, 82· 2289 05/03 Columns grid 1.8/A2, 5/8, 3 5/C. 3 .. 2292 05/04 Column .C-6 basement to 1st floor 2317 .05/08 Column 5, (D.3) basemnet · 3 to 1st floor 3 2337 05/09 Column C-9 basement to 1st floor 3 - ·. 2-.0pus Southwest-Attn: Garry Moss .. SPECIFIED · MATERIAL Concrete 2_a-DAvSTR.:_4~0~0~0 ____ ~_PsI PR0PoRTI0Ns/M1>~ No.: ~C~63~0~C=W=0~4-~C=a~l m=a~t~-----· A~G. ~-·~1~-(IN.) CEl.!ENT: 6 • 7 (SKS) SPEC. SLUMP. _4~_ IN. ADMIXTlJRE: -· WRDA-,79 ULTi"'!ATE COMPRES~IVE·STRENGTH. PSI. OTHER SLUMP 7-DAY 28-DAY . TEST RESULTS DATE MAILED IN. 5.50, 3220. 4 3500 3890. 4460 4400 4630 4600. 4620 4670 AGE JUN 2 1989 JUN 2 7989 llJN 2 7989 4.50. 3110. · 4370 '4420 JGN o 1989 ' •. 5· 3180, 4320 ,. .4730 JUJ-J 6 1989 '. · . . . ; . " . . : ·. . . 2-0pus Southwest Attn: Louie Ho & ·Joe Salvatore AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: · 1-·bpus--_Soutliwes.f-:~~fii :·:. Gene Scha·µ_f~-==-· 1-·city of Carlsbad Attn: John Cahill 1-Calmat AEL101 (04/89) Pa.trick L. McGrath, Laboratory Manager · .. ·: ..... ,. ... -·~··· ·-.;.· -t . ' • ·, •. \ :· . (819) 895-3730 CJ 350 South Maple St., Unit K Corona, CA 91720· · (714) 272 .... 230 [J 515 Galaxy Way Modesto, CA 95358 (209j 576-0813 . . . INSPECTION REPORT Pro1~~1 # •• : __ J10f)Z. . · . . . "12 · · · · Go ,lq~ Pro1ect Name 0 (per .plans)~~ Wlf..E · · :J)~I-'---'------------,· :· Building Perm;! No~~l> • 'f _ Pro1ect Address (legal) _ 7.,. ~kOm:Ae..· OA!,Gb WAJ Plan File No. ________ _ Architect _ . Q_'€U,? ~\Ai\t;\wl--ef" · · Govt. Contract No. -----"---~ Engon~er ... _L_, ~ · · Census Tract No. ________ _ Contractor ___ QPIAO ~1All:\i{>.Y;q"\ Othe; ____ -,-... _____ _ INSPECTION CODE ....• OSHPD FL<M . OSA FL05 Speetally FL06 . .. Mechanical FL07 •• Electrical FL88t ~-Roohng FL09 . Concrete FL10 ••.. Masonry FL11 __ Struct ·Steel-FL12 ____ Prest1Ms Cone FL13 _ . __ · Pile Onv,ng FL14 ___ Fireproohng FL15 _ Waterproofing FL1& _ Non-Destrucbve FL17 __ _ Asphalt Paving FL19 ~TL SAMPLING CODE Concrete Cy!lnders c¢ _Cement C _ . _ Morter Samples MS _ Grout Samples GS ~ Masonry Prisms MP _ Masonry Block MB _ F1reprool1ng . FP _ Units (block or bnckl UB, _ Asphall,c Coricrete AC _ Roofing RS _ Rem!. Steel ASS ___ steel 55 -.-H.S. Bolts · HSB _ Tendon (PT Strands) TS _ Other _ Olher MATERIAL D'=SCAIPTION INSP_ECTION CHECKLIST _,Rem!.: R~r __________ V Plan &Specs ________ _ ___ Remf,: ~-W:F-. _ : "1_:_ Clearances ________ _ "-,-Reml.. Tendons. ; _ Pos,toons _________ _ , _-Cone;.: Mtx.#/ps,C-'5'X,~(A}Plr7°/~1kiF;-s,zes ________ _ _._ Cone .. Mix-#/psi · __ Laps ...... -_________ _ _·_· Cone.: Mix #/pSI ----'---- -Grout: Mix #/psi-------- -Mortar: Type/psi ~--'------ -. Units: Block _______ _ _. Units: Brick _______ _ -·-Steel_-_________ _ _ H.S. Botti ------------- -·_Metal Deck1n?--______ _ _Electrodes ___________ _ __ Foreprooling _______ _ _0111er __________ _ ,~ Future Continuity -,------- ::ii_ Consofld11toon ------'--- _· __ . Mortar Batching _______ _ _ Electrode Storage ______ _ _ Torque Applied _______ _ _ Correchve action required ____ _ .-Correchons completed _____ _ 1NsPEcT10N DATE i;-iz -1!!1 Os~v60 Tuce~r 0:-CoN-~ ~ G>~soL:Y)AFDt0 --t0 vJ~u_. UNt:A ( l tt> i.r.,'). ~\MPt.eo ®CX<e~, L 'ze,1 Of: °3 UJLL~-R.<'). CERTIFICATION OF _COMPLIANCE: All of the reported work, unless-othery.rlse noted, complies with approved plans, specifications and applicable sections of · ng codes. This report covers the locations.of the work Inspected only and does not constitute engineering opinion or pro e c t I. /-H"<,.a-,-L-----,-......;.._-----. CERTi ii. 7S8if-<oB· DATE $ -7_7, '<~fl NOTE: Inspections base on.Saturday and after 3: o 4'_hour minimum, 8 hour !1linimuni after 4·fiolfrs,'2 hour minimum for all cancellations. Overtime effective· .m. on weekdays. · -~ FILE No. ] -1082 ·:, · Amerlcan.Englrieerlng Laboratories, Inc. 7940 Arjons Drive,.Su'ue A, San Diego, CA 92126 (619) 695-3730 \ . \ .·. SUMMARY OF COMPRESSIO.N TEST RESULTS San Diego Modesto Corona Yucca Valley PAGE .] .Jos Carlsbad Office Buildi.ng, Phase II 1921 Palomar Oaks Way SPECIFIED MATERIAL _..,,,C=o,.,_nc=r......,e,,_,t.,,,,e,__ 28-DAv·sTR.: _3""'0""'0,,,,0"-"-. ______ Psi ADDRESS YEAR Carlsbad, CA 92008 OpU$ Southwest Corporation 1989 *STORED & CURED. NOT TESTED. DATE LAB NO. CAST LOCATION IN STRUCTURE MO .• DA. · 2308 05/04 Wall line D (5-6), 1st 1 ift · 24Q9 05/11 . East wail line D (8.5-9) 1st lift .2510 05/18 Wall-1 i ne B @ 9, 2nd · 1 ift 3 - 3 - 3 - ' PROPOR~10Ns/M1x NO.: C536CWP4-70 Calmat AGG. 1 (IN:). CEMENT: · 5 • 7 (SKS) SPEC. SLUMP. _ _._4 __ IN. ' Ai:lMiXTURE: WRDA.::Z.9~----~----~'----- 4 SLUMP IN. ULTIMATE CoMPREss1vE STREN.GTH. Psi. OTHER 7-DAY 28-DAY TEST RESULTS ' AGE . 3130 4210 4280 -.. -. ' DATE MAILED JUN 6 _1989 .5 2440 4470 . 4530 JUN 6 '198~ 5 2370 3780 3890 . ' JUN 1 6 7989 ,- : . ' 2-0pus Southwest Attn: Garry Mos·s 2-0.pus Southwest Attn.: Louie Ho & Joe .Salvatore 1-0pus Southwest Attn: Gene Schaul AMERICAN ENGINEERING IABORATORIES, INC. Reviewed by: . 1-City of Carlsbad Attn: John Gahi 11 1-Ca lma t · :AEL 101 (04/89) n .... -,..""'.; ,..1, I . I F1LE No. 1-10B2 .. . American Engineering Labpratories, Inc. 7940 Arjons Drive, Suite A, San Diego, CA.92126 . (619) 695-3730 . \ .. SUMMARY. OF COMPRESSION TEST RESULTS San Diego Modesto Corona Yucca Valley PAGE 1 Joe tarlsbad Office Building, Phase II· · · 1921 Palomar Oaks Way SPECIFIED MAtF;RIAL --"-C.,._on=c...,re->e...,t=e'-28-DAv srn.: ...,3...,0,,._,0=0'---___,-----Psi ADDRESS Carlsbad, CA 92008 Opus Southwest Corporation YEAR · 1989 *STORED & CURED. NQT TESTED. LAB NO. 2308 DATE CAST MO. DA. LOCATION IN STRUCTURE 05/04 Wall line D (5-6), 1st lift 3 2:4'09 05/11 East wa 11 line D (8.5-9) 1st lift 3 - ·. 2510 05/18 Wall-line B@ 9, 2nd lift 3 - 2-0pus Southwest Attn:· Garry Moss 4 5 5 PROPORTIONS/MIX NO.: C536CWP4-70 Calmat AGG. 1 · (IN.) CEMENT: 5. 7 (SKS) SPEC: SLUMP. _..._4 __ IN. ·AoMIXTIJRE:. WRDA-79 • .. ULTIMATE COMPRESSIVE STRENGTH.-PSI. SLUMP IN. 7-DAY 3130 2440 2370 ' 28-DAY 4210 4280 4470 4530 3780 3890 TEST AGE OTHER RESULTS DATE MAILED JUN 6 1989 JUN 6 198 9. JUN 1 6 198 9 ·2-0pus Southwest Attn: Louie Ho & Joe Salvatore 1-0pus Southwest Attn: Gene Schaul AMERICAN ENGINEERING IABORATORIES1 INC. . Reviewed by: · 1-City of ·Carlsbad. Attn: John Cahil 1 1-CaTmat . ,•,, AEL 101 (04/89) <. <, ··-:· • ·,, .• •• •• -.~~-.. _:_,·, ''• • O < A.:,: :, • ..... • -t ,' • ,~i.•:, .. ~. '. -. :.. . . . ~ ..•. :., :.-:. ~-:~ ... ~ ......... ,; . Page 1 of __ AMERICAN ENGINEERING LABORATORIES, INC. a .7940 Arjona Dr., Suite A San Diego, CA 92126 (819) 895-3730 a 350 South Maple St.; Unit K, Corona, CA·91720 (714) 272'4230 . a . 515 Galaxy Way Modesto, CA 95358 (209) 578-0813 a '58!!,45 Business Center Dr., Unit A · Yucca Valley, CA 92284 · (619) 228-1754 INSPE.CTION REPORT . Pr0111cl#. \-·toe~2 .· . . ,.,...... . · · t.J Proiect Name (per plans)~AP D_f'fl~,8.uJJ&j:~{Jta '.· · · · : . . · -Buildin~ Pe~mit N~.~~&J-· ~-- Proiecl A<idt'e~s (legal) . let 2..:f PA.b:Ori&R OAKS wN'( G-4:&t.S·Sl\'O •. c,"'. 'Plan File No·---'------- Arch,tect _ _6__ev,S.-5 Q UT\:k.u:Ebl c:o'.2 P, · · · Go~. Contract N~. -~ ___ _ ·1-L1. 0 Census.Tract No. _______ _ ·.Engineer ... t . .I.I-=-------'-------"'-----,----,c-,-~----~--- Other --,---_JN~/Ac.:..3 ___ _:_ c;ontrac;or a,ptJ~ CA;>N $1'") INSPECTION 'CODE MArL SAMPLING CODE __ 'OSHPD' FL04 fo Concrete Cylinders cc _ OSA FL05 _Cement C .. : Specially FL06 . _. Mortar Samples MS .. Mechanica't FL07 _Grout Samples GS "-·-Etectncal FL08, __ Masonry· Prisms MP __ Ro9hrig FL09 _ Masonry Block . MB · "f. Concrete FLtO _ Fi;eproo11ng. ,fP ··--· Masonry 'fL11 __ Units (block or brickl UB __ Struct St~-FL12 _ Asphaltic Concrete AC ___ .Presl!MS Cone · FL13 ·-· _. Roofing RS. -.. -Pile Dnv1ng FL14 _ Retnl. Steel . RSS ___ Fireproofing FLi5, -· SINI ss. ___ Waterproofing FL16 _ H.S. Bolts HSB _ Non-Desirucbve Fp7 -Tendon (PT Strandl) TS _· Asphalt Paving FL19 -Other _other . MATERIAL -DESCRIPTfON A Retnf.:·Ret>a.rAW4~1·$' t-o _. ·-Retnf,: w:W.F: ·..a.·-'---------'--- _ RetnL Tandons·.:..···...._-'----- .J(_ Cone,: 'Mtx "P,..t:.(11,,:wvc/·211 3q,6· _ eonc:r Mix #Yps, "-. ·---'----- -.' Cone.: Mix·ll/p9'' --· -.....:...--'------ -Grout: ~tJl ~/Psi ------'--"-·---· _· __ _: Mortar: Type/p9' ·-----· -''-'-' ....... _,_~ ·-·-.-Un1ts:-Block --"-'--_..,;._ __ _ _·. ·units: ~nefk ._· ___ . .:...· ·__,_,.....__~ --SINI _...a....,-.:..,-.--'----------- ·-. H.S. Bolla.;-.:_ -"-' ---'-''---,--'----,--~- .-. Metal Dec~tnA11-·-·1 _ .. -'-. ..,._. ,,---.:...--..;... · _.Electrodes---------"--- _. Fintl)l'0911ng ..... --'-------'-- ·-'·Other' ___ _,__ _____ _ . _ / INSP_ECTION CHECKLIST ~Plan & Specs--------,.- _V_ QNNtncM ------~'---- 7;os111ons -•--------_7_~ Sizes --'·-------'-- Laps ·-. uture Conllnu·11y _____ _ . Consolidation _______ _ · _-_· · Mortar Batching ----;----,---,- _. _ Electrode Storage -----'--- . _ Torque Applied --,------- _ Correcbva action ·required ----'--- -Corrections c9mpleted ----- ... INSPECTION DATE f:t,i--4-2.1-,S:') ,.". "·, .. .' .. / ' -· · · ' . ' -:· . v,~vA:L~+ 'JN$'i>£.~n;o: -.~·:c:A:J,,.,..~;~:-'.·e~,'i-v·M'N 'PAP ftJoTIN<-;· f-o ·. ve-ri, fy !> I 9Li AN 'Q -Gk6A,i..1::.NiE -s.~+w:~i-N . e~,N~oi~,.:~lo· ~i'-~ At\O ·@1t-m .· 4~1~r~p ~rN&TU.-tN~-s~s.i.;::~.iJpi,e,k:.-rt$12 ·1.rutt1,v>rt~1,,y 1:t:J ·. -~-~-• MA1NtArH1N·'-t:rJ..:e&P.eJ.Jt,~. ~:illti.io 011Ji.11v1, PtA:atvJE.Nr:~1--: _ ·. '?(2AICfl,ire, ··ee,}/'5pY~l'Ar'rl!$0 .. @·y· ,h'1i-4:-ro-R. · ~4l-Mfit' MJy D/€5,J&.,Y : ,iV/)···~·!:, 7 e, W ~LJ-70 t "i;e2e, [?~,>-·r1 ,bt::-1< · W.4-4? -vs~;;, MA,tNTA-JNeO . ., 7 . . S:'' SL-vMP AHL? ·'t)N1&RM :<=<JN$1$1J·N:e..y: J?//1l.JN<:,· .. -P1-k/£1¥1ittJr; . ' . 1"/JI.-(l'oMt IAldlt~vr P£k4 y :a R-_·WA:ir1Nw·, · ~LuMNS '-•Nt=. e-, . 2.J_ :t, "1~1P/f•, LINE. G• );~)·s:i"J ''J'. .LfNe A/l.~ _1:.,.-'l?A'J? ~JNt.S wi,12.E. ~kALf;p,- CERTIFICATION'OF COMPLIANCE: All of ihEHep~rt~d ~ork, -u~l~ss·otherwlse noted, complies with approved pi°ans, specifications . and applicable sections of t~e building .codes. This report c~vers the locations of the work inspected only and does not constitute engineering opinion or pro~"t control:· · . · · . - -1NsPecroR:·s1GNATURE~~~"'_cE_RT# 3:91,' ~If'/' S.P• DATE t./-21-81 _ NOTE: lns·pections based on 4 hour minimtjm, 8-hou~ minimum aftef 4 hours, 2hour minimum for ail cancellations. Overtime effective .,.._o .............. _....,..-,~#w~""'n .. nr.i .... ~-·.,.-r",.~:.;.r' ..... ~.: ', \,.-· '": INSPECTION CODE .... OSHPD. FL04- .. GSA FL05 Specialty FL06 Mechan,cal FL07 . . E.lecthcal FL08t. ... Roohng FL09 f.. .. Concrete FL10 ._ :. Masonry FLtt · --• .: Str~t Steel FL12 ... " 'Pres tress Cone · FL13 _·. PIie Driving FL14 ____ Fireproohng FL15 _, Wateiproolln·g FL16 __ Nori-Destruc!IYII . FL17 __ Asphalt Paving FL19 .~. .~ r . ' ;·:,/:,-.:: 1 •• ~~~ : ' ,•''. ·Page 1 of L . . AMERICAN .ENGINEER.ING ~AB_O-RATORIES, INC. . '' ' , ' 7940 Arjons Or., Suite A· San Diego, CA 92126 (619) 695-3730 o· 1490 Rincon St., Unit z .' . · ·o 515.Galaxy Way Corona, CA 91720 · . _:· · , ·Modesto, CA 95356 (714) 272-4230 . (209) 576-0813 MATL SAMPLING · · CODE MATERIAL DESCRIPTION· .. ' , ~-Concrete.Cylinders . . cc ,$Rem!.: Rebar ,96tr' ·-· _Cement C __ ·_,Retnl.: W.W.F .. : · · I " ' ; ~ _ Mortar Sllmples MS :......i. Reml.: Tendons-· £ Conc.: .. Mtx ~ ~ tJ •. . _ .. Grout Samples GS- MP 'b.'eonc::~1ps; __ , _· .s-, 7-. _. _ Masonry Prisms . -· -Masonry Block-Me·. _ ·;-. _· -Co~,::Mix #/ps/,' · _ .. F1reprool1ng -FP ·. __ Grout. Mix_ #/ps\, <. ,. _. Units (block 01' brickl 'UB ' _ Mortar:·. Type/pSi _ Asphal!IC Concrete -AC. _. ·_· Units: Block _Roofing RS: _ Units: Brick _. Reinf. Steel RSS _Steel ._Steel ss __ ·-H.S. Botis _H,S. Bolts HSB __ Metal OeckInn _ Tendon· (PT Strands) TS _. -Electrodes _ Other -'-_._: Fireproofing _._Other _-Other·. o· 58945 Business Center Dr. Unit A Yucca Valley, CA 92284 · (619) 228,1754 ,, .. - . ~~ilding· ~ermit_N~·.J!/?4?< ..... ~'----~ ' .. ' ~ Plah Fi~ No·----------- Govt·. Contract No. -~----'---- ·. INSPECTION CHECKLIST ~Plan &S~s · :t;;_ Clearances · _-;(.__ Positions ------~~-- ~ . .!. __ Sizes ------'-------K Laps_· __________ _ _ Future Continuity ---~---- ,<_ Consoildat1on --.,..--------'- -Mortar Batch,ng ---~---- _.__ Electrode Storage ______ _ _ Torque Applied. _______ _ _._ Correcl1Ye action required --'------- -Corrections completed _____ _ . INSPEGTION DATE /f-eP, y<f9 !_ ' -~"'i:fi~~,.:: ,_ ~./& ~1/ cf"J~ ~vLe;/e: /_/Aa:-mtfn 1. -_ ;t-t.31/J rdu/,4-J,o: · . A--r;,:. /ji_,v;,·;.-~ · .. L,c1(? ~-· I t:tJ , z 6 JJ.d= + IJ ... 1 CrtlomJ 1??4T:'-~J;,,~~-· ·Lt.ur.r, ( I JC. 4-(/3)£', .r; 'j' ;._ , .. •, :. j i , . 1 1_:;-. .• . :_t . .. .. . 1 • ri···. · ,.· i . ~ . .¾. 'l .. · : :1 ' : t -i : ';., 'n CERTIFICATION OF. COMPLIANCE: All of the reP,or:ted work,\inless·otherwlse noted; 'compiies with approved plans, sp,eclflcatlons and applicable sectlo of th build in co~_e's .. This report covers the locations of the work Inspected only and does not constitute engineering opinion r proje con ·. -.: . CERT-# -;;f,1/· :-: ' I • • ' • •_• ' • • as on 4hourmlhlmuni, 8: hour. min'imum'ittt~~ ih~ur~.:2 h·our' mlrilmum for-all'cahcellatlon-s. ·overtltrie effective 3:30 p,m._on weekd~y'S .. __ .. :.,, .. _1:.:>,·,, -:' <-.-,·/;J:/-.:.,,.;,,, ··, ..... ., . '•: _:·, ·.•. '.; .-::, > :..._,: ...., ..... ~,,,-; ,-....-1,, <' • T ,• ~ . . Pag~ 1 ot _L AMERICAN ENGINEE.Rl:NG LABO·RATORIES, INC. '7940 ArJons i>r., Suite A a 350 South Maple St., Unit K a 515 G~laxy Way · San Diego, CA 92126 Corona, CA 91720 Modesto, CA,95356 .. (619) 695-3730 (714) 272--4230 : (209) 576"0813. . . . . . INSPECTIC:>°N REPORT. , a 58945 Business Center Dr., Unit A Yucca Valley, CA 92284 . (619) 228-1754 . . '·'J't\ ,, . '\-\-C62---~ ... · ·> .; :: .· Prorilcl # . fV_..1-l"\~----L--.,_ __ __........, F'rc,,,..;.,('.;_ , :, Di,v'::.....-;";"-. · · . ~(} /J_Q8 . · Pro1ectName,(per planscl\@£>MO. ~~~ ~ J~ ........ LL---'-,--~-,---'-' · BuildingPe~mit.No. ~ 7" I Pro1ect Address (l~gal) \ 'fz..S ~W\.A(.. (>A~ Q;lS{ · Plan File ·No.---~~--- . Architect .:.O~ ~~\'.!,_.;..· _· __ . ----·-----.,--~-,---'-----Govt. Contract No. --------- Engmeer .. -~• tp . . . . . · ·.. Census Tract No .. ______ ...,_~- ~ontractor 0-P\A':> ~~ Otner :...· -~-=------'---'--------~ INSPECTION : CODE __ OSHPD FL04 _ OSA FL05 Spec,ally FL06 .. Mechari1ca1 FL07 __ Electncal . FL98· ~.Roofing FL09 -·-Concrete FL10 ·---· Masonry FL1,1 .,.-Struct. ~feel FL12 __ .., PresllMS Cone. FL13 -. Pile DnvIng FL14 _ Fireproohng FL15· _ Waterproofing• FL 16 _ Non-Destrticbvil 'FL17 _ Asptiall Paving, FL19 MATL SAMPLING CODE _ COnc19te Cyltliders cc _Cement C _,.Mortar Samples MS _ Grout Samples GS _ Masonry'Pnsms MP ·-Masonry Block MB -. _ Fireproofing FP _ Units (block or bnckl ue -Asphal!IC Concrete. · AC _ Roofing -RS _ Reinl. Steel' RSS · ·-·-. ·s,., ss _. H.S. Bolts !-!SB ·-Tendon ,(PT Strands) TS. _Other _Oltler . ' ~ . 'MATERIA~.DESCRIPtlON * INSP_ECTION CHECKLIST · 'I_ Re1nl.: Rebar~1)'.Y\ A(p\~ . Plan & S~s ----'-----'-- i__;_ Re1nl.: W,W.F. ' Oeerances ---'--'-'------~:::~:~#::a fJOA>Q<i~Jb/3~ i,~i, ::~ions-----"-----.·_. Co~.: Mix ,ipsi. · .. . · . · · ,/ ·.· · ~Laps-'·---------- ..:...-,., cone.: Mix #/p~: :-· :._..__;,,....;..... __ _ _. Grout Mix #/psi ----'-----...;.. __:i Mortar: Type/psi -'---'--'----- _· _ .. Units: Block, _______ _ . ~ Uni'ls: Br1ck·-.-'-'-.. _. -------'-- _. Steel ... _ :: .. · -. -... H.S, Bolt• ..;.·_· __ ;-.....,.."'------'---- _. Metal Deckinli1..:··..c·"'------'----'-- . .:.....:.. Eleclrodes _. _··-'----~,......,.------ . _. Fireproofing .. ·_·.:.;._---'--~---'--- -Other·----~-----'--- . \-Future Cc;miinu11y . · ~ ·consolidation· __________ _ _Mortar Batching _______ _ _-· Electrode Storage ______ _ _ Torque·Appf1ed _______ _ _. -·'Corl9C.live action-required ____ _ _· Corrections completed _____ _ 1NsPEcT10N oATe 1.\:-U,-ppt. hPecitW]JA~ a-'.e-fr,..f>A-g lMt:aDn~ - (})_-~St~ 0: ~ ,t£olf ~1t-~4fv LlN& q,· _f\rva :Q~ £t@L,tJ<i7(etob) _ ~;Q 0h:;bYltNJ:\Ctmo,wAJ10i.J Or·~· Ar~l fX.AtlorJ. . · ~ae_D CmcJZ£1c :, \'Ser Of:· "3-;~142. · · ·/ . ----"-,---------------.-----------------,-,--,-----'------------,---,--------- . CERTIFICATION OF COMPLIANCE: All-~f the reported woi-k; ~nless ~then.vise· noted, complies with approved plans, specifications · and applicable sections of Ing codes. This report covers the locations-of the work inspected only and does not constitute engineering opinion or pro n rot · · INSPECTORSIGNATUR~ . CE_R~#-~-2~3£.~-ig DATE 4-:U,-ffj . NOTE; Inspections based .._,~ c,(D.,.,i~~ .. 2-.... .,4-v,i~t,.'li! 'h'b . hour minimum, 8 hour minimum after 4·ho~rs, 2 ht>ur minimum for all.cancellations. Overtime effective -,. ._'l:l' 'V t"II .., •• -,. ?'~t.·-•·-' -' • - •: ·, , ,: J,;., Page 1 of L AMERICAN ENGINE;EAlNG ·t~BORATOR'l~S, tNc.· · '7940 Arjona Dr., Suite A .. ' ,San Diego, CA 92129 (819)895-3730 -a 350 South Maple St, Unit K. Corona, CA 91720 ·. · . . (714}'272 ... 230 ,: , ; • '• l -~' · CJ 51'~ Galaxy Way: · •. ·: ' · Modesto, t;)A 95356 .· (209) 578-0813· .. ' ~ ' ' a, 58945 Bµslness Center Dr .. Unit A Yucca Valley, CA 92284 (619) 228-1754· . ·. · · INSPE.CT.ION)IEPORT ·'t.A: -l-1..:8z · __ -·_---; ; . .-..:·· . .-;:~~---· _:. _;_ ::::::: ~;:'.~ :'. pla~eh;;Mb~~~~~j:g, ,' , ,, BuUd;,g Perm;,~ Jf98 Proiect Address (legal)f:1.ZS 'ij\f...ot'Y)Af2..~ ··.__;;--_--~-'-'--'---'--Plan File No. _________ _ rv,, er... ~ ,, . ·Architect_~\Jb·J2J'Ul!t.~· · ·· ·.:' ',.· Govt.ContractNo.' ________ _ · E~gi~e~r .. L \:\:o . _ _ · · ., . Census Tract No._-_· _______ _ Cpntractor «::¥1Jf?'.z::C"':U:G:i:Wl:::2\. Other---'-----'---'---_;__ . INSPECTION ....:_ OSHPO •. OSA •.. Specialty . .. Mechanical __ Etectncal .••. Roohng ~-Concrete -,-· Masonry .:__ Struct Steel ___ .p·,es1ress·Conc _. Pile bnv1ng __ Fireproofing _ Waterproofing ___ Non-Destructive _ Asphalt Paving CODE_ -1---..._~ArL SAMPLING. CODE I'-. .., 'MATERI~ DESCRfTION . FL04 I . -~-Cone.Nie Cylinders . CC I. ......,-_ Retnf.-: 'Ret>erf-\50'.Y\ f:\(pl 5 · . FL05 _ Cement , · C -Ret'nf.: W.W.F,: -· ____ ...;..._---'--'- '--:-Rein!:: i~cins · . FL06 _ Mof1ar Samples FL07 _ Grout Samples FLOllt -Masonry Prisms FL09 _ Masonry Block FL10 _ Fireproofing FL11 _._ Units (block or brick) FL12 _ Asphaltic Concrete FL13 _Roofing FL14 ___ Rein!. Steel FL15 _s,.1 FL16 _. ·H.S. Bolts FL17 _ Tendon (PT Slrltldll FL19 -· Other __ _ Other MS G·s 'MP MB FP UB AC RS ASS ss HSB TS '-'-Cone.: Mtx #lpSi fl .C::..1 ~ lk"fl'-l -,~. ~ . • I _. Cone,. Mix-#/psi · ---Coric:: Mi~'. #/psi ··------- ·-Grout:-Mix· #/psi ----------- -Mortari T,ype/plli --'------ _··_Units: Block __ ·~· ------- -: _ unitsi Br1ck'--'-----'----- -Steel---'----------'- -H.S. Boltl ·------'----'---- . _ Metal Oeck1nA--------------=--- _'._. Electrodes---~------ -Fireproofing ------------ _Other--'----'----'------- INSP_ECTION CHECKLIST ~. Pl~n & Specs ________ _ _Clearances ________ _ ;::!___ PoS1t1ons ____________ _ {~Sizes --'; _________ _ ~-Laps ____ -'------'--- -Future Continuity -,------- '::i_,_ Consohdahorr ·---'-------'-- -Mortar Batching """----'------ -Electrode Storage. ______ _ · _ Torque Applied _______ _ -. Correcbve action _required ____ _ _. _ Correcbons completed _____ _ INSPECTIONDATElf-~zn-eq ·· \~ &~Ef\e IN-~1.=™ fu:nQ~~b&E' .D::tb A) LrNf; I\(\ "'°-~·CaJ,Et£\1em~?rr-~· JQ,rn~ _@rC,q __ ~ro J?tA~r: 1 Co~, 1~· Of.·. ~ fN~· (.£)CA1JQ@\ _ ,'-, •·· ,· ':! ·. ... :• ,, '_,;_,":. ,-' -•, ._., _,; : . '., .. : •:, 1 ,._:· '' . . ...... . ' ... CERTIFICATION OF <;:o'MPLI· NCE:.AII of ~he reported WQrk, unless oth'~rwlse notecf,.comphes with approved· plans, specifications and applicable sections oft e codes. This report covers the0locations of the' work Inspected only and does not constitute engineering opinion or·proJ. c · :. c · · · · INSPECTOR'SIGNATURE·A-H',.=....;!~--__,..;..-~-ER~-,#:~t.,z~szq~-.' , .. ,DA;E '±-l?-~/ NOTE:·lnspectlons based n hour minimum, at:iour mlnimom·,aJter ,fhoors,.2 hour i'ninimum·for.:all cancellations. Overtime effective on Saturday· and after 3:3 • . o·n we'ekdavs. , ''.,;c ·. · :. . ·:,; -· :': '{· ?,: · -:-. :., .. · · ' : , · · i ·, . -~-.... .... ·'/;.~·,/! q-_: .. ,:~: :·:::~!'·_:-.,--.;·:·· I "' •-t.• -' ·: .~,.~· ''• ' .-· . ., ,• .~ . . .. ·-· '" l • ... ,, Page 1 of j_ AMERICAN ENGINEERING LABORATORIES, INC. ~ 7940 Arjona Or., Suite A _ . a 350 South Maple St., Unit K a 515 Galaxy Way a 58945 Buslnes~· Center p;,, Unit A ' ssn Diego, CA-92128 Corona, CA 91720 . Modesto. CA 95356 Yucca Valley, CA 92284 (819) 895-3730 (71-4) 272-4230 (209) 576-0813 . (619) 228-1754 ~-~..,..-_,NSPECTION .REPORT Pro1ect 11 •••• [-l-D}e}~.J,.---......::.~·:_. ---------+---"-'----- .Pro1ect Name ;per· ~l~~s)..C8~~~ , Building Permit Ngt_-_lf:{...,·-"-. ~----'--- . Pro1ect Address (legal) \ftlS" fJ:\tD(}1Al2...::Ce~¥ -'---~-"------Plan File No·----'-----~-- . Architect _-.i.0 ~tst: Govt Contract No .. E e · • ~"-,--~--·----------''------'--------,·----'--------Ce'nsu_s Tract No.-~.-----'--'-'--~ ngme, r .. ~ _ Cpntractor. ~?(1l"'0:\1)'...:S( · Other ___ -'--:-:--"------ INSPECTfON CODE ~AT~~:.~;.~CO~~ . "'. R~~TR:.~TIV\R~lf<t= '-J_· _ Pla~N&s::sT_1o_N_C_H_E._C_K_L_1s_T_· __ •.• OSHPO FL04 _ OSA FL05 ;s_pec111i1y: FL06 Mechan11:al· FL07 : ... '_ E.lectnca I FL88t ~--Roofing· FL09 . Co'ncrete· FL10 .•• :. Masonry .FL11 __ Striict Steel FL12 _·_:.. Prestress _Cooc FL13 _ _'Pile Onv1ng F!--1• ..:..,-FireproolI_ng· FL15 _ · --Waterproohng FL16 ___ Non•Pestrucltwt 'FL17 ._ Asphalt Piiv1ng FL19 _C.ment C ·_ Mortar SampleS MS _. Grout Samples GS _. Masonry·Pnsms· · MP . _ Ma,onry Block, MB _ Fireproofing FP _ Units (block or bnckl .,UB .-. _ Asphallic Concrete ·At· , ._. Roofing · , RS _ Retnf. Steel · . · ASS : _. s1ee1, _. ·ss _ H.S. Botts -HSB .. '.-Tendon (Pf Strandt) TS, _Other-~---~ _other ______ _ -_,Re1nl.: W.W.F. ----'----~Clearances---'-----..;_- . ~ Fieinl.:' Tendons, _ _,..,...,..,._..--=1-;:-~1=-4 Pos1t1ons ------'---- ·-.-Conc.:·M1x #tp,-.:;::..J...i..::;c:..=..:..:.....:..;:'-1-C"'-+'I I~-Sizes --'--------- _.Cone .. Mut #/psi'· · _Leps-~--------- _,._. Cone.:· Mix #/psi.-: · , -:-Future Conhnu1ty -'-----_.;_- '-'-'-Grout: 'Mix #/ps1 ·· · ·-" Consohdallon .,.._ -'---~~-'--- _-_. Mortar:, TypeipSI .. · -. _ Mortar Batching --~---- -· ·-· Units: Block· _._ Electrode Storage ...,....------'---'- . ·--·units, Bric!! . -: _ Torque Applied ..,..;..------- .::.__ $tee( _ _'.:...-_ _,__ _____ ----___ _ _. _ H.S. Botta ... · -'---'--------'-- -·-· . .,..,a1 Oeckmg _____ ___o __ __:_.:.: Etectrodes ---'-'~-'--'---'-- . _. ·:-fiie'pn)Ofing·:.:.;.··-' -"--:.;._-· -~·,·_·_·--' . _. 0·111er ·, ·_·-_· --------------,-,.'-- ,_ •. Correcbve action required ----~ . ·-Corr9<:llons completed -'-+---- l~SPECTION DATE4:-·re-PJ1. ,~--41'-A-ec~11[t<e~-.. ~.e-l . n·~5 ... ' .-f,\r-l;ilis-r ~u; LtNh z\cp:to s. ~/; ·q,B:,~·:.(~~t<Kft tt> .. e); q. P>·· L Nt:7,(A:reID. ELevAWfl-Err lNALl8, (b,11'.M~: @;-~-~): ~ q_~·t> s) B_"' J L 1·} cz, C,4). C. 5, :C {f J' p, -~ _(s.i)). p.-3 (4JJ ~'+:,1Y~~'.~~ D.'.·_f((e,'t-~@jtAct®+Nr A.No: U)t$DtAoA:n!LY a; Ca:rv~ th-\:.~ ~5i ~. B ~k 1 ·v erATPR-· . :?tr re-~e:: WC:/£0~> 5':A_rapl e.o ·.lh)tee.re,:,. _ l_ <Set=Of: 13 4{t-t{\;[)f1G-S, CERTIFfCATION·OF COMPLI · All ohhe reported work, ui,les·s otlierwis~ n~ted, complies'with approved plans, specifications and· applicable sections.oft i codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or pr ct tro . ·/-H-""'~-,.--__;:;=-----6E.Rt#&~~~~tt_-~~ .DATE 4-zs.~ · NOT!:: Inspections base o on Saturdav and after 3:3 hour minimum, S·hour minimum after 4t,ours, 2 hour minimum for all cancellations. Overtime effective . . on weekdavi;. . . . . , ' ' ., '-· ; ,. J ~ " 1-1 ·, ; J ,¥ ·:t -~ . , , t ~ .. j' , < t _ _ _ Page 1 of __ _ A'!1~~2.~~ E~,?~=~~~N~ ~_!eRA0T,2~.~~!: .. '.~7· San Diego, CA 921·26 , . _ Corona, CA 91720_ • : ·. _, Modesto, CA 95356 . Yucca Valley,-CA 92284 · (619) 695-3730 (714) 272-4230 . , .::' _-. -(209) ~76-0813 (619) 228-1754 -. . . . . r . . . ·iNSPECTION. REPORT ':· ~A/~ . . • '• • ' •. : I, • · Pro1ee;t # _ _' · · · --· · · • .. :: : · • _'. -· --. ! -.-· : ·_ -· . · ·. -< Pro1ect'Name (p~rplans~~s ~~0~'4(!_ ~-ffl~_:_b.~G:,})~···-. -Pro1ect Address (legal) 19 c:l"b G 4-P I 'E--c:.;e;;bSA:Ks .. '1.17:.. . . . ' ·Archrtect ---~ M f Crff!f:!J:L · -.. · -. -·. Plan File No.-----'--'------. -.... Govt. Contract No. -'--------'--'--- Engineer .. ~e HO ". -.. Census Tract No._· ________ _ ~ontractor · 0 ?u.s;. ... : . Other~--------------- INSPECTION ~-OSHPD _ OSA : ': .. Spec11111x. .. · Mechari,cal ~ _ Electrical ___ Aoohng ~ncrete· ·---~-Masonry _ _:_ Struct. .Steel -"-· Prestress Cone __ Pole Onving __ 'Fireproofing _ Waterproofing _ Non-Destructive __ --Asphalt Paving CODE FL04 . FL05 . FL06 Fl07' .. FL08; l"L09 Fl10 FL11 FL12 FL13 Fl.14. FL15 Fl16 ·FL17 FL19 MArL~AMPLJNG CODE· -~-Co"IIC'9t" Cyltndlt'I · cc _Cemenl · C __ __ Mortar Simples .· . -. MS _ G'rout Samples GS _ Masonry Prisms,· ;MP. _. Masonry Block. --MB _ Ftreprooltng . .. ' FP _. · un,ts (1119c;k or brick) us _ Asphalltc: Concrete AC _ Roofing RS _ Retnf. Steel RSS · . -5111111 . ss ---H.S. Bolts HSB _ Tendon (PT Strands) TS --_Qlhef _____ _ _o.,,., _____ _ .. ':- .. ~~TERIAL~S@l??N .. ; ;.-.. K Retnl.: Rebar /1£:/.-~ -~~ f..t;:ll...J · _· __ :Remf.: W.W.F:' --,-''..;.......-.-,------- -Reinf,,'T~ons',, '. · -· ·. ; '· I ~Conc:,~x #Ip~~ ~0)/2 ·. _. _, · ·eonc:: Mix #/psi · · ' ,, -· -· ____ Coric.~ Mix 1/pSt .. ' . · ·· . -._._ ·Grout: Mtll #/pst ----------- . ~ Mortar: Type.ip'si :----------,-L Unrts: Bkx:k" _·_. __ ·..:.· _, ·----'---=- _ Unils: Brick.~------- --Steel~--"---· ... -~-------'-----'-- . --H.S, Bolts. _____ _.__ __ _ . __ ·-Metal Deck1ng __ '-. · ___,_ _______ _ _._Electrodes--,-------- ._ Fireproofing _----------,---- _ other -' . ~e . ·· .. · INSPECTION CHECKLIST ~&S~s _______ _ .~nces -,---------~- -·_ ~~s ---------- _· -~~------------ _laps~----------- _ .. _ Futuni Continuity ______ _ __ · Consohdahon _______ _ i-· _ Mortar Batching -----~-- -Electrode Storage ______ _ _._ Torque Apphed -~------'-~-- . -_ Correcbve action req~ored ____ _ _. Corree11ons completed· _____ _ ~- ·: .--~-------"."----''--------,---"""-...,....'--'----,....i..........:.___,;-:....;..;__...__ ___ -'-______ .:..._ _____ _ CERTIFICATION OF COM.PLIANCE: All of the reported: wor,k:. uril~s~ otherwise noted, co~plles with approv~d plans, s~ecifications and applicable sections of the bullding codes. This _report 'c_overs the locations of the work inspecte·d only and does not constitute engineering opinion or project r I. · · · . · . , · · . . -. . . . . , INSPECTOR SIGNATURE . ' ...• ,: .. -C~RT# -d~Z . DAT~:' _S.,;-/ ,/3~ . NOTE: lnspectlo'nsbased.9n ~-h r ~ n'Jriam;:s h'ii4(~IQ·l~·um'a~~/~ hou.rs;-2' h6ur mlnlrnum'tbr all c;~cell~tloris. Overtime ~ffectlve · -'• ""'... . ,· ~ . .. ' ,-' , ' ·:~.-···:'-: :>· .. ' . :,.~ .. = .·'i:'... ::. ... f .. /-~.?:~:~t·-. • .... • • -.,._ '\"=':' "t' • ~ ..... ' ... :- Page 1 of _I_ AMERICAN ENGINEERING L"BORATORl~S, INC. · )( 7940 Arjona Dr., Suitt A San Diego, CA 92128 (619) 695-3730 a 350 South Maple Sl; Unit K . Corona, CA·91720 . (714) 272--4230 · a· 515 Galaxy Way. . 'Modesto, CA-95356 ', ; (209)'576-0813 · a· 58945 Business Center Dr., Unit·A Yucca Valley, CA 92284 · . (619) 228-1754 ,, ,.' A,·. .,,. ' .. '·, '· '' ' I".•,,' ProIect # ..... ...§. L I -, I -0 FJ · · , · . : ·. · :· ' .' : .. Pro1ect:Name {per piansJ-Ca.1-L ~ ~~,._ ..... -•. :;.,.;_.~'---''-----'_':_, .___,___.,......~ Buildi~g Permit 'filo.__B_a.....A_c=,_,_'i~~- Project Address·1Iegal). I 'f '2 5:-I 4 Lcrwiat . Oak& 11J0-y...._,__-'----------Plan File.No,-----'-=------ Arch1tect _ --'--''--...!c::;..:]::µ.• --!/YY\~!..!...:'-""- 0 -"'C:.=-<h:.i.··~-c"'·•'"'lc:· .__..,....-------,----'--.:..,_,----------,--,-Govt. Contract No. ----~----- Engineer _ . ____ .1,(:.,__,,_· .11,lc.....:.,:·-·"1Jd::µ·oz_ _ __,,_---'---'-----..,.------,-,------·-:-'---:-""-----'----....:....;;... Census Tract No,------------ . Contractor ____ _;_ .. ..!10!!:...Jp~u..,.;Sil. __ · ~·ie.!loe.!oo::M,"-·:.:::iii!w+wt-_,.__ _____ ....:. ___ ..,...,__.:..-_....:...-------Other -------'----'------ INSPECTION CODE __ OSHPD FL04' _QSA FL05· ·-Specialty FL06 .. MechlntCII . FL07 __ Electncal FL08, __ Roofing· FL09 )(__ Concrete . FL10 --· Masonry FL11 · --'-Strucl. Steel FL12 __ Prestress Cone. FL13 _· -PIie Onv1ng FL14 _ F1reprool1ng FL15 _ .. Waterproofing FL16. _ · Non-Destrucbve FL17 -. _ Asphalt Paving, FL19 MArL SAMPLING CODE ..ll Concrete Cyl_,nd;,,. CC _c.ement. C _. _ Mortar Samples· MS· ·-Grout Samples GS . _ . Masonry Pnsms MP · _ Masonry Block · MB ,_._Fireproofing FP _ Units (blqck or bnckl ·. tJB _· ·-· .Asphallic Concni'te AC · _._ Roofing . RS _ Re1nl. Steel. ASS · ___ s·,.1 · ss _ H.S. Bolts · . HSB · -Tendon (PT Strands) ,• TS _Qther __ .;_ __ _ _ Olher ------ 'MATERIAL DESCRif'TION . ..x.. Rittnf.~ Reber :A $IM A(, 1 s-, 4r.· ,o -•·-Retnf.: _W.-W.F,' .-·----'-'---'--- _._ Reinf:: Tendon's'·--------'''----'-- .X.. Cone:: Mix #/pSi e,,o(!WF'q /lf&io ·-Cone.: Mrx.#/psi-..:.:-· --'-"------- _. :Cone.: Mix #/psi. __ ..;.._ ___ ._ -.. Grout: :~u1· #/psI ~-'---"-----'-'--- -Mortar: Type/psi ... ~·-----------'-- ·_. un',ts: e1ock · ~-~-'----------'--- ·~ Units: Brick_·--'-'"--------'--- -Steer __ ..___--'-------- _._ .. H.~. Botti·--------- -·-Metal.Decking_· ___ '---'---'----'-- -· Eleclrodes·_·_,_-----,-----'-- ,_ .. 'Fireproofing· ~------------ _ .. -· Ott1er_· __ ,...___~ _ __. __ INSP_EQ.TION CHECKLIST ...L Plan& Specs _______ _ ~ Clearances---------- ~ Pos1t16ns ----'--------- _x SiZ!_IS ------'------,- ~Laps __ _,_ _______ _ _ Future Continuity --'------- -· ·eonsohdat1on ---------- _. M~rtar Batching --~----- -Electrode Storage ______ _ _ Torque Applied -------"-- _ Corrective action required ____ _ _· -Corrections completed -----~ INSPECTION DATE . 5~ Q$._ '8' ·. ., . ,, .. , ,: 8-cnt<-.J,.t ,c.,,,.k;.,,,.. i<wt«<.t.m,; ~~h,.-;__1 ~;,,:....,t ,.4 CERTIFICATION OF COMPLIANCE: All .of the reported work; u 0 nless otherwise noted, complies with app~~ved plans,. ~peclfications and applicable sections of the building cod.es. This repo~ c_overs the locations of the work Inspected only and does not constitute engineering opinion or project control. · . INSPECTOR' Sl~NATURE ·: iA I?,~?~~ .... CERT:~· a;;4. IJ:l'f· .. ~f $,b . DA;E · ;,_ o?, -'81 NOTE: Inspections based on 4 hour minimum, 8 houqninimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective -"' ---\ ' ' ' ' , .. ',· -, . ~! ' ~. )· '. , ,, ' ,. San Diego, CA 92126 (819) 895-3730 • · C 350 South Maple" St, Unit K · . , -. Corona, CA 91720 . . .; ' (714) 272-4230 ·a 515 Galaxy Way ModestQ, CA 95356 .. (209) 576-0813 IN'SPECTION .REPORT a 58945 Business Center Dr., Unit A ,. Yucca Valley, CA 92284 (619) 228-1754 :::::::::!~~t~~~g&; ': /, .· . ,. :::::~ltNn~-4~ Architect _Q_fuS ~ )JJ-\W.~T°:.L-_---,----,----,---,---'--------Govt. Contract'No. -------- . t, ~ " · . Census Tract No. _________ _ Engineer .. .....,_t. \~ . · Contractor 01'\,\$ £o:A-1l:\~5 t Other----'---------- INSPECTION CODE MATL SAMPLING CODE · MATERIAL DESCRIPTION; .. ,. OSHPD FL04 _: Concrete Cylinders cc _ Retnl.: Ribar "\,_ .. · INSP.ECTION CHECKLIST _ Plan & Specs . _ _ ... OSA FL:05 _c.ement C _ 'Retnl.: W.W.F. _. _. C.leerances _________ _ ._ .. Specially FL06 _ Mortar Samples MS V Reinf.: Tendons .. Mechar11ci1 FL07 _ Grout Samples 'GS ___ Cone.: Mtx 11/ps, ·--Electra::al FL88t ____ Masonry Pnsms MP _ Cone.: Mix II/psi ~~c::=~~..:.JJ,is.;;,>Vl'f'I"""'---Laps~---------- ~-.Roohng_· FL.09 _ Masonry Block ME! _._ Cone.:. Mix II/psi' . _ Concrete FL10 _ Fireproofing FP -.-Grout M111 11/pSI "-.::· Future Con11nu1ty ~ Consolidation ________ _ •• · .. Masonry FLfl _ Units (block or brickl UB _ Mortar: Type/psi _· Mortar.Batching _______ _ __ Struct Steel FL12 _ AsphaltlC Concrete AC _ ·units: Block _. Electrode Storage ______ _ ,·-Prestress Cone Ft:13 ·_Roofing RS _. · Units; Brick _ Torque Applied _______ _ __ Pile Dn_v1ng FL14 _ Rein!. Steel RSS _steel __ Fireproofing FL15 _steel 5$ _:. H.S. Bolla _ Waterproofing FL16 . _ H.S. Bolts HSB -~talDecktn _ Non-Destrucbve FL17 _ Tendon (PT.Strands) TS ___ -· ,Electrodes· · _ Asphalt Paving FL19 _Other _. Fireproofing _ Correcllve action required· ---"---- _ Other _ .. _· Other . _. Corrections completed _____ _ IN.SPEC'froN DATE -4 -~ -~-~-· A, ~re ~ Lv\,1.e?r@s1JA~tL:. ·LltJG? 3tobJ i Co·kUJm~; ~~((p)1 .,, ,-, ''i: . '.· ' ' ~ ' ':~ ' '. '-·· . -. . -,,., ' ~' : ' ' ':, '" -= . ' ., ,',. r .;_., CERTIFICATION OF COMPL:'i:~NCE: All ofthenp'orted wcirk, ;~-~less·otherwlse-noted, com]:>lles with 'appr·ove·cr plans,.s~eclfic'ations and· applicable sections of 11 g co·des~ This reporf co.ve'rs .the fo·catlpns' of th'e work Inspected only and does not constitute engineeringopinionorpro nt I. . ·: ·. , ,,::_'.·.···-·.: -. -_, · · . . .. -; i .: .. 'd~ERi:1<&':-tl.3t..'f~~ DATE e=-·· :...-....... Lf'--,~=-'-~--c----'- . ".~·, !,-, . -., .. •r,, ,: ,., ~·1 _; ·':,·-·~.~,---!_.' ,i': , ,. • . . '-. ' . NOTE: Inspections base o 4 hour minimum, B_hour. rrilnirrfun_,after.4 ho_u~s~,2 frour'minimuin.for all canc'ellations. Overtime effective onSaturdav·arid·RftAr!:i~!:i_ m ·nnw,.',,.'1,rtl'lv~" .. ,,,-~·-. , .. ,._., .. ~:,:,('~.,--; .. ,·,,,_., ·. · ·· ,..... . · \:.. · , .,, ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1+68 DATE: Se.Pr. 14 JURISDICTION: PLAN CHECK NO: .:rsz:.. SET : PROJECT ~DDRESS :_...:l...19-='2=-=15~ __ P.....:~=l-O::Jl:,,LM=Au.aRc---=0=A=K,~:;,~\.V...,__=A:..:.Y __ PROJECT NAME : ___ O_P"""'u'---~-..;:'$ __ w~ . ......;;;;c.=o....,g.=p ___ o __ i=..,_J:=_.1 .. c..,.e ........ B ... L .. !>o;;,;<a-. . r 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 If with the jurisdiction's building codes when minor deficien- D cies identified Se.t.o\.cJ 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. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applican~'s copy of the check list is enclosed for the . . jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: fl 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 i _______ _ II REMARKS: C,A.RAtC.E;. Je,,n·1u..r1ob) -CSeE AJTAC.HE.D By: 612..~. ESGIL coRPRATlON Enclosures: ---------- 2075 LAS PALMAS DRIVE CARLl>BAD, CA 92009-4859 Randy Ritter Padre Mechanical <ttitp of ~arlsbab · DEVELOPMENT PROCESSING SERVICES DIVISION September 2, 1988 8665 Argent St, Suite D Santee, Calif 92071 1925 Palomar Oaks Way, OPUS, Plan Check 88~494 Your design for the parking garage is approved as you have described it in your letter of August 31, 1988. We have approved ror the following reasons: 1: Although the garage is completely below grade, ·the first floor covers only half of the garage. The second floor extends over the oth~r half whtch creates a wind scoop. 2. The garage is open at both ends. 3. The garage ·is located 60 feet from the front property 1 ine and 0 feet from the rear property line. AC)~. MARTlN ORENYAK, DIRECTOR ·c: Glen Adamek File TELl;PHONE (619) 438-1161 '{• f\ 9/2/88 Marty: Building Official Decision PC 88-494 Garage 192~ Palomar Oaks Way -Opus Office Bldg See attached appeal from Padre Mechanical. The plans show garage completely below grade, but it is open at both ends. Entrance is 70' wide and travels into the building 50 1 before it is covered by the· second floor·. Rear is a well that is also open for a portion .of its area. In other words fi-rst floor covers half of the garage, and the s~cond fldot:e~tends over the other half. Glen says his correction is telling us .what the code is, but the design of this garage creates a very good.wind flow, and if it were ~is decision, he would approve. APPROVED: /J¥) And you?-Fire has approved.subject to Esgil. DENIED ______ ~--- t . -~ s mecnanlcaL,lnc HEATING& AIR CONOITIONING August 31, 1988 City of Carlsbad Community Development 2075 Las Palmas Drive Carlsbad, CA. 92009-4859 Attn: Martin Orenyak Re: Plan Check No. 88-494 Project Address: 1925 Palomar Oaks Way Project Name: Opus S.W. Office Building Gentlemen: We have received plan check comments for the above referenced project and are requesting a decision from the building official. Esgil Corp. has rejected our design design CFM for the enclosed parking garage however, we feel that the design is adequate and safe. Section 705 of the Uniform Building Code allows for an alternate· method of sizing if approved by a building official. We sized our ventilation system by this method: 40 parking spaces x 14,000 CFM x 2 1/2% = 14,000 CFM. Since 14,000 CFM is required for each vehicle in motion, Esgil has interpreted this to mean that if our system is only 14,000 CFM, only one car may be in motion at any time. We of course realize that there will probably be times in which more than one car will be in motion but if we used the 1 1/2 CFM per square foot method, it wili require us to approximately double the CFM increase duct sizes & increase fan size. This will defiantly affect the building & structural design also. 16,000 square feet x 1 1/2 CFM per square foot= 24,000 CFM. We are requesting that the City of Carlsbad approve the existing des iftgn because: 1). CFM has been correctly calculated by the alternate method of U.B.C. section 705. 2). Garage is open at two opposite ends. will aid in CO count reduction. Natural ventilation 3). The Code is based on automobil~ emissions of early 1970's. Almost all automobiles today have greatly reduced pollutant counts. 8665 ARGENT STREET, SUITED• SANTEE, CALIFORNIA 92071 • (619) 448-3200 FAX 1-619-448-9326 . , PAGE 2 OF 2. There has been approval from the Fire Department since 4-26-88. If you have any further questions please call us. appreciate a timely decision on this matter. J RR/nb We would ESGIL CORPORATION 93~0 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1+68 DATE: JURISDICTION: CIT'!' OF C.AR:L':>E>AD PLAN CHECK NO: SET: PROJECT ADDRESS: _____ ~~~Z~S"--_?,~:,b..~L~O~~~A~R.~0=-=-A~~~S----\.u......_~-~----- PROJECT NAME: __ O_P_u_s __ 'S_W __ D_F~·F....;..,;IC~e-~E,-~_D_·a,_. __ _ D D D Ill 0 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. 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 to the applicant contact person. II The applicant's copy of the check list has been :_sent to: OPu& "5w. C.oR..P, 41'24-N, '24-•~ ST SL) 1re. '270 \ P14.oe.u 1 )(, Az . i So, lo .,,_ -Esgil staff did not advise the a·pplicant 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 i --------------------0 REMARKS: --,: ______________ .,..... ____ .;.._ ______ _ By: ~.·~ ESGLCORPTION Enclosures: ----------- .... ... -~ .. CITY OF CARLSBAD PLAN CHECK NO. 88-494 SET III 1925 PALOMAR OAKS WAY OPUS SW. OFFICE BUILDING AUGUST 25, 1988 Remaining corrections from list of corrections dated.July 22, 1988 which have not been satisfactorily resolved. GENERAL 3. · Electrical, mechanical, and plumbing plans have not been fully revised to agree with changes made on, the architectural -plans. ELECTRICAL 25. All exitway lighting stairways, corridors, etc. as well as exit signs mus~ be on two separate circiuts, or have battery backup. If battery backup is provided, indicate on plans, and provide catalogue cut of fixtures to be used. e gara~e system is under-sized per UBC Section 705, i.e. l½ CFM per square ft. of parking garage containing about 15,750 square ft. 14,000 CFM, using the alternate method, ~epresents one vehicle. The number vehicles should be 2½% of gara e ampers at ducts piercing fire prqtected ceiling assemblies. Maintain maximum opening 6~ 100 sq. inches per 100 sq. ft. of ceiling area. G. The stairway enclosure includes the ,corridor on ground floor ,.-; which leads ··from stairway to main lobby. No duct penetrations •' are permitted through these walls. If you have any questions, please contact Gene Meier of Esgil Corporation at (619) 560-1468. Thank you. ,t ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 . SA.~ DIEGO, CA 92123 (619) 560-1+68 DAT~: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: 19'2.'5 PAI..OMAR. OAK.$ wt:.;t PROJECT NAME: .O\:>u~ <ovJ OFFICE P-:>LDC::. D D D D The plans transmitted herewith-have been corrected where necessary and substantially comply with the .juris<tiction's building codes. · · · The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ....---,e-------~---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. u·ntil. corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. fll The applicant's copy of the check list has been sent to: OPUS Sou,-14 WE~T C.O~f> . 474'2. t-..l, '2.4,..J:\ ~,. -Su,TE,'2.70 P1-IOE."-.)1;,( A-z. 'i':>Ollo II Esgi1 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 t _______ _ 0 REMARKS: --------------------------- By:· . &=fti.~ ESGIL CORPTlON Enclosures: ----------- l CITY OF CARLSBAD PLAN CHECK NO. 88-494 II 1925. PALOMAR OAKS WAY OPUS SW OFFICE BUILDING JULY 22, 1988 The following corrections remain applicable. Please make all corrections on the original tracings and submit two new sets of plans to Esgil Corporation, 9320 Chesapeake Dr., #208, San Diego, CA 92123 1. Provide a typical detail through corridors. Note that duct ceiling outlets require ceiling dampers per U.L. D-212. Corridor walls should extend to floor above, or provide full one-hour ceiling con.struction at the ceiling level. 2. The exhaust duct from the lower level garage requires enclosure in a separate one-hour shaft for full height. Otherwise occupancy separation between B-1 and B-2 has been violated. The termination of this shaft at garage ceiling level requires that shaft wall continue to ceiling level (between floor and ceiling) and that full one-hour ceiling construction be provided at the ceiling level. 3. Revise electrical, plumbing and ¥1echanical plans to agree with architectural plans. 4. The change in stair location (exit fromngarage) from vicinity of grid 5 to grid 3.3 resul.ts in insufficient exit separation from garage. If vehicul·ar ramp., is intended as exit from garage, show ramp slope and prov,ide walkway which will be maintained clear of vehicle intrusion by physical means. If security grille will be provided at garage entrance, the use of garage access ramp as people exit is not acceptable. 5. S'how mechanical shaft opening on structural floor plans (vicinity of grid 6-B). 6. Clarify and specify that floor level 2 from grid 7 to 8.2, 8.5, 9, is a one-hour assembly. (occupancy separation) Show source of approval for the assembly since U.L. D-212 is not applicable with plaster ceiling. 7. Provide a letter from the soils engineer confi:tming that the foundation plan, grading plan and spe,cifications have been reviewed and that it has been determined that the recommendations in the soil report have been properly incorporated into the plans. .. . . CITY OF CARLSBAD PLAN CHECK NO. 88-494 II. JULY 22, 1988 ELECTRICAL 25. For exit signs provide one circuit to one lamp and separate circuit to the other lamp of the same fixture, for the stairways. It is recommended that the circuits to fixtures be staggered. MECHANICAL A. The garage ventilation system is under sized per UBC Section 705, 1 1/2 CFM per square foot 0£ parking garage. (about 15,750 sq. ft.) (this garage will: have more than one auto running at time) 14,000 is too small. C. Provide a fire rated shaft for exhaust ducts from garage extending above first floor level. UBC. Section 1706. (show construction of bottom of fire rated shaft) D. Provide fire dampers at duct opening in fi.re protective ceiling membranes. UBC Section 4303(b)6. Maintamn maximum opening of 100 sq. inches in any 100 sq. feet of ceiling area. (at all levels) E. Show all material exposed in ceiling space·. used as duct or plenum comply with the UMC Sections 1002, 1005 and UMC Standard 10-1. (provide data on batt insulation, duct insulation and all wiring exposed in plenum) HP-4 and HP-5 shows no ducting. F. Detail future one-hour corridor to show that ceiling space within corridor is not used as a plenum. UMC Section 706(b). G. Show stairway enclosure extension from stair 'B' to the exterior of the building. (only exit door can open into stair enclosure, no duct openings permitted) UBC Section 3309. PLUMBING H. Overflow drains for balconies are undersized (open height must be 4 inches minimum). See detail 20/A9. ENERGY OB-5. The upper left corner of the Certificate of Compliance (CF-1), pages 1 and 2, must show the name of the documentation author, who need not be a licensed person. (Manual 1-14) OB-7. The design entities (electrical, etc.), must sign in the appropriate spaces on page 2 of Certificate of Compliance (CF-1). (Manual 5-4) .. , ... . ' CITY OF CARLSBAD PLAN CHECK NO. 88-494 II JULY 22, 1988 OB-8. Note on the plans, near the imprinted Certificate of Compliance (CF-1), ~A separate copy of the Certificate of Compliance (CF-1) has been retained by the owner and will be made available to future owners or future tenants." (Manual 5-4) OB-9. Note on the plans, near the imprinted Certificate of Compliance (CF-1), "At the time of permit issuance, the permittee will provide an approved copy of the Certificate of Compliance (CF-1) to the jurisdiction", for filing. (UBC Section 302(a)7). OB-13. On CF-1, line 2, show the occupancy group B-2 .. OB-18. On CF-1, line 7, show the proposed or existing total resistance (Rt) for exposed floors or soffits separating conditioned space from non-conditioned space, using Form CF-2. Provide a Form CF-3. (Slab-on-grade floors are not considered to be floors for this i tern.) OB-30. Complete lines 33,35, and 37 on Form CF-1. OB-31. The insulation in the energy design does.not match the plans, show framing mempers, R-values, and the same type of insulation in both energy design and the ~lans. OB-32. WS-lA is incorrect. Provide a entry for each floor level. OB-33. On MF-1 show exact sheet location for each item. L. Energy run for a shell building must show at least 3 HVAC zones ·(per CEC). The ADM-2 run shows only one zone. If you have an·y questions, please contact Gene Meier for architectural, Glen Adamek for mechanical, plumbing, energy and Vollie Waggoner for electrical, of Esgil Corporation at (619) 560-1468. Thank you. PLAH am:I :NO. ----=C.:..::S~-=i=~;....-...;;..4::...q.;..4.._-__ _ JORiso1cn()l{: ___ C....,.A=R ... L ... '.':?-e ... Aa;a.at>------ ro:_~O--'-P-~~&=---=5~W:.=,;.,~-~C...=o~R.:.-..?_. ___ _ 414 '2. t-..l. '2..4-,t-l s r ~.,..l'!., 2, o p·14-oe:t:->• x. -An iSO 1 '4 OCCOPAMCY:. _____________________ _ BUILDING USE: _________________ _ nPE OF ~()!{: ___________ _ AC'l'UAL AREA: BA.'f:zf::1T B-\ -lS'I '2.15 FT" "l.- P ll,4S>, e-'2 124to'-:t •• _ '5ec..Qf.2p ,1 I fo'6~ q •1 THIR.O ,1 \<.:,(.,0111 _ ,-PTt!::'--4t5:6,.'2.'2. • TO'TA.L-ALI.. FL.OOR.S: .AI.LalABLE AREA: 1p 7 '5 Q O S'IORIES: ___________ s _________ _ =r:::..' BEicm: __ _,.. _____ ~_-... ________ ___ . SPRIBLERS: _____ '/_e._,'.?~-------.--- 1 ~ -\'2,C; -:2~0 -1~4-0CCOPAKr LOAD: __ _.&._11_0_-....,.._t_l#_r.. __ _,,. _____ ___ RllHABS: --------------------- Date plans received by j1.1risdiction:. _______ _ Date plans received by Esgil Corp.: ______ _ Da~e initial plan check completed: Applicant contact person: Plan check is l:i.mite4 to technical requirements contained in tpe 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. '.!;he 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 Department, Engineering Department or other depar~ents • 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 ~hange. 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 ap~roval of the plans does not permit the violation of any state, county or city law. To speed up the techeck 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 marked up list when you submit the revised plans. tist No. 80, GENERAL COHHERCIAL, WITHOUT ENERGY OR LOCAL ORD+NANCE OR POLICY SUPPI.EliENTS .. A. y. ~- y. y. y ... Please make all corrections on the original tr~cings 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, Sail Diego, California 92123, (619) 560-1468. .Please make all corrections on the original tracings and subipit 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. GENERAL Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the 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 alld Professions Code. 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. Any portion of the project shown on the site plan that is not includea 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 ~itle Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction ~prinklers: Yes or No Stories }ieight 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 applica~le) · 7}29/87. 0 c. Provide a note with the building data legend stating that yards used for area increases shall be pei"lllanel'!tly 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, SITE PI.AH Provide a fully dilDensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a stat~t on the site plan stating: 11All property lines, ea.s~ents and buildings, both existing and proposed, are shown on this site plan11 • 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 buildings. 1y· Clearly designate any side yards used to justify increases in allowable area based on Section 506. lJ<. Show on the site plan ~11 proposed walls, retaining·walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. 1( Clearly dilDension building setbacks · from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Show and dilDension 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 pians, showing finish floor elevations, elevations of finish grade adjacent to ·buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned 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 . ,. .. Parapets of area separation walls shall have noncombustible faces for the uppe:nnost 18 inches, including counterflashing and coping materials. See the attached article, "Area Separation ~'alls Revisited'1, and incorporate appropriate data and details on your plans. 59,/Provide complete details of the area separation I wall(s) to show compliance with ·section 505 (e) l-5. 60/ Provide a note on the plans stating: "Plumbing / and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall1'. Section 4304 (e). G. BUn.D:IX; m:I<m/~ ~ Clearly show the maximum building height based on the definition in Section 409. £., Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. 63/Plot the finish grade_ (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. 6y'The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the hei$ht/number of stories as shown,. 65y"'One additional story would be permitted beyond / that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required-by Section 506 (a,:ea) or Section 508 (substitute for one-hour). Section 507. 66:/Towers, spires and steeples shall comply with 7 Section 507, Exception 1. H. Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit · passageways, type of construction separation per Section 17011µ1d atriums constructed in accordance with Section 1715. Section 508. @ See >-lo 1oiG ® A.UP ,COLL)M~S, @ Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Detail how one-hour fire-resistive wall construction is maintained at built-in wall .fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding J,6 square inches in area, etc. Section 4304 (e). Detail and reference ICBO number or other approval for horizontal fire assembly using· trusses. Section 4303 (b) 6. Detail how fire-resistive wall and ceiling protection will be maintained at all duct . penetrations such as at bathroom .and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303 {b) 6. Roof/ceiling and,floor/ceiling assemblies illllst be of one-hour construction. Detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire- Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC. 73. Detail water heater vents located inside fire- , / resistive wall construction or within fire-resistive, shafts. Section 1706 (a). · Detail pre-fabricated .fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a min:iJDum, show a 22 ga. steel jacket around each column to a height of 3 feet-above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. 7/29/87 5 78 / Clearly specify minimum thickness of walls and 7 slabs to provide ____ -hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at __ fire-rated floors, ...,,..,...._....,.~.fire rated columns, -,--,-----,-·fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e). so/ Detail all furred ceilings as required in / Section 4203. Show fire-retardant treated wood where necessary. I. Clearly label and identify on the plans the fire-resistive corridors, area sep~ation wans, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide aQd · exit enclosures, along with their hourly ratings. Section 302 (a). 82,./ foam plastics shall not be used as interior / finish except as provided in Section 1712, 83/ When walls and ceiling are required to be fire- / resistive or noncombustible., the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding l-3i4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. sy When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached· to noncombustible.backing or furring strips. Section 4203, 2. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III .and V construction, where fire- retardant treated wood may be used. Section 4203, 2. 86/ All interior wall or ceiling finishes less~ ./ 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. syPro\•ide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame·spread classifications in UBC Table 42-B.11 J .• @ A C>.t-31:: -hour occupancy separation is required between S-\ · occupancy and the e~2. occupancy. Table 5-B, Section 503 {d), Tables 43-A, B, C and Chapter 43, (See exceptions in Section 503) -t-.~t> ~o,e e,e_..._011.l 0 / Administrative and clerical offices and y· similar rooms need not be separated from other occupancies provided they are less than 750 sq. ft., less than 25 percent of the floor ~ea of the major use and not related to an H- 1 or H-2 occupancy. Section 503 (a), Provide ...... ....,...-.-hour fire-resistive door assemblies in the ____ -hour occupancy separation. Section 503 (c). A B-1 occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construc;tion ONLY if the conditions of Section 702 are met: a. ~-1 is Type I construction. b. B-1/B-2 is separated by a three-hour occupancy separation. c. B-1 is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc,). d. The maximum building ~eight does not exceed the limits in Table 5-D for the least type of construction, The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. ~ection 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5 feet .from a property line. Section 1803 {b). All openings in floors forming a three-hour separation shall b~ protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-how;-fire-resistive construction, and openings therein shall be protected by a one and one-half-hour assembly. Section 503 (c) 2. Tables 43-A, B, C and Chapter 43. 1-/29/87 . . . I . At,jl:) t..HJE EETLUe:£tJ L\\..)ef> ~ • 7 • AJ.U:>· o,., Lu-3e7 FRoM A,'l. To .5 Soc,r;:H Of A,'2.) ioi=~ A-roA, \,\.Jout-i:> ee R<=Q\o•Reo To e,e \ H'2.. -n:>C.OMfr..e1 e TI-\S. SefA~T1oo, 6 97. Structural members supporting an occupancy separation nrust have the same fire-resistive rating as the separation. Section 503 (b). 96/ No openings are allowed in a four-hour fire- /' resistive occupancy separation wall. Section. 503 (c). ® Openings in a three-hour fire-resistive separation shall be ~rotected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c). A two-hour fire-resistive separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half-hour assembly. $ect:ion 503 (c). A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c). 1ni.' Occupancy separation wall penetrations 1D1.1St be 7-· either ferrous or copper and fire-stopped. Steel eiectrical outlet boxes, not exceeding 16 sq. inches and not exceeding 100 square inches ·per 100 square feet of wall may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall-. Section 4304 (e). Fire-resistive floors used for occupancy separation shall have openings for mechanical and electrical equipment enclosed in shafts per Section 1706. lOy.' Clarify that wiring within concealed spaces complies with the Mechanical Code and UBC Section 4305 (e). · @ Ducts penetrating one or two-hour occupancy · separation walls IIJ!,lSt have Jire dampers. A fire door is required for three-hour separations. Section 4306 (j). 10/w'Usab.le space under the first story shall be r enclosed and shall be separated from the non- usable space as required for one-hour fire- resistive construction and· the door to the usable space shall be self-ciosing, of noncombustible construction or solid wood core, not les.s than 1-3/4 inches in thickness. Section 1703. Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual;. U.L., etc. p0 ~ Roof' AS':ft.J.&1 .. "{, .@. Oe-E h'a 'ii r· Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000 sq. ft. if storag~ area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). IC. In all occup?J,cies., floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). In areas where the occupant load exceeds __ , two exits are required. See ______ _ Iable 33-A. 10¥. Exits should have a minimum separation of one· / half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 110/'The maximum number of required exits and their / required separation must be maintained until . egress· is provided from the structure. Section 3303 (a). llV.Where a required exit enters a yard or court T · the minimum width of the yard ·or court shall be 4411 a,nd the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b), 1172. Where required exits enter an exit court (see definition, Section 404 arid 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of -walls and openings when the occupant load exce~ds 9. 113./2iange in width in a exit court shall be 7 eff~cted gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311 (b), 114/walls of exit passageways shall be without 7 ~penings except exits and shall have walls, floors and ceilings of the same fire- resistance.required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). l~Basements require two.exits. Section 3303 (a). 7/29/~7 7 ' . llVlotal width of exits in feet shall be not less / than total occupant load served dh·ided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maximulli width required for any story shall be maintained. 117,/No point_in the building shall be more than 150 / feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions), llY. ,Double acting doors are not allowed when r · serving a tributary occupant load of more than lQO, or when part of a fire assembly-, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304 (b). ~ Exit doors should swing in the direction of egrees when serving an occupant load of 50 -or more or when serving any hazardous area. Section 3304 (b). See doors ~?!9!-1 ST"6'1~ e, AT F=1R~T t=L..OOlc-• AL!>li? :5EE: eE-1 Ql+J,: - 1,a( Exit doors should be openable from the inside 7· without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt; or security chain per Title 24 2-3304 (c).] Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section '3318. ,,,.(' All doors and gates, withi~ the exit path from T-· an assembly room to a public way, sQB.11 not pe provided with latches or locks unless they are equipped with panic hardware. Section 3318. 1~ Exit 4oors should be a minimum size o~ 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304 (e), The net dimension ( clear width) at doorways should be used in determining exit widths required by Section 3303 (b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door 125./Regardless o! occupant load, a floor or landing /' not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304 {h). 7 29 87 ))6· When .a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width; Section 3304 (i), Door landings shall ha,•e a length measured in the direction of travel of not less than 44 inches. Section 3304 (i), l~ Doors should not project more than 7 icnhes 7·· into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). ~ Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (g). ,/ Ramps required by Table 33-A shall not exceed /v. 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have,handrails as required for stairways. Min:µIIUIII size landings and landing clearances must be provided. Section 330J. L. S'J:AIRWAYS 13],.( Stairway width must be at least 44 inches when / serving 50 or more ' occupants; 36 inches when less ·than 50. Section 3306 (b). 132:.. Seventy eight inch minimum headroom clearance / for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosing. l~ Stairway handra.,ils should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than l-1/2 inches. Section 3306 (b). 1y(.' Enclosed usab1e space under interior or exterior stairways should be protected on the enclosed side as requi~ed for one-hour fire- resistive construction. Show 2 x @ 16'' o.c. nailers. Section 3306 (m) (n}. /s. Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (i). 1/.Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower leve+s. Section 3306 (h) & 3309 (e). ¥, Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). 8 13~ Ali interior stairways and ramps shall be / enclosed. ln other than H-6 and I occupancies ah enclosure is not required if serving only one adjacent floor and not connected to stairs or ,corridors sel'\·ing other floors. Section 3309 (a) .• 13°/stairway riser must be 4 inches minimum and 7 7· inches maximum and minimum run shall be 11 inches. Section 3306 (c). See the exception for private stairways serving less. than· 10 occupants. l~Winding and spiral stairways are permitted only in residential occupancies. Section 3306 (d). @ Stairways should be enclosed as specified in Section 3309: y ;z--., © 7 Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. construction, and in all buildings over four stories, and one-hour elsewhere. Only exit doors are allowed to open into exit enclosures. Doors should be labeled one and one~half- hours or one-hour fire assemblies. Exit enclosures should include.a corridor on the ·ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, in~luding protected . openings. Only exit _doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. Usable space is not allowed under the stairs. 14.i,. Occupied floors more than 75 feet above the ~ highest grade should have all exits from the build~ in smoke-proof enclosures. Section 3310 (b). ;>6· In buildings four or more stories, one stairway JDUSt extend to the roof. Section 3306 (o). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if a stairway to the roof is required. Section 3306 (o). Q_ ORR.100 R... l~ -Handrails are required on each side of stairways. Stairways reoui:-ed to be more than 88 inches wide shall have inter'mediate handrails. Stairways less than 44 inches wide may ·have one handrail if not open on both sides. Private stain.·ays (1 tenant), 30 inches or less in height, may· have one handrail. Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and, except for private stairways, at least one rail shall extend 6 inches beyond top and bottom risers. handrail ends snall be returned or shall terminate in a newel post or safety terminal. Section 3306 (j). Note: Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tr~d width beyound the bottom nosing where disabled access is required. l~The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls snall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). · Openings in the exterior ~all below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section-3306 (l). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair s~ll be protected by self-closing fire assemQlies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. See exception above. Section 3306 ( 1). , Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (q). M. <X>RRIDORS. ,i./ Corridors and exterior exit balconies serving 7'" 10 ore:more occupants must_ be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). lS(}('When a corridor or exterior exit balcony is / accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). 7 29/87 9 15:iJ Corridors serving 30 / have walls and or more occupants shall ceilings of one-hour . construction except: a. Corridors greater than 30 feet wide when the occupants have an e>:it ind.ependent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less then the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). One-hour fire-rated corridors shall ·have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-ciosing or be automatic-closing by action of a smoke detector per Section 4306 {b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). 15V Total area of all openings, except doors, in 7· any portion of an interior corridor, shall not exceed· 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch· thick wired glass installed in steel frames. Section 3305 {h). 1~ Elevators serving more than two stories shall r· not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. · @·Duct pe~e~rations of fire-rat7d corridor walls. and ceilings shall have fire dampers per Section 4306 (j) . · r,:~ One-hour corridors shall not be used as an. V integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor, UMC Section 706 (b). Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of· construction for all fioor, walls, roof and all penetrations. Section 3305 (g). 15sf. Ceilings of combustible materials cannot be 7· suspended below the one-hour corridor ceiling. In types Ill or V construction fire retardant treated wood may be used. Section 3305 (g). 7/29/87 lr: Corridor walls may terminate at the ceiling only if the ceiling. is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). :r· When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). 1'. EXIT SIGNS ~-Exit signs are required for exits serving an occupant load exceeding 49, Show all required exit sign locations. Section 3314 (a), 162yShow that exits are lighted with at least one / foot candle at floor level, Section 3313 (a). 163, Show that the power supply for exit 7 illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H-occupancies and 300 in all others)._ Section 3313_ (b) 1, 164/ Show sep~ate sources. of power for exit / illumination and exit signs. (Occupant load exceeds 999 in A-1, 500 in A-2/2,1, 750 in churches, 100 in I's and 500 in B-2 occupancies used for retail sales or offices). Section 3313 (b) 2, 11 ..( The exit sign locations as shown are not r· adequate. o. ELEVATORS 166/Eievators shall be enclosed in a one-hour / shaft except in Type I and Type II F .R. construction where the elevator shall be in a two hour shaft. Elevators in other than Group i occupancies need not be in a rated enclosure i~ serving only one adjacent floor. Section 1706 .• 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, i}fl Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shali be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Sectio~ 5104. ~Elevators in high rise buildings shall comply · with Section 1807(b). l)JT. Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103{b). 10 195/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 floors· or in B-2 retail sales occupancies more than three stories in height. Section 3802. 1~ Fire sprinklers are required in H occupancies / when exceeding the areas in Section 3802 (f). 197/Provide fire sprinklers in /-establishments when the unseparated rooms exceeds Section 3802 (c). drinking and dining total area of 5000 square feet. 19y'Provide fire sprinklers ____________ _ Section 506, 507, 508 or 3802. jurisdiction ordinance. See also 199 ~en serving more than 100 spr:inkler heads, / !3-~tomatic 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. 200/2rovide 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. S. F'OOllDATIOH 2r-Provide a copy of the project soil report prepared by a California licef).Sed architect or civil engineer. The report shall include foundation design recoumendations based on the ehg"1eer's findings and shall comply with UBC Section 2905. 202/ Specify on the foundation plan or structural / 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 pla:n and specifications have been·reviewed and that it has been determined that the recoumendations in the soil report are properly incorporated into the plans. {When required ~ tiAa aeil ~cpozc). "th the ) for 2~ Provide notes on the foundation plan listing the -soils report reco11111endations for foundation slab and building pad preparation. 7 29 87 20JNote on the foundation plan that: "Prior to 7· the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: a. the build-ing pad was prepared in accordance with the soils report; b. the utility trenches }1ave been properly backfilled and compacted, and; c. the foundation excavations, forming and reinforcement comply with the soils report .and approved plan". 20V.Provide spread footings for concentrated loads 7· designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 2 9. ZJ'· Show height of all foundation walls. Chapter 23. 23/'Show height of retained earth on all . · foundation walls. Chapter 23. 21(}< Show distance from foundation to edge of cut / or fill slopes and show slope and heights of cuts and fills. Chapter 29. 211./Note on the plans that wood shall be 6 inches 7 ~bove finish grade. Section 2516 (c) 7. 21Y. Note on plans that surface water will drain 7-away from building and show drainage pattern and key elevations. Section 2905 (f). ~ Pimension foundations per Table 29-A. TABLE NO. 2t-A-FOUH0ATIONS FOR Sl\10 IEAAIIIQ WALLS-MINIMUM REQUIREMENTS• a -£110# 1HICICNEUO# DUTIIIELOW Pl.0()111 -..noo<WAL&. ,WIim! 0# .-u UHIXITUftHD -ftT&D -~ O,l'OOTIICl -l\'THf UIIII' ~ """'"' IURfACI '''""'"'ION' CONC11m IIASOlllff ~ I 6 6 12 6 12 2 ' ' u 1 II 3 10 JO -II ' 24 Nqte on· the plans: 110n graded sites, the top 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.11 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. 12 216. )how foundation bolt size and spacing. 7 r~undation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). 217 /specify size, !CBO number and manufacturer of / power driven pins. Show edge and end distance and spacing. Section 306 (f). 21e/. Show size, embedment and location of hold down I' anchors on foundation plan. Section 2303 (b) 4. 219/. Note on the plans that hold down anchors must / be tied in place prior to foundation inspection. 2-( Show adequate footings under all bearing walls F· and shear walls. Section 2907 (d). . 22V. Show stepped footings for slopes steeper than / 1:10. Section 2907 (c). 222y$how minimum 18 inch clearance from grade to / bottom of floor joists and minimum 12 inch clearance to bottom of girders. Se~tion.2516 (c) 2. 22y." Show pier size, spacing and depth into undisturbed soil. Table 29-A. 224/Show minimum under floor access of 18 inches by 7 24 inches. Section 2516 (c) 2. 22~/Show minimum under floor ventilation equal to a / 1 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 onat least two approximately opposite sides. Section 2516 (c) 6. 2~ Sp~cify that posts embedded in concret~ shall be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. r. HASOHRY 22Z...., Show veneer support and connections in Seismic / Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. 22~ Show height and construction details of all / masonry walls. Chapter 24. 22!1':' Show floor and roof connections to masonry 7--walls. Connection shall resist 2QO 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. 7 29 87 23~Provide details for d~ proofing the 7· ·foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). .23i~ow a minimum 211 ait space and flashing / ~;tween planter. and building walls. Section 2516 (c) 7. u. FRAMiitG · 23jl"Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Provide minimum structural specifications ·on the plans to show that all structural materials will comply with the design calc~lations and building code requirements. 231r.' Provide a special / plans listing requiring special 306. inspection section on the all structural elements inspection by U.B.C. Section 23Y.' 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~ Note cross bridging or blocking. Floor joists I' · 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). 2~ -Show blocking at end and at supports of floor / joists, ~d for rafters at exterior walls. Sectic;,n 2517 (d) 3. · i~ Show, solid blocking at ridge line and at 7-· exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 23V.Show double joists. Floor joists shall be 7· doubled under b~ing partition~ running parallel with the joists. Section 2517 (d) 5. 24S'f. Bearing partitions, perpendicular to joists, 7--shall not be offset from supporting girders, pea.ms, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. 241_,/Show rafter ties. Rafter ties shall b~ 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. I . Tu : 40QO -11) HER& Spec..1F1~0 13 266."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. 2~. Show-plywood sheathing over exposed eaves, or other weather e>.Jlosed areas, is exterior grade; Section 2516 (g) 3. 268. Show a weep screed at the foundation plate line / on all exterior stud. walls to be stuccoed. Section 4706 (e). 269. Ridges, hips, and valleys shall be at least one r size larger than supported rafters. Section 2517 (h) 3. 270-: IIl open beam construction, provide strap ties, 7· across the beams at the ridge support. Section 2501 (b). V. MISCELI.AKEOOS 2/. Parking garages shall have an unobstructed' · headroom clearance of not less than 7 '.:.011 above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). 27-Show light and ventilation, · for areas customarily used by people, will comply with Section 605. Provide details of restrooms to show compli~ce with Section 510 (b), regarding floors, walls and showers. 214. Provide restrooms for each sex if the number of r employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). ;JS'· Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balc<;mies or porches more than 3011 above grade or floor, and roofs used for other than service to the building have 4211 minimum height guardrail, through which a 611 sphere cannot pass, and designed for 20 lbs. per lill. ft. applied horizontally at top rail (50 lbs. for exit facilities serving J!l()re than ·so). Section 1711. !able 23-B. 27¥ Provide platform and stage construction, / incl~ding occupancy separations and roof vents, as per Chapter 39. · 271,,,t Pedestrian walkway shall comply with Section / 509. . · , 27p,/ Provide at least one drinking fountain for each 1· floor level in Group A occupancies. Section 605. 279. Show that aisles and seats comply with Sections 3315 and 3316. / 280,/,uildings 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 publ-ic street shall be a _minimum 20-,;foot-wide right-of-way, unobstructed and maintained only as access to the public street. The i:nain entrance to the building shall be located on a public street or on the access way. Section 603. W. !ITLE 24 BAHDICAPPED ACCESS Provide note and details on the plans to show comp.Hance with the enclosed Handicapped Access Check L~st. Handicapped access .· requirements may be more restrictive than the UBC. ERERGY CX>HSERVATIOJlf ~ Provide mechanical -plans, plan details, ~ calculations and completed forms to show compliance with state regulations for energy conservation. @Provide electrical plans, plan details, calculat~ons and the completed~•• i er CF-5 to show compliance with· state regulations for energy conservation. 284. Pedestrian walkways shall comply with Section 509. , ~·Incorporate in the plans ~r specifications the "...::::J attached "Title 24 Mandatory Requirements" and the "Title 24 Construction CQmpliance Statement Requirements", ,:';;~ M }-1 ,:' -/ ~-Please see additional corrections, or remarks, ~ on the following page. The jurisdiction has ~ontracted with Esgil Co:i;poration 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 reg~ding these . plan check item~,, pl&case contact __ 6_1;..;::/:._AJa=.aE"---'M.'--'--=='""/.-lf'""'/Z..=--,--- at Esgil Corporation. Thank you. Enclosu:,;es: 1. 2. 3. 07 29/87· LOC.ATe.O t.UIT't-41.._; Co" OF R.eAR.\,UALL. 1/?...11 MA">t, . lS DEPRE'<::,S,10,J PE-RMI rre D Ar eHot.u 6-rAc...l-E~-yRAt-Jce)_ CITY OF CARLSBAD PLAN CHECK NO. 88-494· .1925 PALOMAR OAKS WAY MAY 12, 1988:l ADDITIONAL CORRECTIONS STRUCTURAL & ARCHITECTURAL 1. The building period should be determined using dead load plus seismic load only. Where symettrical frames with symettrical live load occur, no difference will result by including live load, however non-symettrica1·:f:rame and/or live loading will result in additional sidesway deflection which may affect period calculations. Please evaluate. The additional force to frames from torsional moments.s--liould not b~ included· in fl forces in determining frame deflections for computation of building period and/or drift (may not make a signi.f icant difference)., 2. The building is rather flexible, ptease pro~ide window-wall details, or typical glazing details, or specif.cations to indicate edge clearance, etc. See UBC Table 54,-c ·and Footnote no. 1. 3 ~ Please clarify and provide calculations anq. details of diaphragm shear transfer to moment frames and/or shear walls. Drag struts should be designed for same load:j_ng condition a~ the diaphragm, . - i.e. using UBC Formula (12-9). 4. The concrete and steel framing in the basement story is required to be an extension of the ductile frame. $ee UBC Section 2312(j} l,I and commentary thereto. Beams .at 1st floor level located on lines 3 and 7 between lines Band C would therefore require moment framing to columns. Also show that boundary reinforcement for the horizontal boundary element of shear walls {at top of wall) complies with UBC Section 2625(f)3. MECHANICAL & ELECTRICAL 5. Please ·iefer to attached corrections sheets·. If you have any gue$tions, plea~e ·contact Gene Meier of Esgil Corporation at (619) 560-14&8. Thank you. 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 a·utomatic device for reducing HVAC energy use during periods of nonuse or aiteinate uses of the .building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 8S°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain spa:ce temperature set points in the zone that they control; 3. Be 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 ~t 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 .i,ndependent 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 ~ith at least one of the devices specified in subsect.ioh (a} to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least o.ne 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 ventitating 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 cond~tioned and uncon- ditioned spaces, such as garages and closets for centra 1 forced air gas furn·aces using outside air for combustion, sh~ll be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2~5319. Controls for lighting load$ 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 th~ area. Fbr 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 readily accessible manually operated switching · devices shall also be permitted. (c) 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 that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readilt accessible switches, that control each luminaire in a space with more than one luminaire, orthat control ea·ch 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 s-hall be arranged so that units, in all portions of the area where natural light is available at the same time, are ~wit~hed independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The bui lde,r s·ha 11 p:i;ovide the building owner, manager, and .the original occupants a list of the heating, cooling, water heating, artd lighting systems and features, materials, components, and mechanical devices conservation or solar devicej installed in the building, and instructions on how t·o 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 mus'!; be certified by the California Energy Commission (Excluqing: waterheaters of the non-storage electric type and lavatori~s in public facilities having devices that limit the flow of hot water or have self-clqsing faucets or having devices that limit the outlet temperature to a maximum of ll0°F) Section 2-5314, Table 2-53G. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Add,..-. . fi•ti Ck. So. I b · J..:, b J • _.J /,or thz'• proJ'Act See Title "-I fZ.J J0b-1 J Circlc.-d items do not appli-to n()Ors which arc not rc-quirc.-d to be h:in-tem num ers circ ~.., e 011· :ire rcqmr= • • , • • . dic1Jpp,-d 11cces.sible. . _ _ . Iklercnces to section numbc-rs with prefi.t "2°' are to Title: !U, P:irt 2 (St.ile Building Code), 1955 Edition. Pre-Ii.,· ··3" is for P.irt 3 (St:ite Electrical Code). Ptt:fi.t" ·-s·· is for P.irt S (St.ite Plurnbins; Code), E.n•mptions cfoime-d for anr ittm shall be rcqucstt-d in writing and sh111/ inc:~ud~ :,1/ d:Jl/J n~cd to dc-tcrmine "uzm:usonuble hllrdship" as dC"scribc-d in S,-ction :--1!12. SITE DEVELOPMENT 1. HANDICAPPED PARKINC SPACES a. Sec Approved Parking Plan for layout. (Fig. 2-71-1) b. Provide _____ handicapped sp:aces. (2,7102a} c. Space shall be so located that hand ieapped persons are not com• pelled to wheel or wallc behind p'arlccd ears other than their own. (!Ml02e) d. Parking space shall be a minimum oC 9 ft. x_ 18 ft. with adjacent ~ ft. lo:ading zone. Double space shall be 23 ft. wide. (2-il02b, Fig. 2-71-1) e. Maximum slope of parking surface in any direction shall not ex• ceed ¼" perfoot. (2-7102d) f. Parking space(s) shall be identified with the International Sym• bol of Accessibility on reflectoriz.ed sign affixed to post or wall, and also duplicated on parlcing surface (symbol to be 36" x 36"). (2-7102e). · · g. Entra nee to parking faci1ity or structure shall also have durable metal· sign stating that unauthorized vehlcle(s) parking in han- dicapped space(s) may be subjC'et to tow-away. (2-7102e) · h. Entrance to and vertic:al dearanc:e within accessible level of park- ing structure shall be 8 ft. 2_ in. to any structural member, duct or pipe. (2-7102£) · 2. CURB RAMPS i. Curb ramps shall be located wherever pedestrian ,path crosses curb. (2,7103a) b. Curb ramp shall be-48" min. width (2-i103b) with maximum slope of 1 in 12. (2-7103c) c. A level 48" min. depth landing is required at top of curb ramp over entire curb ramp width. (2-7103d) d. If no landing is provided, the ·slope of flared sides shall not ex• cced 1 in 12. (2-il03d) e. Surface is to be slip resistant. (2-71031) (. Border markings shall be 12" wide 0£ ¼ • x ¼" ~ves, ¼•apart, located at top and sides. (2-7103h) · 3. WALKS a. Site development and grading shall be designed to provide ac- cess to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. (2-7101:i) b. Wallculoping grcaterthan S'-(l in 20) must comply with ramp requirements of sect. 2-3307. (2-3325;<'} c. Walk width shall be 48" minimum. (2-3325a) d. The maxfmum cross slope sh:all not exceed ¼" per foot. (2-332.Sa-3) e. Cratings are not allowed whenever possible. (2-3325b) f. At' e:ich g:i te or door a 60" x $0" level area is required when the g:ite swings to,vard the walk. (2-332.Se) g. A !U'· clear space is required at strike side o[ g:ite or door. (2-3325e, Fig. 2-33-2) h • A -cs·· .x 4-r deep level :irca is required when the gate swin~ :iwily from the walk. (2-332.Se) .. .,c.. PEDESTRIAN RAMPS a. A path of tr:ivel with a slope greater than 1 in 20 shall be con- sidered a ramp. (2-330ia) b. The maximum slope shall be 1 in 12. (2-330ie) c. The width shall be 48" minimum. (2-3307b-3) d. A 60".intermediate landing is required at ma:dmum e!e,·ation change of 30" and 72"landing at each change of direction (o,·er 30'). (2-3307d-l) e. Landings are required at top :ind bottom or ramps. (2-2307d-J) f. Bottom landingsh:ill be minimum of 72~ in the'dircction of tra,·el. (Fig. 2-33-llA) g. ToJI landing shall be 60" x 60" minimum. (2-330id-.2) h. When door swings onto top landing, m inmum depth 0£ landing required is door width plus 42", {Fig. 2-33-llA) i. Top landing shall ha".e 60" min. width .when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. (2-330id-4) j. Ramp handrails are required on each side oE ramp, when slope exceeds 1 in 15. (2-330ie) le. Ramp h:andrails shall be continuous, l;cated 30"-34" in height above ramp surface, with 12" extensions beyond top and bot- tom, and the _ends returnee!. (2-330ie) I. }tandr:iils shall be 1-¼" to 2" cross section, spaced min. of 1-1/z" from wall. (2-330ie) m. A 2" high curb or wheel guide rail centered 3" plus/minus l" above ramp sUiface is required on both sides where not other• wise bounded by walls when the ramp exceeds 10 feet in length. (2-330ih) 5. SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of elevator, when the vertie:il distance between landings, structural elevator. struc• tural design and s:ifeguards are as allowed by the State of Calif or• nia. Dept. ol Industrial Relations, Div, of Occupational Safety and Health. (2-51061) DA 2/4/88 JURI$Dlc:rIOH: C"/4,£4.$']> ,472 PLA1I cmct ~= 2"?-ll:1 'f /- I· I- 0 I r· ,. Submit complete specifications. electrical plans and Submit plan services. showing location of all Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. Indicate fuse symbols to show faJilt currents are limited to 10,000 amps on branch circuits. ON f/ou.s~ ~l 06 {ll. :.J..JP ~,IV-I<) If fuses are not used .t.o limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards. Indicate dimension of switchboards and coptrol panels rated 1200 ·amperes or more. NEC ll0-l6{c). Submit .plan showing location of all transformers. Indicate the grounding system to be installed for transformers. NEC 250- 26(c). DAtt: 5:--IO -e q ~VOLLIEWAGOOMER PUii Ql!CDX: D 00:ll Dn.t,011 Provide· overcurrent protection on the secondary side of transformers. NEG 240- 21/384-16(d). f· Submit plan showing location panels. of all f· Y· I- 'f Submit panel schedules. Specify conduit and wire sizes. Specify aluminum or copper conductors and type of insulation. Show approximate length of feeders. f-Specify electrode conductor size and type wire. (aluminum or copper) 'I· r· r· 1- Submit electrical load calculations. Indicate existing service size. Indicate existing building load. Indicate new additional loads • . J'· Indicate wiring method. .@Show exit sig~ on the electrical lighting plan. Note: Power for exit lights . and emergency lighting must conform to the l985·UBC Sections 3313 and 3314. oi:> TvJo 5~-P,4 ter1n c I le.Co ITS r-o ~ S I 6.N S /.I J..1D STl1 I ~Wti/~: '}'· Provide receptacle(s) within 25 1 of the· " roof mounted A/C units. UMC Section 509. ;J. Provide multiple switch lighting controls per CAC, Iitle 24, 2-5319. Any quei;tions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. @µ'ov'[P~ ''572<f f t5 '' rsc. £0(&,e, 08/31/87 A ' /J £. I. ll(M ,1/,v (,, .. .I-( /Jd'r-AtL n v~~ #'c.ow JJ~ A 1-..J htt i3,11J4t'!,,.,.tlltF_~ - :r (i ol? ~ IE C!-"f" -r--r1e -~ V "?'u_.<Jd /./AJIT'.., hA A1 A.t..11". /, 'A "?'c;,,e ~OS ~ ( -r>-1tt P~AAJS . t::; HtJ ,~' ~ U A 111" ~ ~AC.H, . 7AA t.,d 1/-1 o t: t-1 ;t:Jc, ~Hoc.. 11< ~ /J,_,,rs eA-a.H) ,,, c;' ,i-l(£/$T ,o. r;. J .06' ?"AI'-,h',;.t,._;~1 ~AA A~ t!. t5'S <,. I A'-d · ".LJ!)WdA ~;C.t IC',-, "-I C.-fJ?IJ I<. . ~JI!'"" ,J I L"} , 5 A .... <:;~~ '1"n::.~, ~t: IH,,,,. (it"10(.,,.Jf' /o,, )d'.IP A~IEA. ' . . . . . . . .. . . On Janwiry l, 1987, nev standards, Md a nev design manual, went into effect to govern the energy design for nev heated or cooled lo"1rise office buildings, (Le. 3 stories or less). The nev standards and design also apply to alterations or additions involving heated or cooled space in existing lovrise office buildings or existing shell or speculative buildings wherein heated or cooled office space is being proposed or lighting is being extended to ne\l conditioned space. Ihe nev standards {114 pages) and the new 11Des~gning for Compliance" manual (l+OO+ pages) contain forms and design instructions that are essent,ial to developing a complying design. To order the standards and manual you can contact the California Energy Co11111ission, Ac~ounting Office, 1516 ,North Street, MS #1, Sacramento, California 95814 (Telephone (916) 324~3Ql4) • . • Please address the c'ircled items and, when resubmitting, provide a copy of this,sho~ing the page, detail, etc. where each circled item has been addressed. In ne11 or existing buildings a Certificate of Compliance (Form CF-1) must be completed and imprinted on the • plans if HVAC or lighting is being extended to a new conditioned .space • . (1-13 ~~l).. ···•·· _J, -. .. •••"""·. , .. ,. ...,._._ A Certificate of Compliance (CF-1) is required to be imprinted on the plans for shell or speculative buildings where lighting, HVAC or other improvements will be made by the tenants. (Manual l-13) Multiple Certificates of Compliance (c'F- 1) are required to be imprinted on the plans for speculative pr ~hell buildings, Wllre the final occupancy is not known at the time of the original building permit. The multiple CF-l docW11ents should address the potential uses, i.e. office, retail sales, etc., and should apply the appropriate standards to the specific occupancies. (Manual 1•22) The Certificate of Compliance (CF·l), Page 1, must be signed in the lower right by the licensed person who is attesting that the design complies with the regulations. (lilinual 1•14) Iha upper left corner of the Certificate of Compliance (CF-1), Pages l and 2, must show the name of the documentation. author, who n-;;r-n~t be · a .. licensed person. (Manual 1•14) .. ···j,4~~-·nie owner of the biii1ding0'"mus"t ·sign "{ri .. . the appropriate place on Page 2 of · . Certificate of Compliance (CF-l). (Manual l-14) Ihe design entities (electrical, etc.), must sign in the appropriate space on Page 1. of Certificate of Compliance (CF• l) • (Manual S-4) Note ·on the plans, near the imprinted Certificate of Compliance (CF-l), 11A separate copy of the Certificate of Compliance (CF-1) has been retained by the owner and vill be made available to future owners or futu·re tenants •11 (Manw:i.l S-4) .. Note on the· plans, near ·the imprinted Certificate of Compliance (CF'·l), "At the time of pemit issuance, the percittee will provide an approved copy of the Certificate of Compliance {CF·l) to the jurisdiction", for filing. {UBC Se~tion 302 (a) 7). I£ a Certificate of Coznplia.nce {CF-1) was previously prepared £or this entire building, or for improvements or alterations in this building, provide a copy of the approved Certificate of Compliance (CF-1). (Manual s-_4) !he building is a mixed use ~uilding and a Certificate of Co111J>liance (CF·l,) must be prepared for each use unless the subordinate occupancies total less than 1,000 S.F. ~ are less than 10% of the total conditioned floor area. (Manual 1-22) 0!-12 On CF-l, Line 11 sho'-" the occupancy type, i.e. lowrise office. OB-18 On CF·l, Line 7, sho~ the proposed or existing total resistance (Rt) for exposed floors or sofJits separAting conditioned space from non-conditioned space, using Form Cf-2 •. Provide a form CF-3. (Slab-on-grade floors are not considered to be floors for this item.) 0!-19 On CF-1, Line 8, show the minimum allowed total resistance (Rt) for the floor taken from the package you selected. OB-20 On CF·l, Line 9, if there are different types of walls, show the proposed or existing averaga total resistance (R,;_)., · using CF-2. If only one wall type, only CF-3 need be completed. · 0!-21 On CF-1., Line 101 complete CF-2 if all opaque walls and doors have the same heat capacity, generally a Heat Capacity less ~ four. If there are multiple walls having different heat capacities, this may be left blanlt. •·• --~-----........ -OB-22 OB-13 On CF-l, Line 2., show the occupancy On CF-11 Line 11, show the minlJ!:lll:l required total resistance (~) for opaque walls and doors. If multiple walls., having different Heat Capacities are proposed, show the area weighted average using CF-2. group B-2. 0!-14 On CF-1., Line 3, show the package selected, i.e. A., :a., c., D, E or Performance Approach. OB-15 On CF-1, Line 41 sho11 the conditioned floor area being add;essed by the .docur.ientation. OB-16 On CF-l, Lines, show the proposed or ex~sting total resistance (Rt) for the roof. If different types of roof, complete CF-2. Complete a CF-3 if only one roof type.• QB-17 On CF-1, Line 6, show the min:iJm.w allowed total resistance (Rt) for, the roof taken from the paclc.lge you selected. OB-23 On CF-11 Line 12, sho1o1 the total exterior wall area. for the entire building . or that portion covered by the ne11 standards. !he exterior wall area should include opaque walls, doors and windows bet~een the floor and the bottom of the floor, or roof, above, thll~ separate conditioned space from non- condition·ed space. Provide a CF-2. OB-24 On CF-1, Line 13, sho1o1 the total glazing in walls separating conditioned space from non-conditioned space. Provide a CF-2. O!•lS On CF·l, Line 14, show the percent of exterior Yall, betvecn conditioned and non-conditioned space, that is glazed, i,e, Line 13 divided by Line 12 ti~es 100, 0!·26 On CF·l, Line 15, show the average shading coefficient for all glazing, supported by a cr-2. I£ only one t)"pe 0£ glating, no calculation is necessary just enter the shading coefficient for the gluing •. 03•17 On CF·l, Lina 16, enter tha allowed percent of gladng., for th• selected pack.as,, based on the average shading coefficient shown on Line lS. :rhis entry should 'be greater than the Line 14 entry. 0B-18 On. CF·l, Lines 17 through 21 should be left blank for lowris• office buildings. 0B-19 On., CF-1,.Lines 12. thro\Jgh 19 ,. ~tar. the proposed area. of skylights and tha allowed a.--ea. per the pac:lcaga selected. If more than a skylights attach a separate sheet. -------------------------------·· -· -t -:···--. .,. . ~ '( "'' Date 1 Jurisdiction C..Arn..$g,A.D --- Prepared 'bys ~e,e~ VALUATION AND PLAN CHECK FEE o :Slog, Dept. CJ Esgil PLAN CHECK NO ·----~---~-----~ ......... A-.... BUILDING ADDRESS 19'2.15 .PAL.Q!::1AB. OA)SS. \NA.j APPLICANT/CONTACT OPucs. ~vJ C,bBP PHONE NO, (~z) 4-l-~ ·1000 BUILPING OCCUPANCY B'2/ B-1 DES!GNER PHONE ";:>A1-tE I TYPE OF .CONSTRUCTION .1IL-S 1-lR SPi.!.. .. CONTRACTOR PHONE 5AM~ ?/4/«t :BUILDING PORTION BUILDING AREA VALUATION '/VALUE 1// MULT!PLIER - e>4"!:JEME"J..lT e.-1 4/l5'1'2'5 l=T'\,, ~ts,. OQ ~r-4~'?0 iJ, l/,-t, \~'FLOOR..-Ol=-!=1c..se, l'24G:,<.c:, r-t',._ ?~100 .r'LI-~~ a l.?"7~ tz~P II II :itJ>549 ·FT-i.. s~.oo -r~ ~, ~'b~ 3Rt:>· II II 1 eo eoo7 'Fl,. s-a.oo v-4-~I tgqb ~L:n 4£",/ Pl./ ,t'--~V" - ~.~ ~~ ror-1.5'4--t--i --.. -·- 01 q,tf-7 ' . Air Conditionin~ Commercial . 454'2'2 @ rz.~o ~ 1~1. li2. . /?J Residential -.. --~ ,. Res. or Comm. C!'2, D'ZD Fire S-orinklers ~l,'::>41 @ l.'50 .. C/1,, Total Value ~~ " ( l!;2 I S' .7 J 0 Building Permit ree $ Plan Check F~e S -qozk,/l§o s _ ;JJA;~0 . 77 /'?- s 4'\S3. qi rOK CO H H £ N TS._• ----'!-------------------------- SHEET __ OF ____ l?/A.7 ~· ~~5 ~ :; -::~~~;~-~ ' '· ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6.19.) 560-14-QS DATE: JURISDICTION: PLAN CHECK NO: .SET: QFILE QUPS QDESIGNER PROJECT ADDRESS:.,_ __ \~-----~~2 __ P___._.A=b-P~H-A=@-.=--Q~_-A~K-$ ___ yJ---A~Y~·-___,...... PROJECT NAME·: O.Pu s, SW. OFFICE! e1.-0C. ___________ ___,;,....;._.,~;._..;.~""------------ 0 D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction'~ b~ilding codes. · The plans transmitted herewith wiil substantially comply with the jurisdiction's ~uilding codes when minor ~eficien- 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. a The check list transmitted herewith is for your information. • The.plans are being held at Esgil Corp. until corrected plans are submitted for reqheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. tfl The applicant'.s copy of the check list has been s·ent to: OPUS ';;Oc.JTt-4vJe.~T C.OR.?, _ 414'2 N, '24-t!:'· ~T -:=:11.,,re. '2.10 Pt40Ekl1)( A~. ~5o!L:, O Esgil staff did not advise the applicant contact person that plan check has been completed. fl Esgil staff did advise applicant that the plan check has been completed. Person ·contacted: ()fU .. S. s.....J~ ~ Date contacted: .. 6/22/t1J? Telephone # .(c..02.) 4-<o<a-70O0 JI· REMARKS: Tu16 CoBBec:r,orv L_1e:r 15 PsoYtpt;:,r! AT THI$ r,Me . FOR '/ouR.. Co11.J\/e.N1Sf\J(.e,. 5rRuc..rv~ Pt..A,-.J REVl-e.1,U HA.$ 1vor SEEt...l COM Pl.J;;+EP AtQC A,.QQ1ft:PL3Al.. By· e:_i ~ Enclosures: 0 ESGILCO~~-_____________ ,........_ / D DD D cz{ D D 000 ~D ·~o DD D D DD DD D D D D D D D -D D D D D D D D @o D ENGINEERING CHECKLIST Date: 5$/B.8 . . I I Plan Check No. {38Df9fl --=;;.w;.:,c.-.:.,,'-------------- Pro ject Address: ms= /tiL.QM,&12. Oaks /dqy Project Name: IBs Dau111M;st ~ JZ-er;:u~ Field Check Date: ----------By: LEGAL REQUIREMENTS Site Plan LEGEND ~ @ 1,2,3 Item Complete Item Incomplete -Needs Your Action· Number in circle 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 slopes, driveway and percent (%) grade and drainage patterns. 3. P·rovide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading s. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE 2.. 81,S.£'° . 7. Neeq 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 req·uired for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste P~rmit _application required. to .be filled out completely and returned to Development Processing. -~ FEES REQUIRED 0 D. @o· o· @)o o @o o @o D ~o·o 10. Park-in-Lieu fees required. Quadr~nt: __ --:.-==~---' Fee Per Unit: Total Fee: 1 l~Traffic impact fee required. Fee Per Unit: · , Total Id CJO Fee: 1-P I D,003 --. 12~rid~~ and Thoroughfare fee required. 012 Fee Per Unit: .--, Total Fee :If 22001 =-. . ) . ' 13. Public fadlities fee required. 14~Fac:ili.ties management fee required. Feefrz4,535e-, lS~Additional EDU's tequjred: . 28.41 ., Sewer connection fee:ff3S15"J'2..,® Sewer permit no. , 16. Sewer lateral required: __.,~ ... _ ..... -=·"""'--·--+:.· .,__ ____ _ REMARKs~\JAffll\j6 FOK Est:,11 ... CA@. ~ ~/~ Sit. O.K. to issue: Date: --- If you have any questions about any of the above items identified on this plan check, ple~se call the Development Processing Department at 438-1161. · To-rA1.-r/J =t;> 'CFFICE 46j f,Z2_ ¢ &>~t.>T I~ 9~rp · Cwmi) TRAFFIC. L-tfflc:r Fe.e 1~ ~.22.. ~ + L 80) 4//;PV - 15; q2~~ +s(.)w tiou = ,2,5,2 3 -)l_zs.'fJ l 3, 18 · •L ' ,l !f ~, <lJ .... ro I 0. Cl .co cc cc -0 -0 -0 <lJ <lJ <lJ == 3: 3: ,. <lJ <lJ <lJ ,> > > <lJ <lJ <lJ : 0::: 0::: 0::: 'lio D DD D ~DD [y{' D D ~D ~ CJ o·o D D D D D D D D D D D D D D D D D D D D D· 6) D D ../ ENGINEERING CHECKLIST Field Check Da By: .•,. · · .. -, .• : · ·... "LEGEND ~~~:Chec;,~:/B~@91{ .. •· ., • • ...... ~ Project Address: /</25"" /41.DMft/2. Oa~ft/4y , @ Project Name: CAl.5 c5mmwM /?tA.,€ JL-erru~ t . ~1,2,3 . ~- · ~ · Item Complete I tern Incomplete -Needs Your Action· Number in circle indicates plancheck number that deficier.lcy was identified LEGAL REQUIREMENTS ~ Site Plan ,. 2. 3. 4. s. 8. Provide a fully dimension arrow, property lines, structures, streets,., exis width and dimensioned s site plan drawn to scale. Show: North asements, existing and proposed street improvements, right-of-way CKS. Show on Site Plan: Finis'h,Jloor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and prop~s~es, driveway and percent (%) grade and drainage. patterns to Engineering uilding permit issuance: Grading c c. D. E. Certification letter and compaction reports submitted. Grading inspected and permit signed off ~ City Inspector. Right-of-Way Permit required for work in p)Jblic right-of.,.way (e.g., driveway approach, s-id~~k,. connection to water main, etc). ~~ ··· 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. al al "C "C a, a, :I:;: == a, C1l ·-> > C1l C1l 0:: 0:: .... N =II= =II= u u a. a. al "C. a, ==-C1l ·s: C1l 0:: M =II= u a. D D D ODD PLANNING CHECKLIST Plan Check No. BE;o.tf<?f Type of Project and Use 3 ..sro,ey QFflc.£. BLD§. Zone P-M Use Allowed? YES L NO __ Setback: Front Ok _ Side 0/'( Rear OK Facilities Management Zone 5 School District: San Dieguito Carlsbad Discretionary Action Required Environmental Required Landscape Plan Required Comments Encinitas ---- San Marcos YES K_ NO -- YES .(1-_ NO ' -- YES_~ NO __ -- Type Pl P 80 -~ /l~M1V1: DeuPIZATio-v I ~x>Ep #/JI/ et} ------------'------------------------- Coastal Permit Required YES --NO ,b(_ Additional Comments ALL oa-u. 7J<B£S .q,y, CZ@@ Mo/JJvD DAI<: '1:te&G:5 /-Jee 7b /?E,n1at.,.J ,(Jr.Jo ae VA>7i:VCHl.a? £Vt21/llch Kvulf 6/UIJ-'Aft; · /.JNt;A,z 8Qtf..CJI~ c:f'/b?A711JNS • OK TO ISSUE DATE ------------------------------ 2560 ORION WAY CARLSBAD, CA 92008 ~itp of Carl~bab FIRE DEPARTMENT PAGE 1 OF1 TELEPHONE (619) 931-2121 APPROV!:D DISAPPROVED , PLAN CH ECK -REPORT )lL~tJ CHECK# vl) $'-<\94 . PROJECT o-P U...,,\ .£t.A Thw£':)t Lo~:? ADDRESS ..,,.(-,--'q!--'-2-'-'s-::::::.__...:c.M.:....f\_L..;:_o,._;_k--\~A_· R._.;____,,,,t:JA'-'--"-KS=--=-w.::......:.A-1---I __ ARCHITECT . <Q\1,,1.,/4 c.;;-ADDRESS ¼D(;:1--11 ¼ , A f2 , 1 · PHONE 602 -4t:B-7ooD ' I OWNER ,5{\ vvt~ ADDRESS _________ PHONE OCCUPANCY }52.,. . CONST. :?:f / hi<, • TOTAL SQ. FT. 45, l../2..7... STORIES3 lilv 1\ ~~"t;IMl:>J{ -· :...J,..l.,L I I .. J SPRINKLERED D TENANT IMP. ~ ----~-----'--~------------------ -. _1. __ 2. '-1... 3 .. ~4. _5_ ~6. t ~7. __ 8. Ls. ~10. I __ 11. L12. f . __ 13. ~.14. --15. APPROVAL OF PLANS IS PREDICATED ON CONFORMING to THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy· of: floor plan(s); site plan; sheets Provide two site plans showing the location of all exisUng fire hydrants within 200 feet of the project. Provide specifications for the following: PR\ v-A"1'E /,/ Al v€R.bt2.Du A... LD f.iR_t. p t2-iYTl=L n 01-J Permits are require..c:U_pr the installation of all fire protection systems(~, stand pipes, dry chemical, halon, CO2, alarms~sY. Plan must be approved oy the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT T,t,e following fire protection systems are req,uJred: I\ / -· ':Is Automatic fire sprinklers (Design Criteria:. 1-'Ncx I A..,I.:.. G/\P,-...c.,-;_ tJf2c( ·GR·> I tJ177<£ l l<::h7 !IA.ff· D Dry Chemical, Halon, CO2 (Location: · 1 :' · · ) D Stand Pipes (Type: _ . . ) tl •• i.' D Fire Afarm (Type/Location: --------~------------------) Fire Extinguisher Requirements: . . none 2A rat.e~tABC exttng_ui!;lherJc;>J each lc?OW sq,_ ft. QrJ;>QJtiQ11 the[e_g_Lwlth ~ tr_~y_~I gistanceJo the_ne~r-~s_t __ extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of ___ to be located: D Other: _________________________________ _ Additional fire hydrant(s) shall be provided--------------,-~~-~----- EXITS Exit doors shall Qe openable from the inside without·tbe use of a key or any special knowledge or effort. · A sign stating, " This door to remain unlocked during business hours" shallJ>e ~11aced abovei the ~ain exit and do~rs !A lh E) ·i (FJ t I ., 3 I";{.-.:, /a,~'\,/ An~ .1(-. Ty fr ,veA ,_). /;5()L ;-:5:. . EXIT signs (6" x ¾" letters) shall be placed over all required exi:ts and directional signs located a!, necessary to clearly indicate the location of exit doorf?. · L GENERAL Storage, dispensing or use of any flammable or c·ombustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Buildirig(s) not approved for high piled combusfible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. · · Additional Requirements. -.,---~·----.--------,.----------------4 · (/Lo lJ I b£ f\o/J/lv1,J-P)"':'::, J(~Y Bu~ t>>IJ ~Lu 1.1)11 ,'=, . J!>, ~huu.J J>t::~,~~ TD &77u,1n;:-i)o,t,?as AT G..Eu/1.TZJrl (! ?fZrJu 11)E fl ,v V (Z.tv, !>1 tn; S . ('hEe K. f?.'-;)f)0Cl ~$ I . I Comply with regulations on attached sheet(s). 7 A9'J,· / . Plan Examlnef-.__,,1,/ ·_,. ~~ ,= / f<.t::.-Z A 77::. 7:) '7D . -£.<:. b I L (I(_ f>.:n kE"l:::>~ f.) 1 ,u G b 1 T1,v(.-,,. . Date .:...; / 2_( ,,-, / ktf .• I Report mailed to architect ___ Met with ------------'-\___ __ Attach to Plans NARRATIVE: REVISION DELTA 4 TO ARCHITECTURAL CONTRACT DOCUMENTS FOR CARLSBAD SPEC OFFICE BUILDING PHASE II AUGUST 25, 1989 JOSEPH M. SALVATORE PROJECT ARCHITECT OPUS SOUTHWEST CORPORATION Carlsbad Spec Office Building Architectural Revisons/August 25, 1989 Page 2 The following narrative describes the revisions to the architectural set of working drawings for the Carlsbad Spec Office Building, Phase II. No revisions to the structural mechanical, plumbing, civil, or landscaping occurs in this issue. Revisions to the electrical drawings is under a separate narrative. SHEET NO. T-i AC-1 AC-2 AC-3 A-1 A-2 A-3 REVISION 1. Issue record has been revised to include this issue ( 4fr5) • 1. No changes in this sheet. 1. Detail 16/AC-2 -Stair into the cooling tower has been revised. 2. Detail 19/AC-2 -Stair into the cooling tower has been revised. Guardrail has been added atop ramp wall. 1. Detail 8/AC-3 -Bollard light location has been revised. 2. Detail 19/AC-3 -Bollard lights have been removed. 1. Storage room has been added between Grid Lines 3&4, D.3&D 1. Room finish legend has "F" category added to the floor schedule. 2. Corridor 106 has had its floor finish changed. 3. Electric room 4frll3 has changed in size and shape. 1. Room finish legned has "F" category added to the floor schedule . 2. . • <I'' .··a Corfi;;dor has fl~or ·,.plan. •'; 3. Doo~s~209A and 209B have been added. ~carlsbad Spec Office Building Architectural Revisions/August 25, 1989 Page 3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-10 .1 A-11 A-12 A-13 A-14 A-15 1. Room finish legend has "F" category added to the floor finish schedule. 2. Corridor has been added to the floor plan. 3. Doors No. 306 and 310 have been added. 1. No changes in this sheet. 1. No changes in this sheet. 1. No changes in this sheet. 1. No changes in this sheet. 1. Detail 15/A9 -Guardrail connection and support has been revised. 1. Detail 9/AlO -Guardrail connection and support has been revised. 1. Detail 10/AlO.l -Steel connector has been further described. 2. Detail 20/AlO.l -Guardrail verts have been revised. 1. No changes in this sheet. 1. Detail 19/A-12 -The dimension string at the top of the detail has been revised. 1. Hardware Group 9 has been revised. 2. Door schedule has been revised adding doors 02.209A. 209 B. 306, 310. 1. Soffit return has been revised. 1. Soffit return has been revisedl 2. Ceiling grid in corridor had been revised. Carlsbad Spec Office Building Architectural Revisions/August 15, 1989 Page 4. A-16 A-17 1. Corridor ceiling has been added. 1, Corridor ceiling has been added. Carlsbad Spec Office Building Architectural RevisionsJAugust 25, 1989 Pa&e 5. SHEET NO. F-1 F-2 F-3 REVISION 1. Lobby floor finish has been revised. 2. Soffit downlights have been revised on the reflected ceiling plan. 1. Finish specificatiqn -Ceramic ttle CT-3, CT-4, CT-5, CT-6 have been revised. 2. Carpet CPT-1, CPT-2, CPT-3 have been revised. 3. Hollow metal door frames paint has been specified. 4. Lobby directory has been further detailed on the north lobby wall elevation. 1. No changes in this sheet. 1. petails of the directory 11/F4, 12/F4 and 13/F4 have been added. Carlsbad Spec Office Building Revisions to Mechanical Drawing/August 31, 1989 Page 6 SHEET NO. REVISION M-1 1. No changes. M.,.2 1. No changes. M-3 1. Add corridor HVAC M-4 1. Add corridor HVAC 2. Revise exhauster M-5 1. Add HP 6 & 7- system. system. to low profile. Carlsbad Spec Office Building Revisions to Electrical Drawing/August 31, 1989 Page 7 SHEET NO. REVISION E-1 1. Revised note referencing electrical service being located in basement to indicate moving it to the first floor. E-2 1. Removed electrical switch gear from basement. E-3 1. Added electrical room 4/:113 and electrician service entrance equipment. 2. Added corridor lighting. E-4 1. Added corridor lighting. E-5 1. Aq.ded corridor lighting. E-6 1. No change. --· 1 I ,-.'.10' ' 2 ... -Fi....l:z...: '·---··-··--··-. -·-... i --·-,-,._., ______ ·----~--~ I I ••·••••• ···-•• d ••.•• -• ~~., •• l .... '' -· ·-...... -. ·----·; I _________ ,. ..•..•. ,. I I I, .l I ···I - 1 I -..,. ___ ... ~---------.. --"•j 3.~t:> 4:-.... JL._'2.~'5_ .. ---~ ---~--··--·---· -----+ S')(.10 ,c<o • C -'-0•>(•1-• - -'3t>><'? -t-"3-oo .. -_ '54-b _________ =-~--~---~ ~------~---------~~-=· ~ ·-·---~---·-·--- . . ' ,,._1 •• -~ .... ------.-.................. ...........-.,,,__ __ .,. ""-"-~·-~-----·· ...... --....,.,.~----·, __ •• .__., __ ,.,. -'---.--;_,,,·• _,.._....,.._ -· ·-= -.-----~------------·' --· ,•...c...-... .-c:. ;:"--",,<>ii-_;:·..>.;,,,-.. ..-.. ,.,,.,-•. .,._.._--..~~ --=--r-~--~=_.,_-r.,;..:;....,..-•• $_...._, _,._-;r ~ ..-_,.,.,_,.,.,_ .-• ' .... ,.~. ,,. ___ .... ----~·-·--:-,;--..--,....,._-,._-~,._-___ -,,_,:""'"'~ .. ~--"" --c:,-·o;x--c,-,,.,,... --' . . SEE MORE STRUCTURAL CALCS SCANNED SEPARATLY MOORE & TABER GEOTEC.HNICAL ENGINEERS AND GEOLOGISTS 4530 EAST LA PAL.MA AVE:.NUE • ANAHEIM, CALl·FORNIA 928·07 • ADDITIONAL OFFICES SAN DIEGO BAKEA~FIELO TEL.EPHONE (714) 779-2591· FAX 1 (71'4). 779 • 8377 Opus Southwest Corporation 4742 North 24th Street Suite 270 Phoenix, Ari.zona 85016 CARLSBAD AIRPORT BUSINESS CENTER TRACT 81-46 -PHASE II LOTS 13 AND 14 CARLSBAD, CALIFORNIA August 11, 1988 Job No. 688-104 As requested we have reviewed the plans and calculations prepared by Louis Ho dated ( latest +evision) June 29, 1988 and April 6, 1988~ respectively. Based on our review, the plans and calculations followed the recOJnmendations given in our Geotechnical Investigation report dated March 23, 1Q88 (Job No. 68'8-104) . To reiterate, the footings should be · placed 9, minimum of two feet into bedrock. Footings placed within 75 f~et of the southerly property line should be placed at or below ,elevation 145 and at least 2 feet into the bedrock and this condition wiLl be verified in the field or from the grading plans when c3.vailable. The footings should be deepened one foot f o;r-every ten feet of encroachm_ent toward the southerly property line. Footi11gs could .be raised at. the same gradient as the footings proceeds northerly, .but should be ~mbedded a minimum of two feet into bedrock. Due to the geologic conditions on the site it is anticipated that all south facing and a portion of the east facing wall sl.ope will expose an adverse geologic condition. In order to eliminate the need for special wall design in these a:reas, it is recommended that a zone extending 12 feet behind the wall · be removed and replaced as compacted fill for the full length and height of any adverse zones exposed.. This condition will be determined during construction. Opus Southwest Corporation Page 2 This report has been prepared in accordance with generally accepted geotechnical practices and makes no other warranties, either express or implied, as to the professional advice or data included. If there are any questiohs please feel free to call the undersigned. M:a:::;;~ ~ga{d'R. 1 Campbell Principal Engineer Registered Civil Engineer 18723 (Expires 6-389) DRC/bh Attachments: None Distribution: ( 4) Addressee Job No. 688-104 -August 11, 1988 ..,. ,, ~ •':'"' MOORE & TA.BER GEOTECHNICAL ENGINEERS AND GEOLOGISTS 16760 WEST BERNARDO DRIVE SAN DIEGO, CALIFORNIA 92127 TELEPHONE (619) 487 • 2113 FAX: (619) 487 • 2357 ADO!TIONAL OFFICES ANAHEIM BAKERSFIELD Mr. Garry Moss Opus Southwest Corporation 4742 North 24th Street Suite 270 · Phoenix, Arizona 85016 MlTIGATION OF RESTRICTED USE AREA LOT 14, CARLSBAD TRACT 81 -46 CARLSBAD, CALIFORNIA April 21, 1989 ,Job. No. 689-208 This letter presents an addendum to our Report of Geotechnical Services dated April 19, 1~89 (Job No. 689-208) and addresses the planned office building in regard to construction within the area of restricted use. The restricted use area was ideritified due to the condition that during site grading, native alluvial was left in-place with adversely bedded sandstone below. This condition required, in 6ur opinion, a building set-back or mitigation during construction. Our Geotechnical Investigation for the subje6t building, dated March 23, 1988 (Jo.b No. 688-104_) presented recommendations concerning mitigation for Oonstruction in the restricted use of area. These recommendations were that footings placed within 75 feet of the southerly. property line be placed at or below elevation 145 and that f6otings should be deepened one foot for every 10 feet .of encroachment towards the southe_rly property. Based on these cr~teria, the construction of the planned office b~ilding within the restricted use area is acceptable from a geotechnical view point. ,· ,;!.?,.,. Moo·re & Taber · Stanley H. Madsen Registered Civil Engineer 16569 (expi~es 6/30/89) l J I. ] l l J J l J J J J j, ADDITIONAL OFFICES SAN DIEGO BAKERSFIELD ' MOORE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGISTS 4530 EAST LA PALMA AVENUE• ANAHEIM, CALIFORNIA 92807 • (714) 779-2591 GEOTECHNICAL INVESTIGATION Carlsbad Airport Business Center Tract 81-46 Phase II Lots 13 and 14 CLIENT Opus southwest Corporation 4742 North 24th Street Suite 270 Phoenix, Arizona 85016 March 23, 1988 Job No. 688-104 _J l __J -_] l '_j -: J • -r MOORE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGISTS Table of Contents GEOTECHNICAL INVESTIGATION INTRODUCTION . . . . . . . . . . . . . . Proposed Construction ..... Scope of Study. . . . . . . .. FIELD AND LABORA';J:ORY INVESTIGATION .. . Soil Testing ........... . SITE CONDITIONS • . • • . ..... . Surface Conditions .... . Earth Materials . • . . ... . CONCLUSIONS AND RECOMMENDATIONS .. . General . . . . . ., ., . . . . . . . Footings . . . . . . . . . . . . . . Resistance to Lateral Loads Installation ...... . Retaining Structures. . . . .. Static Lateral Forces. Dynamic Lateral Loads. . . . . . . . . Drainag.e . . . . . . . . . . . . . . . Backfill . . . . . . . . . . .. . Adverse Geologic Conditions ... . Concrete Slabs. . . . • . • ......... . Corrosion . . . . . . . . . . . . . . . Concrete Corrosion ........... . Metallic Corrosion . . . . . . . • . . Flexible Pavement Design . . . . . . . • . • . . Erosion . . . . . . . . . . . . . . . . . . . . Drainage Control • . . . . . . . . . . ..... GENERAL GRAPING REQUIREMENTS • • . • . . . . • • Pre-Construction ...•.............. Grading Recommendations . . . . . . . ..... GEOTECHNICAL REVIEW. . . . . . . . . . . . ..•.. Plans and Specifications. . . . . ..... Construction Review . . . . ....•... GENERAL CONDITIONS • . . • . . . . • • . . . • . ATTACHMENTS Page 2 2 2 2 3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 7 7 7 7 8 8 9 9 9- 9 10 10 11 11 Location of Borings P.lan ...... . Test Boring Logs. . .. Laboratory Testing .......... . Soil Test Results .•.....•. Consolidation Test -Pressure Curves A--1 A-2 -A-5 B-1 B-2 -B-3 B-4 Job No. 688-104 -March 28, 1988 -i- I -·_\ .J l ] I "] J J MOORE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGiSTS GEOTECHNICAL INVESTIGATION INTRODUCTION This report presents the results and recommendations of a geotechnical investigation for the propos.ed second phase office building to -be constructed on Tract 81-46, Lots 13 and 14 in Carlsbad, Califo;rnia. The purpose of the _study was to determine the general soil conditions at the site and provide geotechnical recommendations for finished site grading and development. Proposed Construction It is our understanding that the proposed improvements will consist of a single three-story steel framed structure with underground parking and a footprint area of approximately 14,500 square feet. Though not def ineci at present, we assume the structure will have maximum wall and column loads of approximately 7 kips per l.ineal foot and 350 kips, respectively. S-cope of study Our geotechnical investigation included subsurface explora- tion, soil sampling, laboratory testing, engineering analyses, and- preparation of this report. FIELD AND LABORATORY INVESTIGATION The field investigation was completed in March, 1988 and consisted of site· reconnaissance and excavation of exploratory borings. The field subsurface exploration consisted of drilling four (4), 24-inch diameter bucket auger borings to depths ranging from 2.5 to 41 feet at tbe locations shown on the attached plan (page A- l). Details pertaining to the drilling operations are presented on the Test Boring Logs in Appendix A, pages A-2 through A-5. Job No. 688-104 -March 23, 1988 -2- . J .J I · l l .l MO-ORE & TA'BER GEOTECHNICAL ENGINEERS AND GEOLOGISTS Both bulk and relatively undisturbed samples of representa- tive · soil types were obtained from the borings for laboratory testing and examination. The in-place samples were obtained by driving a 2. 5-inch I. D. ring sampler with a 140-:-pound weight dropping about 30 inches. standard penetration tests were conducted using a standard penetration sampler driven with a 140- pound hammer dropping 3 0 inches in conformance with ASTM Test Designation D1586. The drilling and sampling operations were performed under the direct supervision of an engineering geologist, who also logged the borings and prepared the samples for subsequent examination and laboratory testing and reference. Boring elevations were based on gra·ding plans prepared by Rick Engineering Company, for the Carlsbad Airport Business Center (dated November 19, 1985) . Soil Testing Earth materials were visually classified in the field accord- ing to the Unified Soil Classification System and common geologic nomenclature. A description of the Unified· Soil Classification system is presented at the front of Appendix A. Laboratory tests were performed to provide a basis for design recommendations. Representative samples retrieved from the borings were tested to evaluate moisture content, dry density, consolidation, expansion characteristics, shear strength, soluble sulphate concentration, and corrosivity. Tests results and descriptions of the laboratqry testing procedures are presented in Appendix B. The results of the moisture-density tests are shown on the Test Boring Logs. SITE CONDITIONS Surface Conditions The project site has been graded essential.ly flat with a slight drainage to the northea$t. The majority of the project s.ite cons.i$ts of cut pad with a south· facing 3: J,. slope which constructed along the south end of the lot and a 3:1 natural slope descending to a natural drainage course to the west. Job No. 688-104 -March 23, 1988 -3- I l -~l . 'l ... . I ] ,:j .!.~' ] 'I -1· .,: ] ii J j -1· ·-· J J: -MOORE & TABER GEOTECHNICAL ENGIN"EERS AND GEOLOGISTS A portion of the 3:1 south facing slope was constructed as an .earthfill buttress. The east-west limits of the buttress are from the southeast corner of Lot 13 to 140 feet east of the southwest corn~r of Lot 14. At the southwest corner of Lot 14, native alluvium was left in-place with adversely bedded sandstone bedrock below. This combination of conditions will require a building setback or mitigation during construction as discussed later in this report. The west facing natural slope west of Lot 14 remains relatively unchanged from its original condition. Over the majority of the pad, fill depth varies between six (6) to twelve (12) inches as the result of finish pad grading . . Earth Materials The earth materials encountered within the depth of exploration consisted of compacted fill along the south side, alluvium and slopewash west of the lot, and bedrock throughout the remaining area. The fill materials consists of sandy silt or silty sand. Bedrock consists of a silty sandstone with minor amounts of clayey siltstone. Groundwater was not encountered at any of the borings. A more detailed description of the earth materials encountered is given on the Test Boring Logs in Appendix A. CONCLUSIONS AND RECOMMENDATIONS General It should be emphasized that the following conclusions and reoommendations are based primarily on the data obtained from the field observations and borings at the locations shown on the attached plan. It is our understanding that the first floor finish elevation is 159. o and the conclusions that follow are based on this elevation. In order to reduce the potential for excessive differential settlement of the foundation located in the transition area between cut and fill, it is recommended that the foundation be supported entirely on }Jedrock. Also, because of the geologic conditions along the southerly side of the proposed building, the foundations should be below a specific elevation given later in this report. Job No. 688-104 -March 23, 1988 -4- .. 1 __ j ·. l J MOORE & TAB~R GEOTECHNICAL ENGINEERS AND GEOLOGISTS Footings Conventional, spread footing foundations are considered feas~ble at this site provided the are all at or below the basement grade. Footings should be placed a minimum of two feet into bedrock. Footings placed within 75 feet of the southerly property line should be placed ·at or below elevation 145 and at least two feet into the bedrock. The footings should be deepened one foot for every ten feet of encroachment toward the southerly property line. Footings could be raised at the same gradient as the footings proceeds northerly, but should be imbedded a minimum of two feet into bedrock. This will result in the footing depths being at about the designed elevation where there is a basement. Providing the above recommendations are followed, footings placed on undisturbed bedrock may be designed for a maximum allowable static bearing pressure of 6500 psf. Footings not placed in bedrock may be designed for an allowable bearing pressure of 2000 psf provided the footings are outside the restricteq area. These bearing values may be increased 50 percent for transient loading con¢titions, such as static plus seismic or wind loading. No appreciable settlement is anticipated for footings in undisturhed bedrock. Resistance to Lateral Loads -Lateral loads may be resisted by sliding resistance acting between the supporting bedrock and the bottom of footings and/or slabs. A portion of the passive ea;rth pressure acting on the sides of footings may also be utilized. It is emphasized that for the following recommenda- tions, footings or slabs must be ih direct contact with the undisturbed bedrock. ';I.'he allowable static horizontal load resistance for footings may be taken as 200 psf plus O. 45 times the applied vertical pressure or load. The allowable horizontal passive earth pressure against undisturbed bedrock is, 640 psf plus 275 psf per foot of depth of embedment below the lowest adjacent ground or slab surface. If the footing base-sliding and passive side resistance are combined, the pa$sive lateral resistance should be reduced 50 percent. For purpose of design, the allowable static lateral load resistance may be increased 50 percent for short-term loading including static plus seismic or wind. Installation -The proper installation of footing foundations will be very important. It sh,ould be emphasized footing founda- tion excavations proceed in a careful and systematic manner so that disturbance of the bearing materials is kept to a minimum. Job No. 688-104 -March 23, 1988 -5- l ] :_J I l ] ] ·I l .. J ·J J ] ] MOORE & TABER Retaining Structures GEOTECHNICAL ENGINEERS AND GEOLOGISTS static Lateral Forces -Providing the backfill recommenda- tion$ are foil owed, walls below grade may be designed for ap- p1-icable lateral earth pressure shown below. It should be noted that design values are given for both active and at-rest pressures and assume complete drainage allowing no hydrostatic pore pressure build-up behind the wall. TABLE 1: · LATERAL EARTH PRESSURE AGAINST RETAINING STRUCTURES (Granular Backfill) Design Condition Condition Active At-Rest (psf/foot of depth) Level Backf.ill 31 52 Determination of which condition, active or at-rest, is appropriate for design will depend on the flexibility of the wall. Cantilevered walls which are free to rotate at least 0.001 radian may be assumed flexible and designed for the active condition. Walls that are not capable of this movement should be assumed rigid and des.igned for the at-rest condition. The effect of any surcharg.e (dead or live load), located within a 1:1 plane drawn upward from the base of the wall spould be added to the indicated earth pressures! The resultant applied lateral force on flexible walls with adequate drainage and footing projections extending at . l.east 12 inches behind the wall tnay be directed downward at an angle ot 30 degrees from the horizontal. An angle of 15 degrees is recommended for those system without foundation projections. Dynamic Lateral Loads -In addition to the static lateral loads, retaining walls should be designed to resist dynamic loads resulting from static shaking. The resultant of the dynamic load for a level backfill condition (PE) may be taken as follows. TABLE 2: DYNAMIC LOADS ON RETAIN.ING WALLS Seismic Condition 100 Year Probable Maximum Credible Dynamic Load PE (lbs/ft of wall) 8H2 20H2 H = Height of wall in feet The res~ltant of the calculated dynamic load should be assumed to act at a distance of 0.6H from the bottom of the wall. Job No. 688-104 -March 23, 1988 -6- I -l ! ·1 . • J l _-J ·1 J J -MOORE & TABER GEOTECHNICAL ENGINl;:ERS-AND GEOLOGISTS Drainage -Adequate subsurface drainage behind walls is very important. Nominal drainage consisting of a gravel-protected four--inch d·iameter perforated drain placed at the base of the wall shoul'.d be provided. The pipe should be connected to a sump or othei:-non-erosive drainage device. The grade outside the wall shoulc;l be sufficient to ensure that water drains freely away from the wall. and does not pond. Walls below grade should be water- proofed or damp-proofed depending on the degree of moisture protection. Backfill -It is recommended. that non-expansive material be used for backfill behind retaining walls. The backfill material should have an Expansion ~ndex less than 20. The non-expansive backfill should be placed ih a zone defined by a 1:1 plane drawn up f~om the base of the wall . Granular backfill should be protected against infiltration of surface water. It is recommended that a 12-inch thick layer of relatively impervious material be placed as a cap over the granular backfill. Adverse Geologic Conditions It is anticipated that all south facing and a portion of the east facing wall slope will expose an adverse geologic condition. In order to eliminate the need for special wall design in these areas, it is recommended that a zone extending twelve feet behind the wall be removed and replaced as compacted fill for the f-ull length of and height of any adverse zones exposed. Concrete Slabs Concrete floor slabs should be supported on bedrock or at least 12 inches of soil having a relative compaction of at last 90· percent. The on-site soil is non-expansive, if expansive soils are not introduced during grading, no additional reinforcement beyond that required for $tructural consideration is necessary. If a clayey siltstone lense is encountered at the basement grade, it is recommended that the material be removed to a depth of two- feet and be replaced with on-s;i.te granular soil. Corrosion Concrete Corrosion Laboratory tests indicate that the existing soils contain a negligible concentration of soluble sulphate. Consequently, normal Type I or II Portland cement may be used £or concrete that comes in contact with on-site soils. Metallic Corrosion -Laboratory tests indicate that the on- site soils have a low electrical resistivity. Normally this would represent a corrosive environment for buried metal piping; however, because native soils are relatively free-draining, corrosion of buried metal piping should not be problematic. If there is concern, a specialist in this field should be consulted. Job No. 688-104 -March 23, 1988 -7- 1 l ] l l ] _] J J .. _ ,:..._,' 1( MOORE & TABER GEOTECHNICAL ENGINEE_RS AND GEOLOGTSTS Flexibl.e Pavement Design 1Pavement sections have been determined by the Caltrans method of flexihle pavement design using a 20-year design life. Traffic indices o-f 4. O, 5. O and 6. O have been utilized for areas subject to (1) -automobile traffic only, (2) light truck traffic, and (3) moderate truck traffic, respectively. A subgrade Resistance-value of 50 was determined from a representative sample obtained on- site during the previous -investigation and is still considered applicable. The calculated pavement sections for the referenced condition are presented below: Automobile Traffic Only (T.I. = 4.0, R = 50) Alternate 1 ·-0.201 AC / 0.35' Class 2 AB Alternate 2 -0.35' AC Full Depth Section Light Truck Traffic Alternate 1 -0.20 1 AC/ 0.35' Class 2 AB Alternate 2 -0.35" AC Full Depth Section Moderate Truck Traffic Alternate 1 -0.25' AC/ 0.35' Class 2 AB Alternate 2 -0.45' AC Full Depth Section Asphalt concrete (AC) and Class 2 aggregate base (AB) should conform to the latest revision of the Caltrans Standard Specifica- tions. Placement should be in accordance with the City of -Carlsbad requirements. Prior to plaeing the pavement section, the subgrade soil should have a minimum relative compaction of 90 percent. The moisture content should be at about optimum. Erosion Due to the non-cohesive nature of most of the on-site soils, wind. and water erosion of the finished pads and slopes could result in a nuisance to adjacent roaqways and improvements as well as-an unsightly appearance to the finished project. In order to minimize erosion of the site, it is suggested that planting be considered at the completion of grading for those areas where construction is not i~ediately anticipated. Job No. 688-104 -March 23, 1988 -8- .I _J f ..J J Moo-RE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGISTS Drainage Control Positive drainage of surfa.ce water away from the structure and wall backfill areas and to the surface parking and drive areas is very important. No water should be allowed to pond at any location. Where slabs or pavement are not feasible adjacent to the buildings, the ground surface should be provided with a minimum gradient of three percent to a distance of five feet away from the structure. Water should be transported off the site in approved drainage devices or unobstructed swales with a gradient of at least one percent. GENERAt G:RADING REQUIREMENTS Pre-Construction A pre-construction conference should be specified to include the consultants, grading contractor, developer, and site engineer to discuss the various problems and emphasize the importance of proper grading sequence and control. These include -but are not limited to foundation excavation and inspection, removals, .materials used for compacted fills, and methods used to obtain the desired compaction. ·Grading Recommendations All site clean-up and grading will be subject to the approval of this office and must conform to the requirements of the City of Carlsbad and the following recommendations. These requirements should be furnished to the grading contractor, who is responsible for notifying governmental ag.encies, as required, and for notifying the soil engineer at the start of site clean-up, the initiation of grading, and any time that grading operations are resumed after an interruption. Each step of the grading should be approved in a specific area by the soil engineer and, where required, by the applicable governmental agencies before proceed- ing with subsequent work. Not all of the below grading recommen- dations may pertain to the actual project. 1. Prior to any grading, all vegetation, trash, or surface obstructions must be removed and disposed off-site. Larger plant basins must be excavated and cleaned or roots. Any existing irrigation, drainage or utility lines or other abandoned subsurface structures must be removed, destroyed or abandoned in compliance with specifications of the appropriate building official and this office. Job No. 688-104 -March 23, · 19S8 -9- 1 . l ~l ] l ] J j ] . J J J J 2. 3. 4. 5. 6. MOORE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGISTS Subsequent to clean-up operations, and prior to initial grading operations, a reasonable search is recommended for subsurface obstructions and/or possible loose fill or detrimental soil types. This search should be conducted at the discretion of, and with the advice of the soil engineer with the use of on-site equipment. The ground surface beneath all proposed fill or founda- tions must be stripped of loose or unsatisfactory soil alluvium. These soils may be used as compacted fill provided they are free of deleterious materials and are essentially non-expansive. The resulting surface must be approved by the soil engineer prior to processing the natural ground.--· · The resulting clean natural ground surface must be scarified, brought to about optimum moisture content, and compacted to a minimum of 90 percent relative compaction for a depth of 12 inches below the existing or stripped surface. Fill should consist · o.f approved non-expansive earth material free of trash or debris, roots, vegetation or other deleterious material. All fill must be spread in 6-to a-inch lifts, brought to about optimum moisture, and compacted to at least 90 percent of maximum dry density as determined by ASTM D1557. All trench backfills, except for the bedding and six inches of cover, should be compacted to 9 O percent o.f maximum density. GEOTECHNICAL REVIEW Geotechnical review is of paramount importance in engineering. practice. The poor performance of many foundations has been attributed to inadequate construction review. Plans and Specifications The soil engineer should review the project plans and specifications prior to bidding and construction. Such a review is necessary to determine whether the recommendations in the investigation report have been effectively implemented. This office is best qualified to make professional interpretations. based on the work already performed. Such a review should be reported in writing by the soil engineer. Job No. 688-104 -March 23, 1988 -10- .J -, I .. -.I l ..J I .J I ·.! ·) ~-l J MOORE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGISTS Construction Review -Observations and testing should be perf armed by the soil engineer during construction. It should be anticipated that the substrata exposed by the construction may differ from that encountered in the investigation test borings. Reasonably continuous construction review during site grading and foundation excavation allows for evaluating the actual soil conditions and recommending appropriate revisions where required during construc- tion .. Site preparation, removal of unsuitable soils, approval of imported fill materials, fili placement and other site grading operations should be observed and tested . All footing excavations should be examined prior to the installation of reinforcement or the placement of concrete to see that footings . are f ounde<;l on satisfactory bearing materials and that excavations are properly dimensioned and are free of loose c:1.nd disturbed soils. Where passive pressure is used to resist lateral loads, the sides of the footings may require special attention. GENERAL CONDITIONS This report is based on the project as described and the geotechnical data obtained. from the field tests performed at the locations indicated on the plan. The conclusions and recommenda- tions reflect a linear variation between the field tests. our firm should be notified of any pertinent change in the project or foundation plans. If foundation conditions are found to differ from thos.e described herein, it may require a reevaluation of the recommendations . our recommendations for this site are, to a high degree, dependent on proper quality control of fill placement and founda- tion installation. Consequently, our foundation recommendations are made contingent upon the opportunity for Moore & Taber to observe grading operations and foundation excavations for this phase of construction. If parties other than Moore & Taber are engaged to provide such services, they must be notified that they will be required to assume complete responsibility for the geotechnical phase of the project by concurring with the recommen- dations in this report or providing alternate recommendations. Job No. 688-104 -March 23, 1988 -11- ] j l I I .j J . 1 .. J J MOORE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGls·rs This report has not been prepared for use by parties or ·projects other than those named or described above. It may not conta.in sufficient information for other parties or other pur- pose$. It has been prepared in accordance with generally accepted geotechnical practices and makes no other warranties, either express or implied, as to the professional advice or data included in it. MOORE & TABER ~;e~ Dugald R .. campbell RCE 18723, Expires 6-30-89 Principal Engineer DRC/GLL/ta Distribution: (5) Client ( 1.) Louis Ho Job No. 688-104 -March 23-, 1988 ---=::-::::::::-~ ~~ by Gary L. Lass -°12- l I . ~] __j ] ] J l J I ] j J J UNI Fl ED SOIL CLASSIFICATION Pt OH ICH IMH OL ICL IML SC ISM ~ SP I SW GC I GM GP IGW Sands with fines Cleon sands Grove Is with fines Cleon grovels Highly . Silts and cloys Silts and cloys >12%flnes <5%fines >12%fines <5%flnes organic i,Liquld limit greofer than 50 Liquid· limit less than 50 Sand's-more than 500/oofcoorse Grovels-more than 500/oofcoarst soils fraction Is smaller than N2 4 sieve . fraction is larger than ~24 sieve. eo Gl !:!u .,.. >-r --u ~ Cl)• er- .J IL 10 .. Fine grained soiis (More than 50% is smaller than N2 zoo sieve) _ Coarse groined soils ( More than 50 % is forger than N2 200 sieve) / - CH / / • ,, v --~ OH and MH V ICL / ,, LABORATORY CLASSIFICATION CRITERIA 0 . (D )2 GW.ond SW-Cu= .:::m..greater than 4 for GW a 6 for SW; Cc= 30 between 18 3. D10 D10 X Dso GP and SP-Clean grovel or sand not meeting requirements for GW and SW. GM-and SM-Atterberg limits below "A" line or P. I. less than 4. GC and SC -Atterberg limits above "A" line with P. I. greater than 7. Fines (silt or cloy) Fine so_nd Medium Coorsa Fine Coarse Cobbles Boulders · sand sand grovel grovel ,, . ·:-~MLaOL 0 • I Sieve sizes t<) 0 10 20 30 "° tD 60 70 _, 90 IOO Classification of earth materials shown on this sheet is based on field inspection and 11"1469 LIQUID LIMIT should ·not 'be construed to imply laboratory analysis unless so stated. MATERIAL SYMBO·LS ~Gravel msilt ~Clay ~Sandy clay or ~-clayey sand ~ Sandy silt or ~-silty sand ~ Silty clay or ~ clayey silt fw.lPeator ~ organic matter .Fill material ~Shale (iB·sandstone mumestone nmffl Metamorphic llllllll rock ligneous rock LEGEND OF BORING Unconformable material change Bottom of. . borin CONSISTENCY CLASSIFICATION FOR SOI.LS According to the Standard Penetration Test Nt of blows Granular Cohesive 0-5 Very loose Very soft 6-10 Loose Soft 11-20 Semiqompact Stiff 21-35 Compact Very stiff 36-70 Dense Hard >70 Very dense Very hard LEGEND OF PENETRATION TEST 15 24 '30 '35 II -27 38 48 0 Graphic representation of driving rate. Legend l .. .I I j ] J I :: j ·l I ] J l ·'] f J J f I I I I ...3-sro;ey t::JrflCE b~. .. (UNPeie. t'OIYS$&7i'PAi) ;W'l&r rLPP,e 6L. /5~.C> .. -- MOORE 8 TABER -En in.,rs and G,oto ists DATE .3-'2~-88 BYE&.£? JOBNl6f:6-/tJ,# ~-/ l _.\ l ] ] J I 1-'1 . J 1 J J TYPE ~e ~~l fNw 3) 17JG~ ~i:[E~ -l~e· ~~~f: ~'f e 40S€ 4-~ 3: O· Ill 111- . )IC ,A. ~b D:• 0 ·1-: t; j2 1110 D:U MOORE & TABER CONSULTING ENGINEERS AND GEOLOGISTS 24" 0 BUcket Auger 101 112 113 111 5.2 4 2,5. 1 32 1.4 2 Bag. 3 5.8 11 2.5 4 _ Bag 5 42 1.4 6 7.8 10 2.5 7 24 1.4 8 7.6 8 2.5· 9 40 l:.4 10 TEST BORING LOG ELEVATION 162.0 -jBORING-1 ..... ~-· SC· AILUVIUM~ Dark yellow-brown fine to ,A°( medium CLAYEY SAl'ID with voids anq roots ..... ? SJY Yellow-brown fine to medium SILTY SAND, .._ .,.:·, with voids and roots 5---~,". 10~ 15- 20~ ... ~K ... .,._ ·.,, ·.·· . ..... :N =~ ...... .... ~ . • 1, ,_ ·I,: L,o • ~ t• ..... .... ,r, ,I.,. .... , .. ~. '.~ . . . color change gray-brown with voids BEDROCK: Gray-white fine to medium SILTY SANDSTONE 1/8" thick CLAYEY SILTSTONE bed oxidatin staining below 19' 25 -~~ • ... ,.. •·. ~ ·.:1, . .,_ '1,1. ' ..... ~~ . 30. ~ J~: ... scattered roots .. ~ .. .... I,. 35· -.. 40- -. I, :, . i:-.. ,, . .... . ~ ,,; .! ' ..., • I, 1.,1·; ~ If ' --~'lil-ll---+-----o11-----------~l,.-----1· ..... -- --... ... ... NOTES: r r . 1. End of boring 41.5c. 2 . No caving. 3. No groundwater encountered • . 41 Backtilled 3-4-88 . -... z .-... . :z: Ill I-Ill A. ... ·111 0 .... .... .... -. .J ,g . THIS BORING LOG SUMMARY APPLIES ONLY AT THE TIME <.-1 11>.,, AND LOCATION INDiCATED. SUBSURFACE CONDITIONS cg ,:i: MAY DIFFER AT OTHER LOCATIONS AND TIMES. ~ 2: !!!-1 ...... ___________________ .... <>-k.u l 2 11) ~ LOGGED BY TMP DATE 3-4-88 Job No. 688-104 -March 23, 1988 A-2 --I .I ..1 I J j _j _J r- TYPE 1w_ ~~w 14-flN O'b~. _ %r{ .. /05~ MOORE & TABER CONSULTING ENGINEERS AND GEOLOGISTS TEST BORING LOG 24" 0 Bucket Auger ELEVATION 162 .0 !BORING 2 114 112 . 117 117 >--tt (/) . zij 111, 0 (/) >-ID IC ..J o- 19 1.-4 1 5 . 8 .3 · 8 2 .5 2 10 Bag 3 15 -38 1.4 4 18.2 12 2.5 5 20· Bag 6 9.1 20 2.5 30 _ 8 _~~!SM FIIJ.,:. Llght gray-brown fine to medium _ 1 :·~ " SILTY SAND ~ .1, BEDROCK: Light gray-brown fine to medium r,;; ~ • :11< SILTY SANDSTONE --... f\. ~ ·,I~ . ' . ·,,: .... ~--·:~ ... ~ . . . , -.. • .. ---~ . .. oxidation zone 1.5' thick Highly fractured mottled gray SANDY SILTSTONE with oxidation staining Gray-white SILTY SANDSTONE with oxidation staining ~ -~I." ~~~~:.,_-" Gray SANDY SILTSTONE with oxidation ~·: .\ staininq ..... : 1' Gray-white SILTY SANDSTONE with oxidatio h ....... L,[; 1, !=;t-;:iinina .... I, ~1• Slightly sheared greenish-blue CLAYEY ~ I• ~ 1,1, SILTSTONE with oxidation staining I/· --' .. -•, -~ . . . ~ -· .. ., -·· -.-,, -~ .. ~ .. ::---.. -... . . . :- Gray-white fine to medium SILTY SANDSTONE . . . concretion 1011.4 9 · 35 • -~ ·, -: . 8.2 30 2.5 10 ..... , .. I ' ...... ~.:; ! ! . ' 40 .... l z . -... :c Ill .... kl CL I,.. Ill 0 --- . -- -- - .I r 1. End of boring 41'. 2. No groundwater encountered. 3 • No caving. 4. Backfilled 3-4--88. ' ..J 5 . THIS BORING LOG SUMMARY APPLIES ONLY AT THE TIME <..J Ill(/) AND LOCATION INDICATED. SUBSURFACE CONDITIONS ii:O oCI> . fl;~~ MAY DIFFER AT OTHER LOCATIONS AND TIMES. ,¢>-"-c I :a Cl) ~ LOGGED BY TMP -DATE 3-4-88 -= Job No. 688-104 -March 23, 1988 A-3 J I . l 1 l I .. ] j J J J MOORE & TABER CONSULTING ENGINEERS AND GEOLOGISTS TEST BORING LOG TYPE 24" 0 Hollow Stern Auger ELEVATION 161:-0 . !BORING 3 .. .. . 106 .10-3 104 Bag 1 :.;, -~~ ·sM AI.J,UVIUM: Gray-brown fine to medium 16. 1. 4 2 4.3 4 2.5 3 -i/ SILTY SAND with roots and voids -..... ..... :_-.; .. ,. .. 5 --...... --' .i:i -,'.:;... -··-~ ~.,,. 10 _ = :/; ; ;'; -~~:: -~. ..... " : 2t. 1.4 4 15 - ~ =·· -:', -• rJ. -. ; WEATHERED BEDROCK?: Massive light gray- yellow white fine to medium SILTY SAND- STONE 6.2 8 2.5 31 1.4 6.4-1.2 2.5 .., l- a: 0 :) 0 I--... .., i ' 0 2 ~ _CD - 20 . -, . 5 ...... 1, .. ..... . -': .. ~ ..... . 6 25 · -•;; :-~ ;_ ,: . -.. • .. =?. . BEDROCK: Gradation change to massive gray-yellow white fine to medium SILTY SANDSTONE 7·30· .... ~ J J llt-...,-f"l-•Ul,l----l~---'IVr-------4.,-----1 z -.... :z:.., I-Ill 4. ... Ill Q. ------.,... ..... -- : NOI'ES: 1 . End of boring 31 ' . 2. No groundwater encountered. 3 • No caving • 4. Backfilled 3-4-88 . ;_. ---- ------- .J 5 . THIS BORING LOG SUMMARY APPLIES ONLY AT THE TIME ~~ 11>:-AND LOCATION INDICATED. SUBSURFACE CONDITIONS :;; ~j MAY DIFFER AT OTHER LOCATIONS AND TIMES . ~~ ~u LOGGED BY TMP l DATE 3-4-88 Job No. 688-104 -March 23, 1988 A-4 .. : i 1 ·1 ·1. . l ] j J J J MOORE & TABER CONSULTING ENGINEERS AND GEOLOGISTS TYPE 24" 0 Bucket AligE:?r tBvJ Z9Slfl 4'iw 10i"' l&J X IL a: ·a ~ 112 116 111 109 . 119 :z: >-~ ..,.2 tt ., . >I-~~ 'i=~ . <( IL . C o, -.J2 >-ID 1&10 IC .J «·o c- 15.7 10 2.~ 1 7.0 !1.Q 2.5 2 10. 9 · 7 2.5 3 . 16. 7 9 2.5 4 5.9 8 2.5 5 I-... l&J 0 N ~ OI a: 0 -"' z ::> IL "'l&J .. ~ ...... l&J ::c l&J .J () .J "' ., IL z IL 0 ~ :E -~ :E <( -ID "' "' TEST BORING LOG ELEVATION -160.0 lso_RING 4 ,( . t--.:: I-: : • ~ /: ~ , . BEDROCK: Light gray-white fine to medium SILTY SAl'\JDSTONE wit.~ oxidation staining 5 -IU--l+',1.:1--4---------------------t ' ... , -., -~~ --,~ . , ' -' Greenish-blue CIAYEY SILTSTONE with scattered roots 10 -+W-....................... _____________________ 1, -··· Gray-whit~ fine to medium SILTY SANDS-TONE --· '.Y ..... ~' 15 --.. .... . ·1; ·~ ,. ...... ,I' .. .... . •. 20 · oxidation staining below 17' color change to greenish-gray 25 z -.. ::c ... 1-1&1 IL IL l&J C Gray-white fine to medium SAl'\JDSTONE ~ ',•·. .... : ... ' I -V '{ -NOIES: ,... --1. End of boring 26' . -2. No groundwater encountered. -. • 3. No caving. : 4. Backfilled 3-4-88. -< i -------- ---- -- :... ----- - .J. g . THIS BORING LOG SUMMARY APPLIES ONLY AT THE TIME- <.., (/)Cl) AND LOCATION INDICATED. SUBSURFACE CONDITIONS ii:O 0 m 11.1~ ~~ MAY DIFFER AT OTHER LOCATIONS AND TIMES. ~~ ~u~---------..,,.,-------------1 2 ~ LOGGED BY 'IMP DATE 3-4-88 - -Job No. 688-104 -March 23, 1988 A-5 I -j l l l _j .I j J J -M-OORE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGISTS LABORATORY TESTING The laboratory testing was designed to fit the specific needs of this project and was limited to· testing on-site materials. A brief description of each type of test is presented below. Specific results are given on pages B-2 through B-4. Ih addition to the in-situ field tests, strength characteris- tics of the subsurface $Oils were determined in the laboratory by direct shear tests performed on one (1) undisturbed sample, and two (2) remolded samples. Samples were submerged and tested under three dif.ferent normal loads in a 2. 5-inch I. D. circular shear box, using a controlled displacement rate of 0.04-inch per minute in general accordance with ASTM D3080 .. Settlement characteristics .of one (1) soil sample was evaluated by means of la];)oratory consolidation tests. The sample was tested in a floating ring consolidometer using a dead weight lever system for load application in general accordance with ASTM D2435. Expansion tests were performed on two ( 2) soil samples in general accordance with the standard procedure for the ExpansioR Index Test (UBC standard 2 9-2) . In this testing procedure, the remolded sample is compacted with an .energy input of 11,300. ft- lbs. per cubic foot at 50 percent saturation. After remolding, the sample is confined under a pressure of 14-4 psf and allowed to soak for twenty-four hours. The resulting volume change due to increase in moisture content is recorded together with initial moisture content and dry density. The concentration of soluble sulphate was determined for one (1) soil sample in general accordance with California Test Method No. 417. A corrosivity test was performed on a typical soil sample to· determine the pH and minimum electrical resistance of the soils . . This test was conducted in general accordance with California Test Method No. 643. The remaining so.i.l samples are now stored in our laboratory for future reference and analysis if desired. Unless notified to the contrary, all samples will be disposed of 3 O days from the date of this report. Job No. 688-104 -March 23, 19&8 B-1 L......i B1 ti ~ .. O'I 0::, 0::, I ..... 0 ~ -~ Ii () ::r' IV. y) .. ..... \.0 ~ to ti) IV .. li1 ., --L_i t;.:_..,. ~ .L-.. 1----l .BORING NO. / SAMPLE NO. 1/3 1/4 .. . . Dark brown Light yellow DESCRIPTlON SILTY SAND SILTY fine SANDSTONE UNIFlED SOIL CLASSIFICATION SM Bedrock ., DIRECT SHEAR TEST ( type) Remolded Undisturbec: ' ' ., ~ . " ... . . 5.E Initial Moisture Content % 8.4 8.4 8.4 5.8 5.·8 -. . . Test Moisture Content % satt rated undi sturbE d .. ---~-- Normal Stress (1 bS ./SQ. ft.] ·990 1980 2970 990 1980 297( ., . . .. Peak Shear Stress (lbs.Isa.ft.' 6.20 1270, 2000 1080 2220 284( . , .. Ultimate Shear .Stress (lbs.Isa.ft.; 545 1250 .1970 . 700 1230 214( . ' Angle of In tern al Fri ct ion { dearees] 32 . peak 34 ul t.34 ~ ~ ~ ' --.... --' .. . . ~ --... . ' ,Cohesion (lbs.Isa.ft.] 0 800 0 EXPANSION TEST . Initial Ory Density (lbs./cu.ft.)' lni tial Moisture % .. ., Final Moisture % Pressure (lbs. /so. ft. 1 Expansion Index I Swell % I I .. .., CORROSIVITY TEST . . ' Res i st i Vi ty (ohm-cm) pH CHEMICAL TEST .. , Soluble Sulphate % '.,. --... ~ ._;_J 2/3 Gray white SILTY SANOS TON~ Bedroc;:k .. Remolded 13.5 13.5 t 3 . : remc lded. ... ... 990 1980 2970 760 1300 1975 620 1230 1820 . ,_ ' . 31peak 3lult .. . .. 150 0 index 104 .-4 .. 11.5 40.5 . 144 12 I 1.2 500 6.8 0. 0113 ~ 2/6 Tan CLAYEY SILT~TONE ~\t'i.,. Bedrock index 104.9 11.0 22.9 144 97 I 9. 1 I ' I I J: :,. ]I. -~ l: 0 0: ::0 111 P1 (/) -i 0 )> r CD 111 ~ lJ (/) -I . . o 0 ;u ~ rrtc (/) ~ cz r-Q -I ~ CJ) ~ z l'I l'I :0 (/) > z 0 G> I l'1 0 5 G> <ii -i <n j__. c...i 0 tr. z 0 . "' co co I H 0 .i:,. I :s: pi· Ii () ::;r N w ... H \.0 C6 co . . li1 tp I <.,,> L..... -.___ ,..,. __ L_ ...__. BORING NO./ SAMPLE NO. 3 /1 DESCRIPTION Gray-brown fine to meq.ium SILTY SANO UNl FIED SOIL CLASSIFICATION SM (type)· .. , ' DIRECT SHEAR TEST . " -, . '" ·Initial Moisture Content % ' ' < Test Moisture Content % ... Normill Stress (lbs./sa.ft.1 ' Peak Shear Stress (lbs./sa .. ft. Ultimate Shear Stress {lbs.Isa.ft.' > Angle of Internal Friction (deqrees: ' . . CohesJo.n (lbs./sa.ft.: -, ' ~ "• -- EXPANSION TEST Index .. Initial Drv Densitv (lbs./cu.ft.) 109.3 ' ' . Initial Moisture % 9.7 Final Moisture % 18.7 Pressure (lbs.Isa.ft.) 144 I I '' Expansion Index Swel 1 % 17 1.7 CORROSIVITY TEST Resistivity (ohm-cm) 1610 pH 8.0 CHEMICAL TEST Soluble Sulphate % 0.0110 . ' .. 4/3 Gray-white fine to medium . SILTY SAl.'\JDSTONl BEDROCI< .. Undisturbed ' ' ' ' 10.9 10.9 10.9 Sa urate d 990 1980 2970 .. ,. 1615 2260 3280 . " 710 1175 2015 · 40peak 34ul t · .,, ' 800 0 I '' ~ ~\r'"' --,~ -' . '. ' '. I I I .. I --- I -.. , ' J: :i, f l'. 0 0 :u f11 ~ ~ -f o> r=m f11 -I :0 rt1 (/) -i-fo ' 0 ::0 ; fT1 C (/) j cz r (j) -I ~ (/) ~ z l'I l'I ~ ), z C (j) ~ r 0 Cl iii -I /JI J I ] .·J . J I 1 M O O R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS CONSOLIDATION TEST -PRESSURE CURVES Bor./Somple Ni --I Elev. 3/3 151 Date 3-16-88 .. A OVERBURDEN PRESSURE 1.00 • INITIAL MOISTURE ~ • NATURAL MOISTURE .99 -,-~ ..... 0 SAMPLE SUBMERGED· I .. --, ),,... -II) .98 a,· i--.· .s::: ~"-(J .............. C ·-.97 -............ r-.96. \~ :c " (!) w · 1r-, I, :c ;95 w ..J .94 a. ::E <(. .93 Cl) .92 ' .91 ·- CONSOLIDATION TEST -PRESSURE CURVES Bor./Somple Ni I Elev: -Depth Dote A OVERBURDEN PRESSURE 1.00 • INITIAL MOISTURE • NATURAL MOISTURE .99 O SAMPLE SUBMERGED .98 --· II) Q), .97 .c. (J C ·--.96 r-:::t: .95 C) -w r .94 w ..J .93 a. ::E : <( (/) .92 .91 .90 .89 --- 0.12!5 0,2!5 O.!S I 2 4 8 16 PRESSURE ( tons I sq. ft.) - Job No. 688-104 -March 23, 1988 " @ San Diego Gas & Electric February 10, 1988 NORTH COAST DISTRICT OFFICE FILE NO. PLA 520 MOPAC 56353 CERT. P 254 611 090 Garrett Moss Opus Southwest 4742 North 24th Street Phoenix, AZ 95016 Dear Garrett: Project: Locatio1 Opu,,s Southwest Building 2, Carlsbad Your requested serving voltage of 4 win,, 3 phase, 120/208 volts, has been approved based on the following electric load information whi.ch you supplied: Lights/Air Conditioning/Miscellaneous 30 hp Elevator Mechanical Eqµipment The information contained in this analysis is subject to change if the electric load varies from that submitted to us for study, or if the proposed load is installed more than six mc;mths from this date. If either of these situations should occur, please send me updated load information for reanalysis. It is imperative that SDG&E be notified of any load additions, deletions, or construction phasing changes. Neglecting to inform our Company at an early date could result in serious delays in construction, expensive revisions, and engineering fees for redesign of our specifications .. The service conduit configuration and requirements are based on the bus ampacity of the service equipment to be install~d. You have indicated that a 2500 ampe-re service section is to be instatled which will require seven 5-inch conduits from the service pull section to the padmount transformer. These requirements can be found on page 355 .of our Service Guide. ANY CHANGE IN THE NUMBER OR SIZE OF CONDUITS MUST BE APPROVED IN ADV,ANCE BY SDG&E. Please note that when 511 service conduits are to be installed., a IIlinimum of s_ix feet clear and level working space must be provided in front of the underground pull section to permit setup and operation of cable pulling equipment. Please keep in mind that 9onstru.ction start dates are contingent upon availability of materials, continuous supply of fuel oil, and obtaining authorization to construct necessary gas and electrical facilities. CANNON INDUSTRIAL PARK• 5315 AVENIDA ENCINAS• CARLSBAD CALIFORNIA 9200R. 1F;•C11 '1~A-i::nnn Gcir,rett Moss '~ -2-February 10, 1988 The trench, backfill, conduit, aJ)d substructures are furnished and installed by you. The cost for the service conductors installed by us will be. An overhead service will not be provided in areas zoned for residential or commercial use where the installation served requires a separate transformer station having a capacity, as determined by the Utility, of 75 kva or greater. We would like to utilize a portion of your trench for the installation of our gas facilities. The trench must meet the specifications as shown on page 356 through 356.4 of our Service Guide. Please consider our offer of$ (including $ tax) for that portion of the trench to be occupied by our gas facilities. Service at 3 phase, 480 volts, delta-connectea, will be 4 wire, with the corner of the delta being grounded at the transformer. The 4th wire, a grounded service conductor, will be identified by a whlte jacke\. Service at 3 phase, 277/480 volts, wye-connected, will be 4 wire, with the mid-point of the wye being grounded at the transformer. The grounded neutral service conductor will be identified. In order to comply with all applicable codes and ordinances, the power (c) pha$e must be properly identified by you. All single phase 220/230/240 volt equipment must be balanced between all 3 phases. For single and multiple-occ~pancy commercial or industrial buildings and for multi-occupancy resident.ial buildings, meter and metering equipment should be installed outdoors, mounted on or recessed in an exterior buj..ld.ing wall. If there is no suitable outside location as detennined by SOO&E, meters and metering equipment may be located inside the building in a meter room approved by SDG&E. This room shall have access from th~ outside by a door with a lock keyed to SDG&E's Corbin 27 keyway. See Service Guide requirements under "Meter Locc;1tions" on page 603, "Unacceptable .Meter Locations" on page &03.1, and Electric Meter Rooms on pages 604.2 -604.4. · If a security gate is to be installed, it must have a lock keyed to SDG&E's Corbin 27 keyway. The electric service cannot be energized and/or meters set until this requirement has been met. I am unable to approve the electric meter and service location as shown on your site plan. Please send me a copy of the plan showing the detail of your requested location. As we discussed, we will not accept a pull section in the basement. Manufacturers' drawings of the sw.itchboard, bus configuration, and metering arrangement must be submitted to SOO&E's Meters and Tests Section prior to fabrication. We will be unable to energize the underground system.without the approved drawings. To avoid objectionable lightin9 flicker to other customers on our system, the starting current on small single-phase motors for air conditioning or other use must be limited to the val~es shown as follows: • ,.. ----·--I .... -.. -;---=-... -.. • -• .. ~ i. ·, . --~ .,.,,,,,.# ... . , ... 1~Garrett ·Moss -3-February 10, 1988 ALTERNATING CURRENT -THREE PHASE MOTORS RATED SIZE .208 VOLTS .240 VOLTS 480 VOLTS 3 hp 69 amps 60 amps 30 amps 5 hp 100 amps 87 amps 43 amps 7 1/2 hp 131 amps 115 amps 58 amps 10 hp 161 amps 141 amps 71 amps 15 hp 230 amps 201 amps 100 amps 20 hp 308 amps 268 amps 134 amps 25 hp 380 amps· 335 amps 168 amps 30 hp 456 amps 402 amps 201 amps 40 hp 608 amps 536 amps 268 amps so hp 770 amps 670 amps 335 amps over so hp Th~_utility should be consulted for allowable locked rotor currents. Tne ultimate available fqult current (Isc) for this installation will not exceed 42,000 amperes at the point of connection of SDG&E 1 s service conductors to the customer's facilities. This value is stated in RMS symmetrical amperes. Pursuant to Resolution G-2716, .dated February 11, 1987, effective on and after February 11, 1987, all Contributions to the utility, including Contributions in Aid of Construction (CIAC), made pursuant to the utility's tariffs shall include a cost component to cover the utility's estimated liability for Federal Income Tax resulting therefrom. You should recognize that the installation of customer-owned electric facilities is subject to codes and regulations of the State and local inspection authorities .. Service to this project will be furnished in accordance with our Rules for the Sale of Electric Energy on file with the california Public Utilities Commission as of this date. if you would like a copy of these Rules, I would be pleased to send it to you. If I may be of further assistance or if you have any questions, please call me at the number listed below. Our hours are from 7:00 a.m. -4:00 p.m., Monday through Friday. /kk Enclosures cc: Dyna Electric Sincerely, Lois Higgins Service Planner Telephone: (619)438-6080 i ·Energy .Budgets Worksheet . ~ I . -~. ~i£6f:AO oteic& &WIA -,. Pr:o.iect I • / / -~ ·~ ~, e.. ~fjaAfr .. m.f~H tNt · . f{)JoP5Jflb "l\ Documentation Au • 1,=_-11111 I,. .._' WS-1A For Enforcement Agency Use Only Checked By Date Summary Data Second Generation Slandada Occupancy Typn . 1 concllionld Fioar Araa, • • • • • • • • • • • • • • • • • •" • • • • • • • • • , • • • • • • • • • • ~-tt2 2 To~·AllowecfEnergy U• • • • • • • .• • • • • • • • ~ • • .• ~ • • • • • , • • • • • • • • • • • • ~ kBbJ/yr ;3 Energy Budget (Line 1 / Line 2) • • • • • • • • • • , • • • , • • • • • • • • • • • • • .• • • • • • • • / o I kBtutyr-I12 Flral ~don Standards Occupancy Types . . ~ 4. Coi1dtioned Floor AiN. • • • • • • • • • • • • , • • • • • • • • • • , • • • • • • , • • • • • • • • ~ tt2 5 -'total Alowed Energy Use • • • • • • • • • • , • • • • • • • • • • • • • • • • • • • • • • • • • • • kBtu/yr 6 Energy Budget (Line· 5 /.Line,,. , . , . . . . . . . , . . . ; . , . . . . ; . . : . • . . . . . . . . . k8tu/yr-ft2 Second Generation Nonresidential Standards A B C .0 ·E F G H J .. · Condition~ Total Ughting Adjustment Adjusted Allowed Cross-Sec-Conditioned ' Energy Energy Eneey : . Occupancy De . lion( lional F,loqr' Area Budg~ ~~ lPD Pac~e A Col F -Col G · Budget bol Ix ol D · Type . Floor sc:::ember Area of SIC>fl ror e,tagory · (kBIU/ft ) (from CF-5) · LPO Reqm. x 38.0 ~ol E + Col H {kB tu/yr) .12;~1 1 or txL 111,Lnz • /F,/,.~~ 4L,.71L,O . I I) I I\ lnl 4-14-2-Q/,.(1 \ -\ .. \ \ \ ·\ \ \ \ -\ \ \ .. ·. \ I\ ., \ \ \ \ .. \ \ \ \ \ \ \ \ I\ \ \. . \ -,-'\ \ \ \ \ \ \ \ \ I \ Tota ' Total Allowed Energy i't14'2. r.::/on First Generation Nonresidential Standards A B C [) e Energy Allowecf Qccupaney Description/ Floor (~~ Ene'&,i Type FloorNi.mber "'" ColCx 0 .. Total Total• Form·Revised September 1986 Page_,t __ i • . Maodatory Measure$ Checklist -,a(A (ltSPi~ 0 Oft I a 'rojec:a n , _ e.0. Dell r - Envelope Measures -· ~(r::: P.1';? 1-l [ ) Cer1lled lnsuldon ~ per Z-5311(a) . . • • • . • ,1 ;_ · [ ) · lnsul!lton lna111lecUo fflNt lame lpf'Nd and _.. dinlilyrequnmerila oU-531 t(b) ••••••••••• __ _ [ ) Ul'N~ Nn NUAIIIDn la inl&aled. per 2-531'1(c) • • • • • • • • • • • • • • • • • • • ,,_..,..__ [·) 'Rllroltlnlulllllon~•per24313 ••••••• · --- [ J NI lnllnlipn Is rNniniied bl' ....,.,.._, of 11111d manutacu.d doors and wildowt and llla,eF ••Ing and ..,_,,rtpping • per 2-5317 • • • • • • --t--- Lighting System Measures ')GS e:ltl c r Certified~ per 2-au<b> ••••••• 0,,,/-0, ( J htependentcontol••ldoeed.,.. per2·531t(a) •• -oj,,.,,o,- [ ) Mllnual.l'MIC:Nng r,-lly ...... per2-5311(b) • , ·--.,.... .... ( J Reduction of lgh*1Q load to • !Nit one half per 2-5319(c). QccupailCy __,,. o, programmMl6e llnws meeting CEC c:rillriil ma,_...., •........... __ _ ,,, (-] S.,.,..awlldsa.gof.-r-per2-531t(d) .••• -...-- ( I ~-~otdllflla,and~lgtltlng lf!t9tllil..Swhoteillle ..... per2-5319(h) ••• , •• --- ( J -Aueamallc contal of .. llgMng'",... .. and-whaitle·....,.. pi, ~5311(h) •. • •.•••••• ·---+--- [J Daylighting and Lumen Maintenance Controls (when applicable) · · [ J · Uniformly ililftinaton ~ to anHllff / per 2·531t(e)1 .••••••• -• • • , •. · •• , ••• _ t~ II~ _( J Fllckar frN ~ and no PNffllln lemp...,,. per i-531~-~ • • • • • • • • • '!' • • • • fl • • • • ----- [ I nm. .. _toprwwe11sdl••~ per-2-531~•)3 ••••••••••••••••••• -1--- ( J Slap IWile:f,lng dNcN widl UNtlcal llil Mn , on/oft ..aingl ~ 2-5311(•)4 , .••••.•• -· ••• --- .~ MF-1 For Enforcement Agerq U11 Only o ... Ref9rence · Conatnletic Document [ ) PholOcli MnlOfS will a dlfulilg COYW and . , /, no opaque C0111W par 2-5319(•)5 • • • • • • • • • • • ~ ( J · 'Manufacllnr'a lnltruc:tloM pro¥fdad tor Installation and c:alibnltion per 2-5311(•)1 • , • • , • • • • , • • -- ( J -~ 1nstiil1a11on of conrola Inducing ...,eor location, oartllk:aon of iniilll calibration and control of h,minairas °"" within daylit .. per 2-5319(•)8 • • • • • • • • • I l J VldN or auclble m.i1unc11on a1amw per 2-5310(g) • • • Occupancy Sensing Devices (when I applicable) ( I ~frNoparationandnoprwna!Urelamp ,1 / failure par 2-5319<•>2 •. • • • • • • • • • • • • • • • 1,,4:L . ' [ J Tine delays ID pmtlftt l.lldlli'Nble c:yding _ per 2-5310(•)3 •• , ••• , •••••••••• , • $ [ ) Vld)le or IUdblt fflllfunc1lon alannl par 2-5319(g) • • • [ J Umill on emluiona peracapdonl lo 2·53Hl(a) •••• HVAC and Plumbing System Measures [ ) ~_ inlulalld uNql,lired bl' 2-5312 • • • • • • •.• ~ ( l Certitlad HVAC equipment per 2-531-'(a) , , • • • • • .IX)-? ( ) -Certllled plunbing equipment par-2-531-4(•) • • • . • • \J );_. . . ; ( J Healing and cooilng equipn*lt alllcienc::f par 2-53 U(b) • fx\ · _t::) ( J PlollNa Ignition of-gu appllancat par 2·5314(c) •••• N\ -0 ( -J Automa'-: conroll tor oft.houri par 2-5315(a) 1 • • • • • M -'? _ [ I Thermoilataetpolnt~per2-53t5(a) ••• /c,f: WlS --. l J Saquert~ ~ ot haaing anc:t coo1ng per 2.531 s<•)3 • IYl -1 -'$ t I' AullOmallc ...... ;. dampen per 2-~1 e(b> • • • • • · w-5 n Thennoaac CON'OII tor Heh mne par 2-531 S(b> • • • • If\· , -2 ( ) Vanlilation·pr'O',ided per 2·5318 and 2-53<&3 • • • • • • .!1)-\ -5 . ( J ..... .,. tor dometllc hot waw e/WJ/or pools per 2-5311 ... Page_ot_ · ~,,,--·, ,. Envelope Summary Form and Works.heat {Part 1 012l .. CF-2 Roof A Roof Type f'.~ ( - . - Total B C 0 Proposed Antal Area R-value R-value /1U,IJ i?,9 - ' Total Avtn1ge R-valu• j 2 3. 9 I Col B/Col 0 Glazing in Roof A B C D E Surface Area Type Norlh• East Soufl W•t --........ :----........_ ~ -........:..... --- .. ---..... . Exterior Wall Area <, A B C 0 E I · 131"; Surface AIM J East J Sou~ I West ]1&!5 • 2Mb WW Fann Revised September 1986 F Hortz~ . -----. Total For Enforcement Agency Use Only G Checked By C Propoaec:t R-value Average R-value _l __ _, Col 8/Col D H . Total (At) -P~ed U-value Prorcsed -----r--..... ~~ ----- . Date Page-,--:it_ ~ Enyelope Summary Form and Worksheet (Part 2 of 2) CF-2 For Enforcement Agency Use Only Oocumentation-Aulhor/Finn -Checked By Pate Opaque Exterior Walls and Doors A B C D E F G H J Surface Area Proposed Wall Requirement '. wan North Eut South West . ' Total ff•at R•Value A-Value Type (An) (Ae) (As) ' (Aw) (At) Capacity (Rt) At/ Rt (Rr) At/ Rr I,), I_ llo'lf" -, 7J76 I I I ii Z.1. .;-7_ 114 lD . IIA I'} I ?tttl \ \ I,) ·1-q7A-_24/,,r; l2/Jn 1-4'7~4-111n P> \ /J;,. I/ 9, 4S9-> \ . \ \ '' \ ; \ \ \ \ \ ' \ I\ \, \ \ \ \ \ \ \ , \ Totals _ -T41 'btr total 4n99 Total \ -Proposed Required ·. Weighted Average A-Value I 1 S. 11 l , Col F/Col I I I ColF/ColK Glazing in Walls A B C D E . F G, H J .K ', SumiaArea , Glazing Characteristics Weighted Averages Glazing ·North East $outh Weit Total TotalAraa West Area Total Area Type (An) (Ae) (As) (Aw) (At) U-Value SC x U-Value xSC xsc _ 1:>--1 · ,,,~fh ' "31;2. /51-'f ~0l>4"' {/,;,°J'l 'h '.64-I'¥, "' " I " " "' l's. " "' " ' '' . ' '' " " " '\.._ Totals -~()1 ... ~ Totals " U-Value West SC Total SC Averages l ,$~ l • '.?:>$ I ,35 i Coll/ IF ColJ/ColE ColK/ColF F.orm Revised September t 986 Page ____ of_ ,,.--·-- ''--'./ ,· '-~· ,Construction Assembly Complian_ce Form CF-3 . Proiect~~640 fJfEJ?E f!.iD/4 . For Enforcement Agency Use Only Checked By Cate General Information 1 Asaembly Type and Number • • • • • • • • •. • ! • • • • • • • • • • • • • • • • • • • • • • • • • • _(.J~" i::::;..__ 2 Fra,nitlg Type , -. • • • • • • • · • • • • • · • • • • • • • • • • • • , • ~ • • • • • • • • • • • ,-• ,, ~~- 3 Fran,ing Size • • • • • • • • • • .-• • • • • • • • • • ; • , • • • • • • • • • • _ • • • • • • • • • ~~- 4 F111111ing Spacing • • , • • • • , • • • 1 • • ._ • • ~ • • • • • , • • • • • • • • • • • • • • • • • • • inches 5 -Insulation in Cavity • • • • • • • • • • • • • • • • , · •. , • -. • , • • , • • • • • • • • • • • • • • • · • 0 F-tt2-hr/Btu 6 Effective R·valu• of Cavity/Framing • • • • • , • • • • • • • . • • ! • • • • • • • • • • • • • • • • • • J / , OC) F-tt2-hr/Btu ''----t-----H---,.--_.....---11. ~---tt---+---®· Sketch of Construction Assembly List of Construction Components A 7 B 8 To1-R-Value w/o film, ••••• , • • • , • • • • f.'5, p 9 ·Inside surface air film , , • • •• , • , • , • • • , · · . . ,{pf?. 10 Outside ~rtace air 111e • • • • • • • • • • • •. • • • ; I 1 11 Totallhennal,resi1lanel(Rt). • • • • •. • • • • • • /{,,2J 12 U-value (1 / Line 11) •• , ••••••••• , •••.. , Ou Form Revised September 1986 C Wall ,. We~t (lbJft") 9> 4.l (e - '2.6CR D s 'lie f:!t (Btu/F-lb) Tota! HC E HC ColCxColO . (BtuJF-sl} Page_o; ___ _ ,,.,-·---.. ,.. - ,Con:struction Assembly CompHance Form CF-3 . . . tJlt2.lh&Q 0:'flllf {$Lf)y For Enforcement Agency Use Only Checked By bate General Information 1 . Auembly Type and Number • • • • • • • • • • • : • • • • • , , • • • • • • • • • • • • • • • • • • W -( 3. Franing Size • • • • • • • • • • • • • -• • • • • , • , • • • • • • • • • • • • • • • • • • • • • • 4 Fran,ing Spacing • ; • • • • • • • • • • • • • • • • • • • • • , .. • • • • • • , • • • • • • • • • • inches 2 Frmnjt1g Typei • • • • • • • • • · • • • • • • • • • • • • • • • . • • -~, • • • • • • • • • • • • • • • • ~ · 5 ·lnsul~tion in Cavity , • · , , • , • , • , • • • • • • • • • • • • • • • • • • • , • , • , • • • • , • • F-ft2-hr/Btu 6 Effec:Ciw R-value of Cavity/Framing • • • • • , • • • • . • • , • • · • • • • • • • • • • , • • • • • , • • / /, t't? F-ft2-hr/Btu Sketch of Construction Assembly List of Construction Components A Description · 1. I " CcM~ I re . 2 Al I? ':2(A~:E 3 g-II f2.1tt1Q if\\~kAflQN " A1fZ -f>fA?e: s /11 t-.if. 80. L-1f'Jerz 6 r:SJe>'' t-.1P !3o. 7 B R-value , (/ _J/. /J& _ ,92 I 9(): . • t::J.., 8 Total R-VaJue.w/o films • • • • • , • • • • • ; • • . .' l 4, f 3 9 Inside surface u film", • • • • • • • • • • • • • • ", , ~f}z 10 Outside surtac:e·.u n1e . . • . • • • . • • • •. . . ·--..:a.' .._I 7.____ 11 Total lhemlal resistance (Rt) • • • • • • ·• • • · • • • --1-'2.;..:' 2=f?:;..._,,... .o&6 12 IJ-value ( 1,/ Une 11) • • • • · , ._ • • • • • • , • • • -Fonn Reviaed September 1966 C Wal We~t ,. (lbr'ft-') /!,,ff .,f \ z,, l& D s 'fie =t (BtulF-lb) Total HC E HC Col C xCol D (Btu/F-sf) Page_ot_,_, . .,• ·. ~ Constructi.on Assembly Compl~ance Form CF-3 '-,..../' 6f~~~t: :4 For Enforcement Agency UM Only Checked By · 0111 ---------------------------------Geri er al Information 1 1 .Alaefnblr Type aild *8nblr • • • • •' ·• • -• • • • • -• • •· • • • • • • • • • • • • • • • • • • • • • •--,.....,__ ·2 F111111ing Type • • • • • • • • • • • • I • • • • I • • • • • • • • • ! • • • • • • • • • • • • • • • • ......, ____ _ .3 Franing Si• • • • • • • • • • • • • • , • • ; • • • • . ,, • , , • · • ~ • • • • • • • • , • • , • • • ~~- • ' ,fl'lllfting'Spacilg • • • • • • • • • • '. • •' • • • • • j • • • 't • • •• • • • • • • • • • • • • • • • • ~~-inchet 5 lnaulalian in C.vil1 • • • • • .-• • , , • • , , • , ·• , , , , • • , , , • , , , , , • • , • • • • , • ~~-F-tt2-hr/81U I · · Ellllc:liw R-~ of Cawi&r/Framlng • • -,. , • • , • , , , • , • • • • • • • • , , ·• • • • • • • • • • , l'l:..o,·oCJ F-112-h~/Btu Sketch of Construction Assembly List of Construction Components A DIICripdon . 1 . ~1kr_; we t2.ePf · 2 rs--2.o {Z.jt.1Q l>YwiJU\VON ~ IXI~,AL ~ 8 C Wal W1igtit A-value . (I~ ,2~ · i.io ltJJJO ,96 r) e D s 'fie f:111 (BtulF-lb) E HC ColCxColO (Btu/F•sl) , .A1@-:6fA¢ . s _ 3/t'' .t:,u':?·. At-tiu~rt?: UlE 6 . ,9;;,. ..it. 1-/b . -____ /,ff__,,,._ ------ 1 ·1.5~ .. . . 23> ,-• TOIII R-VMMt Wo filmt • • , • • • • , • , • • • • . •-? Total HC 9 ,;,. • .,,_.film. , , . •. •,, , , , .. ·• . , : _.,.[g'2.. 10 0u11m autfaoe. ar 1111 • • • • \ • • • .• • • • • • •. -· -, 1 (~ ~ ,-......_; 11 Totallhl,rm•h•lilflnet(Rt) •••• , •••• , • • Z~·.9-L-. . 12 U-value (1 / Line 11), ••• , •• -~ , ", • , , , , • . .' okZ: Form Reviled Sepf9fflOlt 198& Page_ of_,_., ---~-------·---~ ,.-·-·---------------· ...• -........ , -----------------------------·------------------------------------------------ADM~2 Energy Analysis Model V4.0(F) Page 1 INPUT QATA Source Listing 71 8/1988 7:32:48 In= CALSBD2.DAT Out~ CRLSBD2.0UT Wthr= SANDIEGO.BWF ' . . -------------·-.---------·--·-----------. :-----. ------------------------- ·. System -zone matrix***** . Air system # i serves zor,e: 1 ***** B 1.ti ld in g De.script i ,:,y-, *****· Title: COMPLIANCE OFFICE BLDG CARLSBAD OFFICE BLPG _N1.J,n1bet"' c•:f zc11,-,es_ ••••••••.••••••• ~ • -• ••••• , ••••••• Building azimuth (degree from nort~) ••.•••••• Location sf building: ~atitud~ •••••.••••••••• Longitude~ ••••••••••••• Number ,:,f r,at i,:w,al h,::,l idays ir.1 a year •••••••• Number of vacati6n period~ in a y•ar ••••••••• Number of standard days iri a week •••••••••• ~. Number of operational schedule sets.~ •••••••• NuMber qf air distri~ution systems ••••••••••• Wa~l der,sity ••.•.••. · ••.•••.•••• • .•••.•• -••••.• R,:u::af density ...................... · ............. . Wall absc,rptivity ••••••••••.•••••••••••••••••• R,:,,::af a):Js,:•t"'ptivity • : ........... ·•· •••••• !I •••••••• Construction type: 1 Light a Medium 3 Heavy -~ 1 0 32.43 117. 17 8 0 5 1 1 10.50 4.60 • 70 • 50 1 ---------------------------------------------------------------------------- ADM-2 ~nergy Analysis Model V4.0<F> Page 2 .INPUT DATA Source Listing In= CRLSBD2.DAT dut~ CRLSBD2.0UT 7/8/1988 7:32:48 Wthr= SANDIEGO.BWF -------· ------~------------------------------------------------------------ ***** Zone description (part 1) -***** " flc,or area ....... . . , ... • • Roof area •••••• Ground floor ar•a •••••• Exterior opaque area Interior wall ar~a ••• . . . . . . . . . . . . • • 1!11 •• ,i •• , •• ii Rc•O'f R-va l 1 .. le • • • • • • • • • • a •.•••••••••• _ •••••••• Ground floor R-value •••••••••••••••••• 1 Ext-rior ppaque area R-value ••••••••••••••••• I nt·er i ,:ir wa 11 R-v a l ue • ~ •.••••••••• • • • • •••••• Wir1dc,w area: Nc•rth • • • • _. • ••• East ••• , •• Ill .. . . . . . . .. . . "• . ....... Wir1Qc,w u:...valtle • • • • • • • • • • • • • • • . • . . • • •.. • . Floor type: 0 Slab 1 Crawl ••••••• ~ •••••••••• Temperature of adjacent area ••• •• Adjacent zone number ••• • ••••••••••• Exterior wall area: North ••• East . .. • • . •. S,:11.;tt·h • • • • • • • • West·······~······ Exteric1r wa.l l R-value: North··~········· East Sc,uth West . . . . . . . . . . . Ceilir1g .height • • • • • • • •.• • • ••• Shading coefficient •••••••••• Number C•f occupa-r1t S • •. • • • • • • • • • • • • • .• Air infiltration rate •• Eq 1.1 i prlier1t sens i b.l e 1 c,ad •••••• Equipment latent load ••••••••• Operational schedule 5et ••••• . . " • II' •• . . . . . . 1 46960.00 17660. 0(1 17609.00 • 00 • 00 ·23. 9(> 30.00 • 00 • 00 1188.00 3132.00 1524.00 3084.(10 1. 06 () • 00 (I 2550.00 i~633. 00 2316.00 4656.00 15.74 15.74 15.74 15.74 9.00 .35 187.84 • 11 80137.24 .oo 1 ---~---------------------.------------------------------------------------------ADM-2 ~ne~gy Analysis Model V4.0(F) Page 3 INPUT DATA Source Listir-,g In= CRLSBD2~DAT 0µt= CRLSBD2.OUT 7/8/1988 7:32:48 Wthr= SANDIEG0.BWF ,. ----·---------· -------------------·---·------------~------------------------- • ***** Z c,r1e descr i pt i c,n ( part 2) ***** Lighting level: Type 1 ••••••••••••••••••••••• Type 2 •••••••••.•••••••••••••• 1·ype 3 ..•••.•.•••••••••• -. .••• T)':' pe 4 ....................... ,. Fra~tion of lighting goes to heat: Type 1 •••• Type 2 Type 3 •••• Type 4 •••• Light. reduct. frac. dlle t,:, daylightir-1g •••••• Overhang: North -Extension •••••••••••••••••• 0ver~_ang: 0verhar-,g: 0verhar,g: Sidefir1: Sidefir-.: Sidefit1: North -Height ••• ~ ••••••••••••••••• Nc,rth East East East Sc,Llth s,:,ut·h Soi.1th West West West Nc,rth Nc,rth North East East East Sc,1.1th Sc,1.,1th - Window height •••••••••••••• Extension •••••••••••••••.••• He i g ht ••• _. . • ••••..•.••.•••..•• Wir,dow height •• · •••••••••••• -Extensi,:,r, ,. • .--•.••..•••••..•• Height .•.•...••..••••• -•..•• W-i r-1d,:,w height ••••••• · ••••••• Exter-,s,i2:1r1 ••••••••••••• _ ••••• Height ..................... . --Wind,:,w hei.-~ht .•...••.•.•••. Extension ••••••••••••••••••• Width •.•.••.•.••.•..•..•••.• Window width .••••••••••••••• Exte~sion •• ~ •••••••••••••••• W;idth •••••.•• · ••••••• "' ........ . W i r,d ,:,w w i d.t'h-•••••••••••••••• Ext er-,s,i c,r, ••••••••••••••••••• Wi~t.h ••••••••••••••••••• ,. ••• South Window width···~············ Sidefin: West -Extension ••••••••••••••••••• West Width -•••••••••• r.-••••••••••• West Wir1dc,w· width •••••••••••••••• Skylight area ••••••••••• ~.L·················· Skylight R-val1.1e ••••••••••••••••••••••••••••• Skylight shad i r,g cc,eff i c i emt ••••••••••••••••• 1 79832.00 • 00 • 00 • 00 • 800 • 000 • 000 • 000 .oo • 00 • 00 • 00 • 00 • 00 .oo • 00 • 00 • 00 .oo • 00 • 00 • 00 • 00 • 00 .oo • 00 • 00 • 00 • 00 • 00 • 00 • (lO • 00 • 00 • 00 • 00 --~----------------.---:------------.---·--------------------------------- ADM-2 ~r,ergy Ar,alysis Model V4.0(F) Page 4 INPUT PATA Source Listi r,g 71 8/1988 7:32:48 Ir,= CRLSBD2.DAT Out= CRLSBD2 .• OUT Wthr= SANDIEGO.BWF -----,, -----------------------.· ---------------------------------------- ***** OpE;1rat ic,r-..U schedule set ****~ 1 1-ieat i r,g Std -40 40 L~(l L~() I+() 40 70 70 70 70 70 70 . Teri1p. Std -70 70 70 70 70 70 70 70 70 70 70 70 i=•rc,-f.i le Nc,r,Std. -40 40 40 40 40 40 40 40 40 40 40 40 Nor,Std -40 40 4C> 40 40 40 40 40 40 40 40 40 Cc,,:, l i r,g Std -85 ai::-,;.J 85 85 85 85 78 78 -78 78 78 78 Temp. Std ·-78 78·78 78 78 78 78 78 78 78 78 78 Pr,:,-fi le N,:,r,Std ..,. 85 85 85 85 85 85 85 85 85 85 85 85 NonStd -85 85 85 ·85'85 85 85 85 85 85 85 85 Occup. Std • (H) • 00 • 00 .oo • 00 • 00 • 00 • 30 Profile Std -1. 00 1. 00 1. 00. • BO • 40 .80 1. 00 1. 00 Std -1. 00 • 3() • 10 •· 10 • 10 • 05 • 05 • 05 Nor,Std -• 00 • 00 • 00 • 00 • 00 .• 00 • 00 • 00 Ni:ir.Std ·-• 00. • 00 .·00 • 00 • 00 • 00 • 00 .oo Nc,nStd -• 00 • 0.0 • 00 • 00 • 00 : . • 00 • 00 • 00 Indo,:,r Std -• 05 .05 .05 • 05 • 05 • 05 • 05 • BO Light. Std • 90 • 90 • 95 • 95 • 80 • 80 • 90 • 90 Pr,:,fi le Std • 95 • 80 • 70 • 60 • 40 • 30 • 20 .20 Nol"18td -• 05 • 05 • 0;5 • 05 .·05 • 05 • 05 • 05 N,:,nStd .05 • 05 .05 • 05 • 05 • 05 • 05 • 05 Nc,y-,Std -• 05 • 05 • 05 . o;; • 05 • 05 • 05 .05 Equip. Std • 05 • 05 • 05 • 05 • 05 • 05 • 05 • 80 Lc,ad Std • 90' • 90 • 95 • 95 • 80 • 80 • 90 • 90 Prc1fi le Std .95 • 80 • 70 • 60 • 40 • 30 • 20 • 20· :~ .. Nc•l"1Std -• 00 • 00 .oo • 00 • 00 • 00 • 00 • 00 ,. .' NCil"1Std -~. • 00 • {10 .oo • 00 • (1(1 .oo • 00· • 00 1 N,::mStd • 00 • 00 • 00 • 00 • 00 • 00 • 00 • 00 - _-+---,------------------. ---------------------------------------------------- ADM--2 E;:r1ergy Ar1alys:i,s Mc,del V4·. Cl CF) Page 5 INPUT DATA $01..1rce Listir,~ 7/ 8/1988 7:32:48 Ir1= CRLSB02.DAT 0•.lt= CRLSBD2.0UT Wthr= SANDIEGO.BWF -------·---------------------------------------------------------------------- ***** Nc,r1cc,r1d it i c,r, i r, g schedqle ***** c,:11:,ki rig Std • 00 • 00 • 00 • 00 • 00 • 00 • 00 • 00 Prc,file Std • 00 • 00 . oq • 00 • 00 • 00 • 00 .oo Std • 00 • 00 • 00 • 00 .oo • 00 • 00 • 00 Nc,t1Std '"" • 00 • 00 • 00 • (10 • 00 • 00 • 00 • 00 N,:,y,Std -• 00 • 00 • 00 • 00 • 00 • 00 • 00 • 00 Nccr.Std .... • 00 • 00 • 00 • 00 • 00 • 00 • 00 • 00 Hc,t Std • 00 • 00 • 00 • 00 • 00 • 00 • 00 . oo . Water Std • 55 • 55 • 50 • 55 • 90 • 60 • 80 • 70 Pr,::ifi le Std • 75 • 30 • 30 .50 • 05 • 00 • 00 • 00 NcmStd -• 00 • 00 • 00 • 00 • 00 • 00 · • 00 • 00 Nc,r,Std • 00· • 00 .oo .oo • 00 • 00 • 00 • 00 Nor,Std -• 00 • 00 • 0(1 • 00 • (H) • 00 • 00 • 00 Eq.uip. Std • 05 • 05 • 05 • (15 • 05 • 05 • 05 • BO Power Std • 90 • 90 • 95 gi::-• .;;i • 80 • 80 • 90 • 90 Pr,:,fi le Std -• 95 • 80 • 70 • 60 • 40 • 30 • 20 • 20 Nor,Std .... • 00 • 00 • 00 • 00 • 00 • 00 • 00 • 00 1', N,;:,r1Std -• 00 • 00 .oo • 00 .oo • 00 • 00 .oo Nc,r,Std -• 00 • 00 • 00 • 00 • 00 • 00 • 00 • 00 j),\·w\. -~f '~,$i. ,· .. Outdoc,r Std .oo • 00 • 00 • 00 .oo • 00 • 00 • 00 Light. Std .... • 00 • 00 • 00 • 00-• 00 • 00 • 00 • 00 Pr,::ifi le Stq • 00 • 00 • 00 • 00 • 00 • 00 • 00 • (I() Nc,r,Std • 00 • 00 • 00 • 00 • 00 .oo • 00 .oo Nor,Std -• 00 • 00 .• 00 • 00 • 00 • 00 • (H) • 00 Nc,r,Std ..,,. • (l(I • 00 • 00 • 00 .oo • 00 • 00 • 00 --~-----------------------· ----------------------------------------------------ADM-2 Enargy Analysis Model V4.0<F> Page 6 INPUT DATA Sc,1.trce ListiY,g In= CRLSBD2.DAT Out= CRLSBD2~0UT 7/8/1988 7:32:48 Wthr~ SANDIEGO.BWF -------~------------------------------------------------------------------- .. ~ ~ -,1' ***** Appl iar,ces descri pt ic;n *'*'*** Domestic hot water temperature •••••.•••••••.• Hot·water heater efficiency ···~····•i········ Water heater typer O Fossil 1 Electric .••••• Hot water heater capacity ••••.•••••••••••••.. ~quipment power input rating: Electric ••••••• Refrigeration: Power rating Usage fact,:,r Cooking power input ratin~: Fossil ••••••••• • j W W a • a a a a M • a a a • a • Electric ••••••••• F·CtSS i 1 ••..••.•..• Outdoor lighting level . . . . . . . . . ~ . . . . ~ . . . . . . . . -1.00 • 80 ·1 12021.80 ~ 00 • 00 • 00 • 00 .oo • 00 • 00 --.-----. ---------------------------------------------------------------- ADM-2 Er1ergy Ar1alysis M,:,del V4. 0 <F> Page 7 IN,PUT DATA Sc,urce List ir1g Ir1= CRLSBD2. DAf Out= CRLS-$D2. OUT. 7/8/1988 7:32:48 Wthr= SANDIEGO.BWF ----------------------------------------------------------------------------- ***** Air distribution system***** Air·distributjon systeM type••••••••••••••••• Supply fan power~ •••••••••••••••••••••••••••• Supply fan rate ••••••••••• ~······~··········· Return fan power ••••••••••••••••••••••••••••• S1.1pply static pressure • • ..................... . S1.1pply far1 efficiency ••.•••••.••••••••••••••••• Economizer type •••••••••••• , ••••••••••••••••• Minimum oµtside air ••••••••••• i •••••••••••••• Maxiri11..1m s1..1pply air-temperature ••••••••••••••• Minimum supply air temperature ••••••••••••••• Preheat temperature •••••••••••• ~·····~······· ·-Thermostat throttling range.~ •••••••••••••••• Heating and cooling coil~: Control ••••••••••• Night cycle fan control: 0 Off 1 On ••••••••• F ar1 CC•Y1t 1:""C•l • • • • • • • • • • • • • ·-• • 11 • • • • • • • • a • • a • !' • • • Mlr1im1.1m far1 p,:,wer ratio .•• , ••••••••• -••••••••••• Minimum CFM ratio •• i ••••••••••••••••••••••••• Reheat dalta-T ••••••• , •••••••••••••••••••.• ~. R•heat control: O Off 1 On •••••••••••••••••• 1 12 -WSHP 1. 68 14330.60 .oo • 50 • 50 0 .100 105.00 5.5. 00 • 00 6.00 1 0 0 Heating equipment operational period:. 0/ 0 - 1. 00 1. 00 .oo 0 0/ 0 -(>/ (I 4 -HWB Coc•lir1E;, equipment c,perati,:ma1 peric,d: 0/ 0 - Heating equipment type ••••••••••••••••••••••• He!'at i Yfg capacity ••••••• -. •• •-••••.• ~-•••• a ....... . Heating equipment efficiency •• ~~ •••••••••••• ; . Hot·water and steam boiler E-I-R ••••••••••••• Hect wa t et"' p UfJl p pc,w_e't"' • ~-•• -· •••••••••••••••••••• Velum~ of fluid in hydronic heat pump (gal) •• Maximum circulating.fluid temperature •••••••• Mirlimurn cjrc1..1lat·ir1g fli..tid ternpei'--at1.,1re •••••••• Cooling equipment type·~····~················ Capacity of hydronic heat puMp ••••••••••••••• Hydronic heat pump £OP iri cooling~mode ••••••• Chilled water pump power ••••••••••••••••••••• C,::11::il i rig_ t,:,wer far1 arid pr.imp p,:,wer • · •••••••••••• Far1 Std ---1 1 1 1 1 1 1 · 1 1 Profile ~ 1 1 r 1 f 1 1 1 1 Nor1Std -0 0 0 C> (I 0 (I 0 0 0 0-0 0 0 (I 0 0 0 Heat ir1g Std 1 1 1 1 1 1 1 1 1 Pr,::,fi le 1 1 1 1 1 1 1 1 1 Nc,r1Std ..,. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Cc,ol i rig Std 1 1 1 1 1 1 1 f 1 Pr,:,f i le 1 1 1 1 1 1. 1 1 1 Nor1Std -'1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1106592. • 80 • 000 .oo 336.62 95.00 65.00 8 -CTWR 835602.BQ 3.30 • 00 4.00 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ---·-------------------------------------------.. ----------------------------. ' ADM~2 Energy Analysis Model V4.O(F). :t Nf'l.JT DATA Sc,Ltrce Li st i rig IY1== CRLSBDC:. DAT Out== CRLSBD2. OUT Page 8 71 8/1988 7:32:49 Wthr== SAND-IEGO.BWF ----. --------------------------------------------.-------------------------- ------·, ------------------------------------------------------------------- Sys: 1 Heat i r,g Cc:11:,i i ng FaYi/Pump Demar1d Mor,th E;lectric Fc,ssi l Electric Fc,ssi l Electric Electric <KWH> <KBTU> <KWH) <KBTU> <KWH) (Kl,,J) ---------------------------------------.-------------------------------- JANI 859.93 26q9.29 9659.26 • 00 I 108.47 I 122.70 .FEBI 583.15 1009.10 9443.59 • 00 I 114.04 I 130.13 MARI 45·5. 21 627.31 12491. 25 • (>(I I 1-62. 2C! I 136.84 AP~1-312.37 144.95 12'+44. 56 • 00 I 163.53 I 133.98 MAYI 81.39 .oo 1481.3. 70 • 00 -I 208.51 I 146.12 JUNI 13.89 .oo 14730.03 • 00 I 205.55 I 140.86 JULI • 00 • 00 166'+8. 40 • 00 I 232.64 I 141.28 AUGI • 00 • 00 18938.;26 • 00 I 269 .• 02 I 142.24 SEPI • oo. .oo 16378.09 • 00 .J 229.43 I 144.05 OCTI 57.40 • 00 159,12. 52 • 00 I 226.88 I 138.40 NOV! 361,. <)2 • 00 11980.89 • 00 I 153.98 I 134.41 DEC'I 674.52 2434.38 9372.64 • 00 I 110.33 I 128.86 ----------------------------------------~---·----------------------------------MaMimum Sy•te~ Heating Load ( 148.34 KaTU) Tim~ of Occurrence: 1/22: 7 Maximum. Syst'em Cc,,:,l ir1g Lc,ad ( 707. li:;: KBTU) Tirrle c,f Occurrer,ce: 9/11: 15 ---------------------------------------------------------------------------------------------------------------------:------------------------------- ~,.. . . ,~~ =: ', . ' . -~ .. ,, ---.------------------------------------------------------------------------ .ADM-a ~nergy Analysi~ Model V4.0(F) INPUT DATA Source Listing In= CRLSBD2.DAT Out= CRLSB02.0UT Page 9 71 S/1988 7:32:49 Wthr= SANDIEGO.BWF ------------------·------------------------------------~--------------- .. -----------------------------------~ -----------------------------------' Heat i rig C1:11::i l i r.1 g Far1/l=1ttmp Tcital Mc,nth E:lectt"ic F,:,ssi 1 'Electric Fossil Electric Electric Fossil <KWH) <KBTU) <KWH"> <KBTU) <KWH> (1-<WH) <-KBtU> --------------------------------------------------------------------------JANI 859.93 . 2E,<;l9. 29 I 9659.26 • 0<) I 108.47 10627.66 2609.29 FEBI 583.15 1009.10 I '3443.59 • 00 I 114.04 I 10140.78 1009. 10 MAR-I 465.21 627.31 I 12491. 25 • 00 I 162. 22· I 13118.67 627.31 APRI 312.37 144.95 I 12444.56 • 00 I 163.53 12920.46 144. ·95 MAYI 81.39 .oo I 14813.70 • 00 I 20S.51 1::i103'. 60 .oo JUNI 13.89 • 00 I 14730.03 • 00 I 2.05. 55 14949 • .l~6 .oo JULI • 00 • oq I 16648.40 • ()0 I 232.64 16881.04 • 00 AUGI • ()(l • (H) I 18-938. 26 • 00 I. 269.02 19207.28 • 00 SEPI • 00 . oo 16378.09 • 00 I 229.4:3 16607.52 • 00 . OCTI 57.40 • 00 15912.52 • 00 I 226.88 16196.80 • 00 NOVI 361.,02 • 00 11980.89 • 00 153.98 J 12495.89 • 00 DECI 674.52 2434.38 9372.64 • 00 110.33 I 10157. 5(> 2434_3a --------------------------------·----------------------------------------- -- ----------------. ---------------------------------------------------------ADM-2 Energy Analysis Model V4.0(F) Il\!_PUT DATA Sc1Ltrce Listir,g .Ii",= CRLSBD2. DAT Out= CRLSB:02. OUT Page 10 71 8/1988 7:32:49 Wthr= SANDIEGO.BWF ----------------------------------------------------------------,-------------- COMPLIANCE OFFICE:BL,DG -CARLSBAD OFFICE BLDG Total floor area: 46960. c;io sg. ft;. Annual Energy Utilization ====================================·============================== Non-conditioning: Indoor Lighting Energy Outdcu::,r Light i r,g Er,ergy Hot Water Energy Refrigerat~on Energy Ccu:,ki r,g Er,ergy Other er,ergy . I C,:1r1d it i c,n i r,g .: . Zc,r,e Lc1ad.s Heat ir,g .Cc,ol ing Syste,m # 1 : Type Heat i r,g Lc,ard C,:11::,l i r-,g Load ..Heat i r,g Er1ergy C,:,c,l i r,g Er,ergy Far1/Pump Er,ergy W$HP (-HWB) < DX ) Electric <KWH> . . . --------------' -,-------. ----- 262959.30 • (H) 6332.33 • 00 • 00 .oo • 00 • 00 • 00 • 00 3408.88 "162813. 20 2184 .• 58 Fc1ssi l (KBTU) ------·------------------ • 00 • 00 • ()(l • 00 • 00 • 00 234677.90 1196417.00 1792.6-4 1278350.00 6$25.03 • 00 • 00 === ====== ===================-= :==~-== ========================== Total Er,ergy L•37698. 30 6825.03 ==. --==,..· ====== ====:======== ti.~ ,.... ,_,-,-·-=¾!!:::=_ =========================:=============. ========================" ~-~·Total Nonconditioning Sou~ce Energy Use Estimate 58.7 KBTU/Sq.ft. 1 Total Conditioning Source Energy Use Estimate: 36.9 KBTU/S~.ft * 1.071277 = Total A~nual Source Energy Use Est~mate =======> 39. 5 1-<BTU/Sq. ft. 98.2 KBTU/Sq.ft. ====·==·======================= .=================================== --------------------- Pg 1 COMPLEX SPACE DESCRJPTION SpaGe: CARLS~AD OFFICE II Date: 03-24-1988 · Hourly Analysis Prog~am 61212861.0 ************************************************************************** WALL TYPE WEIGHT ( lb/·sqft) EXTERNAL COLOR U-VALUE <BTU/hr/sqft/F) i M M O. 080 2 L L C:>. 08C> 3 ----------------------------------------· -----------------------~ ------ ROOF TYPE SHADED WEI,51-IT EXTERNAL LI-VALUE AREA ALL DAY? (lb/sqft) COLOR <BTU/hr/sq ft /F) (sqft) 1 N L ·!Yi 0.050 17660.00 ;2 3 -' ------,---------------------.---------------------------------------------GLASS TYPE 1 2 3 U·-VALUE (BTU/hr/sq ft /F) 0.54 WEIGHT <lb/sqft) M GLASS FACTOR 0.35 INTERNAL SHADES? N . ---. ------------------------. ------. ------------. ____________________ " ___ . -- SHADE <----WINDOW--"'·--> REVEAL <---OVERHANG--> <-----FINS----> TYPE HEIGHT WIDTH DEPTH HEIGHT "EXTEN. SEPf-=!R. EXTEN. .1, 4~0 ft 8. 0 ft 0 in 0 i l"I 0 in 0 in (l i l"I 2 4.0 ft a.o ft (l ir1 () ilrl 0 ir1 0 i l"t 0 in 3 4. () ft 8.0 ft 0 .i r, 0 i l"I 0 i l"I 0 ir, 0 in ------------------------~~----------------·-------------------------------- PA~TITIONS,CEILINGS,FLOORS AREA LI-VALUE --UNCOND. SPACE T- AP,J TO UNCONDITIONED SPACE (sqft) (BTU/hr/sq ft /F) COOLING HEATING Walls 0 0.080 10.0 F 20.0 F Ceilir1gs () 0.360 10.0 F 20.0 F Flc,c,rs 17 609 . ' 0.080 10.0 F 20.0 F . . . ----------------------------------------------------------------------!:;>LAB~FLOOR 1. At;'ea, = 2. Perimeter = 3~ Depth · = O. 00 sqft o. 0 ft o. 0 ft ·------------------------------------------------------------------------- INFILTRATION AND INTERNAL LOAD DATA: 1. TOTAL FLOOR AREA = 46,960.00 sqft· 2. COOLtNG SEASON INFILTRATlON AIR= ~0.00 CFM/sqft 3. HEATING SEASON INFILTRATION Al~= -0.00 CFM/sqft 4. TYPICAL SEASON INFILTRATION AtR -0.00 CFM/sqft 5. PEOPLE 100 sqft/person FOR TOTAL 470 PEOPLE Schedul.e Ne, : 1 Activity Level 0 CFM T,::ital 0 CFM Tc,tal O CFM Tc,tal Sensible : 245 1. 70 W/sqft Schedule Ne, . : · 1 2 Off ice Wc,rk BTU/hr/per TOTAL Latent 205 BTU/hr/per 6. LIGHTING 7. OTHER ELEC. 8. MISC. Lights ~re Fluorescent Ball~st Multiplier: 1.25 0.50 W/sqft TOTAL Schedule No : 1 Ser,sible = 0 BTU/·hr La.ter,t = 0 BTU/hr 79,832 Watts 23,480 Watts Schedule Ne, : Sched1.1le Ne, : 1 1 ''************************************************************************** ·,:.~ . :, ..... Pg 2. COMPLEX SP.ACE DESCRIPTION Spape: CARLSBAD OFFICE II Date: 03-24-1988 Hou~ly Analysis Program 61212861.0 *********************~*******~******************************************** . WALL AREAS (sqft) BY TYPE AND EXPOSURE EXPOSURE TYPE . i TYPE 2 TOTAL ------· ------------------------------------------------------------------ NE 1,6c;6.0C> 924. ()() 2, 550. 00 E o. 00 0.00 0.00 SE 2, 172.00 2, 460~ 00 4,632.00 8 o. 00 ().;00 o.oo SW 1, 116.00 1, 2i)O. 00 2, 3_16. 00 w o. o<:> o.oo 0.00 NW 2,232.00 2,424.00 4,656.q(l N O. O<) (r~ (H) 0.00 ------------------------------------------------------------------------- TOTAL 7,146.00 7,008.00 14,154.00 ************************************************************************** GLASS AREAS AND SHADING TYPES BY.GLASS TYPE AND EXPOSURE <--GLASS TYPE 1 -> AREA SHADE EXP. (sqft) TYPE TOTAL AREA <sqft> -------------------------------------------------------------------------. ' NE .1, 188.00 0 1, i 88. 00 E o.oo 0 o .• 00 ,;,.9E · 3, 132.00 0 3, 132. OC> '~~~~-0.00 0 o.oo ·1sw 1, 524. 00 0 1, 524. 00 w o.oo 0 o.oo NW 3, (>84. 00 0 3, 084 .• 00 .N ·O. (H) 0 o.oo H 0.00 0 o.oo --·------. _______________________ ,. ____ ... ___ . --------------------·-------------- a,.928. oo a, 928. oo- **************~******************~**************************************** MULTIPLE..,..HOUR DESIGN LOAD OUTPUT SITE . : San Diego, California ZONE : CARLSBHD OFFICE II DATE: 03-24-1988 60501871. 0 ************************************************************************* MAXIMUM ZONE COOLING LOADS Ser1si ble l,..oad T,:,tal Load Supply Air Ne,. Mc,nth Hc,1..tr (T,:::,r1s) (T,:,r,s) (CFM) __ .. ___ ___________ .. ___ ----------' -------------- 1 Ai..tg 1700 62 .. 83 73.73 42,080 2 Jul 1700 62 .• 51 73.40 L~1, 846 3 Jul 1500 62.63 72.66 41,321 4 J1.1r1 1700 61. 16 72.45 41, 1 73 5 Oct ' 1500 59.00 68. 15 39,921 6 JI.\Y'I 1200 55.3!) 66. 41 37,855 7 A•.tg 900 5,3. 52 64.45 37,422 8 J1..l\"1 800 49.81 61. 17 35,471 9 Oct 1000 49.83 59.37 35,668 10 Dec 1300 49.6'7 58.03 35,618 ·r I " " SINGLE-HOUR LOAD Cf.:~LCULAT I ON OUTPUT DATE . 03-24-1988 TIME . A•..tg 1700h . . 8-IJE . SaY-1 Dieg,:,, Cali fc,rY-da OUTDOOR . 83.0/ 69.0 F . . ZONE . CARLSBAD OFFICE I I INDOOR . 72.0 F . . JOB . BLOCK 60501871. 0 . ************************************************************************ ZONE DESIGN COOLING LOAp SUMMARY SEN~IBLE LATENT LOAD COMPONENT <BTU/hr) <BTU/hr) --, -------· . _ .. _______________ •' ----~-·--.. , __ .. __________________ ., ________________ _ SOLAR GAIN 1 79, 5.:~g 0 GLASS TRANSMISSION 53,032 0 WALL TRANSMISSION 21,719 0 ROOF TRANSMISSION 32,187 () TRANS. LOSS TO UNCOND. SPACE -87,341 0 LIGHTING ( 89, -811 w TOTAL) 306;."+35 () OTHER t::LEC. ( 21,132 w TOi"AL) 72,102 0 PEOPLE ( 423 PEOPLE TO"fAL> 103,547 86,641 MI$CELLANEOUS LOADS 0 () COOLING INFILTRATION () (l COOLING SAFETY LOAD 0 (l -------------------------~----------------------------------------- SUB-TOTALS NET VENTlLATION LOAD ( 4696 CfM) SUPPLY FAN LOAD <BHP= 6.7) ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM E;,8_1_, 23:1 55,751 17,014 (l 0 86,641 44,084 0 (l 0 ---------------------------------------------------------------------- TOTAL COOLING LOADS 753,995 130,725 ----------------------------------------------------------------------TOTAL COOLING LOAD c,r ZONE TOTAL FLOOR AREA ZON~ OVERALL _LI-FACTOR = ,:,r = = 884,720 BTU/hr 636. 9 sqft/Tc,ns Lt6 7 960. (l(~) sqft 0.168 BTU/hr/sqft/F *************·***********"*********'*"**********************"******* Trar-,sr11issic,Y-1 .;;md Sc,·.lar Gain by Expc,s1.1re LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN . , Csqft) (BTU/hr) <BTU/hr) ---. ------·---------------'------·----· .. _ -. •. ---------------------------·----- GLASS LOADS:NE 1, 188 7,057 10, 2"+5 E <) ~ <) 0 .. SE 3,132 18, 6_04 55,962 s 0 0 0 SW 1,524 9,,053 49,510 w 0 ·o 0 NW 3,084 18,319 63,831 N (l (l 0 H 0 0 0 WALL LOADS: NE 2,550 2,756 E 0 0 SE 4,632 5,565 s 0 () SW 2,316 5,699 w 0 o. NW 4,656 7,699 N 0 () **********************************~************************************* f' SINGLE"""HOUR LOAD CALCULATION OUTPUT DATE . 03·-24-1 988 TIME . ALlg 1700h . . SI_TE Sari Diegc,, Cal i fc•rr1 i a OUTDOOR 83.0/ 69.0 F ZONE . CA~~LSBAD OFF~CE II INDOOR . 72.0 F . . JOB BLOCK 60501871. 0 · *****************************************************~****************** COIL SELECTION PARAMETERS · pg 2 _::_. ________ --------------------------------·--__ .. __________________________ _ COIL ENT~RING AIR TEMP. <DB/WBJ COIL LEAVING AIR TEMP. (DB/WB) COIL SENSIBLE LOAD COIL TOTAL LOAD COOLING ~UPPLY AIR TEMPERATURE TOTAL COOLINS C~M (act~al) TOTAL COOLING CFM (std. air) COOLING CfM/sqft RESULT I NG ROOM REL. HUMID I TY = = -- = -= = ::::: ·73_ 2/ 63. Lt 56.6/ 56.2 753,995 884,. 720 57.0 42,080 42,051 0.90 59 COIL BYPASS FACTOR = 0.050 deg F deg F BTU/hr BTU/hr deg F CFM CFM CFM/sqft ~ ************************************************************************ "SITE ZO.NE:: JOB SINGLE-HOUR LOAD CALCULATION : S~n Diego, California : CARLSBAD OFFICE II : BLOCK OUTPUT DATE WINTER DB: INDOOR DB: 03-24-1986 Lt2. 0 F 70.0 F Hourly Analysis Program 60501871.0 *************************************************~********************** ZONE DESIGN HEATING LOAD SUMMARY Note: Heating lo•d is computed at wint~r design condition. LOAD COMPONENT LOAD <BTU/hr) --------------------------------------------------------------------- WALL TRANSMISSION ROOF TRANSMISSION GLASS TRANSMISSION TRANSMISSION ~oss TO UNCOND. SPACES INFILTRATION LOSS SLAB FLOOR HEATING SAFETY BTU/hr 31,705 24,724 134,991 70, Lt36 ' 0 0 (l ----------·----------------------------------------------------------SUB-TOTAL NET VENTILATION LOSS 261,856 141,910 --------~----------------------------------------------------------TOTAL HEATING LOAD HEATING SUPPLY CFM HEATING SUPPLY AIR TEMPERATURE HEATING VENTILATION AIR CFM HEATING SEASON ROOM DRY BULB TEMP. 403,767 8,087 CFM 100.0 deg F 4,696 CFM 70.0 deg F ************************************************************************ CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of _Carlsbad Building Department. SCHOOL DISTRIC'I'.: --~-Carlsbad Unified ---San Marcos Unified 6350 Ya_rrow Drive Ste. A Carlsbad, CA 92009 (438-5710) 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) -'-----Encinitas Union Elementary 189 Un.ion Street San Dieguito Union High School 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: _cs_~~\h~S -~-lJ"-----C----=a_t-_~ _____ , ___ APN: q!(;;;-Oj>d -I ( Project Address: ;~~Q bJ4o~,,£ o;ef& tv4V ~ ; 7 RESIDENTIAL: SQ. FT. of living area ~----Number of dwelling units ___ _ SQ. FT. of covered area ____ SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA 6~3$(7 (r15, ',/,?cl o{f.r-e) ( /5, M.:f /4-,.,~ Prepared By ~ ~ Date __ 11_/_2.._/g-_~------- --------------------------------------------------------------------------------.-----·--- FEE CERTIFICATION (To be completed by the School District) v°Applicant has complied :with fee requirement under Government Code 53080 ----- ---Project is subject to an existing fee agreement __ Project is exempt from Government Code 53080 --~ Final Map approval and construction started before September 1, 1986. (other school fees paid) Other -------'--------------------'---------------- Residential Fee Levied: ·$ ------based on sq. ft.@ -------------'------ Comm/Inciust Fe_,g Levied: $ ~--S-')3 '6lc-'1 ~based on (9 l) '6<-i] J~+4r~ • Q_ V ·. ~:;~\. :S-oJ .. Sc;~ District Official Title sq. ft.@ t', & -S- ~ I td~q Date AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for cornme·rcial/indutt,..;,,1 • ,_J 2075"'~.A.S{?A~MAS DRIVE CAR~SBAD, CALIFORNIA 92009-4859 TELEPHONE (619) 438-1161 Office of the City Engineer illitu nf _01arlnbao ... ··.·. :-. Ernie Ferrer COUNTY-OF SAN DIEGO Department 0£ Puplic Work$ Bu-ilding 1 Operations Center· 5555 overland Avenue San Diego, CA 92123 INDUSTRIAL WASTE PERMIT APPLICATION NO . .5~8 Enclosed is a copy of the application for an Industrial Waste Dis.charge Permit from the subject appli9ant. Your review and· recommenciations on this application will be appreciated prior to the is;suance of a waste disposal permit. LLOYD B. HUBBS city Engineer LBH:SEE:rp Enclosure: Application No. 5"18 c: Building department Fred Rowlen, Encinas Plant Arnie Wing, De:part~ent o.f Heal th Services ,· 'f I l ' . t ~,r,l / / COHHERCIAL/INDUSTRIAL . APPLICATION FORM FOR INDUST~IAL WASTE bISCHARGE PERMIT CITY APPLICAH,ON: . N~W . . /. (CHECK ONE) REVISED ---- . BUILDING P.C. No.·: 1/'ta/-14- . I . APPLICATION No.-·: --5.1/8 -~e!!:::==:::--::;;::-:;::-----'--'-----== IN~USTRIAL/CLASS:-,-._3_;,_J __ ~)t;,;½=:?-~,____..,__-_ ---..::_,c-:----,-, ----,.· DATE: q ~ L-61 -- ~re of City Representative -/~/ - APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: /) I SITE D APPLICANT: ()po,5 5oUTtl 6J£5r lO!Zp@Od ADDRESS: ;qz_~ rAlont11Z. 0Af..5 ff/4y TYPE OF BUSINESS: 0.FF!t;.-1? 13ll/L-D!AI(,; APPLICANT' s ADDRESS-: 1:21? _ /\I. 24:llf. ST. __ ~?o ?hceNl,X:,i Ac Z5C>l&7 B. WASTES AND PROCESSING: [8f Domestic Waste Only (Check where applicable) ,-, Industrial Waste ,-, Industrial Waste NOT -Discharged to Sewer -Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): ______________________ _ GENERAL. DESCRIPTION OF PROCESS (If Applicabie): ----------- C. WASTES TO BE DISCHARGED TO SEWER: (SHE// 13U I LD l Nq) WASIE: (Check One) TREATED: UNTREAT-"'Eb,...:_)(_ QUANTITY: AVERAGE-.---GPO (Daily) MAXIMUM 4.S ,ooo ~ 5.F. G,f!OS: i (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: 6-,1r,2.:tzer 12-. Mo.5-5 (Print) TITLE, As:o!~=T t1,1ftl10£5k SIGNATURE: ~-K. ~. DATE: -~vf...,.IL;....:;::;;.2-0-=-+7./2.....::8~8-__ 1 f'ILE NO.: DATE TO FROM SUBJECT: CITY of SAN DIEGO MEMORANDUM 90-000001 July 3, 1989 __.l--(~ :r San Diego Chapter I.C.B.O. Membership Pete Lopez, Hazardous Materials Committee Member __.-r";"\ l ,t.J. IMPLEMENTATION OF AB 3205, HAZARDOUS MATERIALS DISCLOSURE Enclosed you will find the latest questionaires from the Air Po1ution Control District and the County Health Department. The A.P.C.D. has revised the back of their questionaire as requested by the local chapter membership. The recommended imp1 ementati on proc.edures are as follows: ~or building permits issued prior to July 1, 1989, the customer must fill out both questionaires. If a11 answers to the questions of each questionaire are "no", then the Certificate of Occupancy can ·be issued and the questionaires must be· filed by the department. If the answer to any question on either questionaire is "yes", then the customer must be directed to the appropriate administering agency, and the Certificate of Occupancy can be issued after the customer returns the ques.tionaire(s) with 'the approval stamp from the approp·riate agency. The questionaires must then be filed by the department. For plans submitted after July 1, 1989, the applicant s:iOuld be given the q·uestionaires. If all the answers are 11 no 11 , then the building permit may be issued and the questionaires. must be filed by the department. If any question is answered "yes", then the applicant must be directed to the appropriate administering agency while the plans are being checked. At permit issuance, the applicant must have had the questionaire(s) approved (stamped) by the appropiate agency. The permit may then be issued and the questionaires must be filed by the depa·rtment. For plans currently in the plan check "p-ipeline11 , the applicant should be given the questionaires with the correction sheet or at recheck, if at all possible. The permit cannot be_ issued until the questionaires are filled out and approved, if necessary, by the proper administering agencies. You might want to make sufficient copies of originals; it will probably be some time before questionaire forms are made available from the administering agencies. Enclosed you wi 11 a 1 so find a copy of the City of San Di ego Information Bulletin No. 116, which is intended to hel.p the applicant fill out the questionaires by providing background informat1on. if I can be of further assistance don't hesitate to call me at 236-5412. PAL:jp 4423 pc: Records FORM co-160 9()-{(p 0 1 J. WILLIAM COX. M.O •• Ph.D. Ol"IECT0"- (811) US-2237 DEPARTMENT OF HEAL TH SERVICES STEVEN A. ESCOBOZA ASSISTANT OIRICTOR (819)-23S-7833 1700 PACIFIC HIGHWAY. SAN DiEGO. CALIFORNIA 92101-2417 HAZARDOUS MTERIALS QUESTIONNAIRE New State law. effective July 1. 1989, (AB 3205, Chapter 1589.-Statutes 1988) prohibits a City or a County from issuing Certificate of Occpancy if a business will handle Hazardous Materials unless the business has met or is meeting the requirement of a Business Plan ·for Emergency Response with the San Diego County Department of Health Services, Environmental Health Services, Hazardous Materials Management Division. The new law may also prohibit the permitting of a facility handling Acutely Hazardous Materials to be constructed within 1,000 feet of the outer boundary of a school (K thru 12) unless first meeting the requirements of a Risk Management and Prevention Program. To determine whether your business is subject to these new requirements, please read and complete this questionnaire. If the answr to any of the questions below is yes, applicant 1111st contact the Hazardous Materials Management Division, 1255 Imperial Ave., 3rd Fl., ·San ·Diego, CA 92138-5261. Telephone: (619) 338-2222 •• YES NO 1. [ ] [ tlj 2. [ ] [ v1 3. [ ] [ :5, 4. [ ] [ ] 5. [ ] [ tti 6. ( ] ( :t 7. [ ] [ 8. c J rvi Printed Name J State l~ Zip Will your business activity generate Hazardous Waste in any quantity, in any physical form (solid, liquid, gas)? Will your business at any one time store, use or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds or 200 cubic feet of compressed gas? Will your business store, use or handle Carcinogens or Human Reproductive Toxins in any amount? Will your business store, use or handle Gases with Threshold Limit Values or Time Weighted Averages of 10 parts per million or less? Will your business use an existing or install an Underground Storage Tank for Hazardous Substances or Hazardous Wastes? Will your business store. use or hand-le Acutely Hazardous Materials? If your business will be handling Acutely Hazardous Materials, will your business be located within 1,000 feet from the outer boundary of a school? Is your ·business listed on Briefly Describe Nature of the Business Activity or Process: the reverse side of this form? ~ ' Signature of Owner or Authorized Agent I declare und r penalty of perju BUILDING INSPECTION DEPT. PLAN FILE NUMBER For DHS-HM/,10 use Only [ ] Business Plan Completed best of my knowledge and belief he responses made herein are true and correct. [ ] RMPP Completed Estab. I H Injt. __ Distribution: Original and 1st copy to DHS-HMMD. 2nd copy to Applicant. 3rd copy to ~-------------------~------.-----,,D-a-te-'--------t City/County Plan Check Reviewed By Date Reviewed By IN-3140 (MIi) 'f SAN DIEGO AIR POLLUTION CONTROL DISTRICT 9150 CHESAPEAKE DRIVE, SAN DIEGO, CALIFORNIA 92123-1095 (619) 694-3307 AIR POLLUTION CONTROL QUESTIONNAIRE I New State law, effective July 1, 1989, (AB 3205, Chapter 1589. Statues 1988) requires that an applicant for a building permit proVide information indicating whether a permit is required from the Air Pollution Control Disttict. This law further prohibits a City or a County from issuing Certificate of Occupancy unless a business has complied with proVisions of the law that are administered by the Air Pollution Control Disttict. The new law also imposes additional pennitting requirements for a facility within 1,000 feet of the outer boundaty of a school (K thru 12). To detennine whether your business is subject to these new requirements, please complete this questionnaire. Control 1. Will the intended occupant install or use any of the equipment listed on the Llsting of Air Pollution Disttict Permit Categories.- (IF ANSWER TO 1 IS YES, APPLICANT MUST CONTACT THE APCD DiRECTLY) 2. (Answer only if the answer to 1 above is YES) Will the subject facility be located within 1000 feet ofthe outer boundaty of a school (K thru 12) as listed in the current Directoty of School and Community College Distticts, published by the San Diego County Office of Education and the current California Private School Directoty, compiled in accordance with proVisions of Education Code Section 33190. Indicate Permit Categories: Name f Owner or Authorized Agent: (/2 Signature of Owner or Authorized Agent: I declare under penal I of perjuty that to the best of my knowledge and belief the responses made herein are true and correct. APCD use only STATUS: EXEMPT FROM APCD PERMIT REQUIREMENTS Confirming Stamp APPROVED FOR ISSUANCE OF BUILDING PERMIT, BUT NOT FOR OCCUPANCY Confirming_ Stamp _______ Initials_ APPROVED FOR OCCUPANCY (APCD Authority to Construct Issued) Confirming Stamp DEVELOPMENT PROCESSING SERVICES .DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-485Q (619) 438-1161. MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only . ;JOB I s : ADDRESS . ~. PLAN ID NQ. _ . ·ss· ..... 4q 4- ; ASSESSOR'S '. PARCEL NO. l . ; OWNER : OWNER'S ; MAILING. 1 ADQ.RESS 2339 1.2/29/89 0001 01. 05 Misc 143-00 I • t . ~I\-. (,. __,' VALIDATION AREA '. CITY 'PH-oe./!X: ZIP_ -:C. TEL.f'.._.,"14<.£:;-7 \ -'--'--'-'--~:..:..!.---------L...:...:=-----=--..!..----+-----~-...:,----,---/--'---,---'----,----...:.......:...._ __ ___ i CONTRACTOR 6FU.S .SC,uTrfvJ E:bT CDJ:LP .. ----------------------1 ESTMATEDVALUATION ~=~=--4------ : CONTRACTOR'S -th_' MAILING 4-, A_') N· z._&-r.l+ ST :ft. 2-?t:, ' 001 8~b 00 00 82 / . :_ADDRESS T,:;;..--• 1 PLAN CHECK FEE . ' ; • •8 . 1 ----~----------------...l IF THE APPLICANT TA.KES NO ACTION i CITY P]foc}fix: 1 STATI:; LICENSE NO. I . WITHIN 180-DAYS, Pt.AN CHECK F: ZIP ~ ~J;.,,reL.4'02--4-M3 7000 . WILL BE FORFEITED, BUSINESS '- LICENSE NO. . .I ~ & ---_, --~ -: SUBDIVISION...--------!, LOT(S)--------:---+--,..-'----------,--...!....----,-.:c.._ __ -__ _:__ . '. LEGAL DESCRIPTION CHECK IF SUBMITIED: D 2 ENl;RGY CALCS . - D 2 1987 ENERGY CALCS FOR NON RESID.ENTIA!,. sums . DESCRIPTION OF WORK /t'JZ-LH /1'1=:Clt?/ZAL 0 2 STRIJCTURAL CALCS. • I ( . MGC#AN/CAL Ar-ID a..:.E..c.;r,e,iCA--( 0. ·-2 SOILS REPORTS. 0 2 SELF ADDRESSED ENVE!,.OPES DATE GIVEN/ SENT' TO APPLICANT DATE ; CONTACT PERSON d:,l"Jf2.~ no$$ LA COSTA LETTER SCHOOL FEE FORM P & E CORRl:CTIONS LIST White -File Yellow -Applicant. Pink -Fin·ance . --~--~·'.· ;:,:-./~;~~tH?:\t{ttt( ·;'. __ _._,: ~ -_ ,-, · .: -_, --, .. ',, ' .. ! -.. -' -::--;~ .... ~~-~-~-""' -~:-·--.. . . _,.. :~.-·-.-···. : --~-.-.. ·--.. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ~ (e. IC/S'l • JURISDICTION: G.rl6btul PLAN CH ........... , ....... , OFILE COPY QUPS QDESIGNER PLAN CHECK NO: 8',-'j'f't g:/ii./ SET: :CV: PROJECT ADDRESS: Pl;J 5 r;. /,m•r ~e@ Wav / PROJECT NAME: ___ c;=t~r~t-'d-d~,,,.--=~~~t~'-s~i-e.~n.___·· ___ _._ __ D --0 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-=---=----------'.....,,...,,----are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enciosed 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. u·ntil corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant·contact person. 0 The applicant's copy of -the check list has been sent to: ~ Esgil staff did .no.t advise the applicant contact person that plan ch~ck has been completed. O Esgil staff did advise applicant that the plan check has · _ .... _:been -completed. Person contacted: _____________ _ ·., ,, ,bate contacted: Telephone # .::::':-[]\~~MARKS·: . . ----------__ ._-.-:.-. -. ----~.-~------ BY:ESG?ctlilt:foN 111 Enclosures: Cd'j-111.ofJC~vec{ a l«ns It , 0GA_. DAA Dvw OoM , .. .,· ' ESGIL CORPORATIO.N 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56Q-14-68 DATE : /wve&1,bpr ;z. I q 8 C( j QAPPLI JURISDICTION: Cch ha.a( L__JURISDIC Q jPLAN CHECKER QFILE COPY OlJ:PS (7DESIGNER PLAN CHECK NO: SET: 7[T PROJECT ADDRESS.: /9'i?5 &/61111.v-Or J::.s W.:tv _ __,__-'--='-'......,__-'-""'-'-''-'-<-=-c.=----'""'-''-'-'-,.._,"-=---=-1+----- ~.J PR0JECT NAME: Crr/dec &v/5t'&n ----"'"""'-'---'--'Uo"'-l~--f, ~J<....L.~JG..£.,1---------"-- D D D 0 The plans transmitted herewith have been corrected where necessary and supstantially 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 anq 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 to the applicant contact person. [2g The applicant's copy of the check list has been sent to: C?e.cry Mczss 47'-/--;;J.. N,;;;J..J th sf .. #-~7D .I PhoevtiX, AZ ~sorb 7 Esgil staff did not advise ~he 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# ---------0 REMARKS: _______________ --,-_________ _ By :ltrt?JZ&c ESGIL'CORPORATION ~/z~ Encl.osures: ------------ OGA DAA Dvw ~DM ' JURISDic:r.IOK: C4 'j?_I_!; &Ab •' ~ CHECK :!Umm:.--'88'--'""'--) ___ -~ __ Cf..._6t _____ · ____;,_K.,_,_~_V_,___ ----- DATE: / )-3-89 ovou.Ill:~ PLAN CHEClCERr,mov,vc,n: D CMEH DILLON ~DARRELL !«lRRISON ·---------· --- r ,/ I . .' . / 1./ JrnSbI~ON: r:,;:;gLs B1tD PLAN ranx mmJt: CB 38 ·-L/9 Y RE: V ~ Submit complete electrical plans and ?'1\specifications. 6££. / ,4 0 Submit plan showing location of all ~ services. R.E.Y!Sc ,t</OT/5' ONE I R.e ! sE,eVJCi! //./ i?l.:256-?P/T /. Submit complete one-line diagram of service and feeders. ~ Indicate the gr~~~ing-. : .. system·. to·· be installed for building service.· /. Indicate ampere interrupting capacities (AIC) of service and subservice- equipment. h"EC 230-65/110-9. ,/. Indicate sizes of fuses and/or circuit breakers. /. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits. i.e. JJH., LCL. · /. If fuses are not used to limit fault currents on branch circuits to 10,000 amps., specify method to be used. Submit plan . showing location switchboards. of all 'vfAty\ Indicate_ dim-.nsion of switchboards and ~-~ontrol panels rated 1200 amperes or . more. NEC l10-l6(c). 6/-MW COIV./t:.e >et::-r.?'tJN ~Submit plan showing locatio~ of all transformers. /. Indicate the installed for 26(c). grounding system to be transformers. NEC 250- nm:: 9-/3-89 D vol.LIE WAGGORER PLAN CHECKER: D ~ Dll..LOK !JI DARRELL 1-'()RRISO~ /,rovide overcurrent protection on the secondary side of transformers. liEC 240- 21/384-16(d), ~ Submit plan showing location of all panels. ''HP '" G)submit panel· schedules. /specify conduit and wire sizes. /specify aluminum or copper conductors and type of insulation. /show approximate length of feeders. /specify electrode conductor size and.type wire. (aluminum or copper) ~ Submit electrical load calculations. / Indicate ex~sting service size. 7" Indicate existing building load, ~ndicate new additional loads. ~ndicate wiring method, i.e. EMT, metal flex. @how exit signs on .the electrical lighting plan. Note: Power for exit lights and emergency lighting must coniorm to the 1985 UBC Sections 3313 and ~314. ~ Provide receptacle{s) wit.l;L-1 25 1 of the roof mounted A/C units. UMC Section 509. ~Provide multiple switch lighting 'controls J<f", ~r--CAC, Iitle 24, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. 08/31/87 -----:. ,._ " . ~ .. D LIGHTING PANEL " D LIGHTING PANEL ( OTHER OUTLETS O.K.-!ON ONE BRANCH CIRCUIT ,--..;---, t BRANCH CIRCUIT SERVING ONLY EXIT ILLUM. AND EXIT SIGNS ..-----~- ~e Branch Circuits .. ~ , 1IH--.a \AUTO~ATIC TRANSFt:R SWITCH GENERATOR OR BATTERIES Separate Sources of Power ILLUMINATION OF EXIT SiGNS Secs. 3313 and 3314 OT-13.13 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 DATE: Oc ±ob<K: S I I '112'1 ;7 AP~LICANT Wfj i SD I CTT<?N::::, [J PLAN CHECKER JURISDICTION: Ca.rl:§bad PLAN CHECK NO: BB-ygy_ 12.EV SET: Jt: CFILE COPY nuPs GDESIGNER PROJECT ADDRESS: /9'.«5 Pa.Lamar OqJ:.s Wav --~~~......___ ......... ._._._.=x,a ___ __,~~-~----=-:i,,_ __ _ __. PROJECT NAME: ____ ~C.-~~-~c~rJ1~e~o~r----~J2:e.==~v~,~~~t~o~~~--------- 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. fvi1 The check list transmitted herewith is for your information. ~ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdi.ction to return to the applicant contact person. ~.The applicant's copy of ·the check list has been sent to: Ga..ccy ·. Mo5s Y71.f o1 N-a'-! th st;, # qi. 7o PbaG:nix; Az es 01 &. C8J Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the p1an check has been completed. Person contaeted: ------------------- Date contacted: -----------------------Telephone# --------0 REMARKS: ______ .;..._ ___________________ _ By=· 2/vttZ,IIJ:-r ESGit CORPORATION ~,~'rs' Enclosures: ----------- 0GA ~ Dvw ~ .JUR t , PRO ~ I.SOI CT JON: Gu:[sfw,l ..., JEC7 ADDRESS: 1q.;?5 Date 1ol~la:t. PQ /on,.-..,-OQ~ Waf TO: ~r-r-, MP.::5,~ PLAN CORRECTION SHEET . ?la n: Oledc No. ~-':J.tf'i. eev tc:. -- REWORD: PLEASE READ F'O Pl co Pl El an check is limited to technical requirements_ ntained in the Uniform Building Code, Uniform umbing Code, Unirorm Mechanical Code, National ectrical Code and state laws regulating energy nservation, noise attenuation and access for co th re De ba Pl 0th e handicapped. The plan check is based on gulations enrorced by the Building Inspection partment. You may have other corrections sed on laws and ordinances enforced by the anning Department, Engineering Department or er departments. e items circled below need clarification, dirication or change. All circled items have be satisried berore the plans will be in Th mo to co Pe th vi nrormance with-the cited codes an~ regulations. r Sec. 303 (c), of the Uniform Building Code, e approval of the plans does not permit the elation or any state, county or city law. . A. PLANS Oa Da Please make all -corrections on the ._original trac:ings and submit ('two new sets of crints;. and any original plan sets that may have been returned to you by the jurisdiction, to: C~oi I U?'=f'~ -o To facilitate rechecking, please idcntiry, next to each ~ircletl item, the sheet or the plan= upon which each correction on this sheet h~s been m~de and return this c:hecl< sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. --------------te plan~ received by plan checker q/z.~Ln tc ·.:l.,J.._ plan check completed t,:;£ s /1J~ 81, _____ /(t_u,,c ___ f_G.,=-"1"'¥~------ E.n,~ 'v'-: \J I CF-I nf\. ~ i,,.#,.. f M-1 sL.-.. ,.!> ' C..-~-n1Pt. )<"1 ,...,.,"'_,,.,,, ,:t,[ lo wet h le. LPA = /. 7 wcz#.5 / fl. 2. b"f CJ;:-5 On E-6 ~J...G>w~ I, "13 ?~ c-~. Pri"'+-CF-lX Dr'\ t"-vie... D(Qr1._ .ror I HP-/-CVv'\d 7 ELE C..T!7trA1 --<e-e:.. ct--ff-&!,. J,., .,..d. . ,... . P/e.er,,_ ~I,,( /.,/NII+ ..::J <.,,_-f5 J r~v, '..,,,,,d D /,,,,VI.,,, r-,::,n-fQ ,°,? /,-,o ONLY T"ht:J.S~ s-1,,#.,._:k ~A) I 'ft,. -, __ ~ c.. ,'?'f.., -1t,..-·-/'/) m /la1ed_ lo +-h-, C ,·..,_:f -a /J t:::, ro ve.d D/n >'l.5 , I I I I ~ , 1 . t:•I', JJ]RISDICIIOK: CARLS EA D n.m:: /0-5-89 0VOLL.UWAGGalER PLA1I .UW:Xtk: O<M:11 DILLCI( :r ~ -~ PLA1I cm:a JilMRIX= 88 -494 R E.V ~ DARRELL K>RRISOII REV ,SET JI: l Ac_ PF R PR i= v In t ) ~ ND-r-1 c. F J/JFORMATl(')I\.J r"iN RE\/ <£ T I)O.ES NI"~ T (l(")i;: er= c:.roN b I WI ,J-1 Tl-lJ: Ll'PPMV E J) 5,P ,-/5,C ,PL,4N.5 I tOOLIN.G TOW£/::. MC>TQ R..S. A LL /NFORMAT16N E.'x'. 15 r ;NG, 1,e OR wi=w Mu~T R~ ACLUR.4,P - 2. EFl.f2 C,t-J/'Jv.f N Ap.,.,,...,VE L?.<J;, t1~;:-aAI E. 2 APE. P/'nF MOUNT.I= r.; pg,e_ M bf-/£1=.T.S- 3 E,C (,.. -=' '7 J.IJ1V~ f2.J:rA/ Al)DPF'J t'JN M C...flr.£7'"< RUr A/OT ONE <JIJ:$ 7".S .. - 4 U~E 1H r::. ? R5=. \/ Jou< l'Di::.c E c_, ION ~JIP:Er ,44, A GU/£>£ -'REV /.SF .Pi.diJ.l=-L ~CJ--l E. bULE t="OR.. NEW 0/J-D.S _!::) - . . . . _,.:--"" . . •. . ,..,. ,,· _,. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 . (619) 560-1468 DATE: $7..ferr.lu-r /3/ if&-o/ JURISDICTION: --G.,-=-=~'~/5~b_ad~------------- QAPPLICANT ~RISDICtlON :r;AN CHECKER PLAN CHECK NO: SET: :J:::- QFILE COPY QUPS QDESIGNER PROJECT ADDRES.S : __ I _~~Q.~S __ A~.:z..~/.=-o,.._/n_,___~-r" __ e:;}.-'-_ 4:-"-jc,.,--'-____ @"'-""-J+I--- PROJECT: NAME: -'""'G,~"-r"-r ___ /...,d...,.e ___ r ____ ,e--'-eu-'--s.;_' .:..;I c:7""". ="'---'-------- 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 0 with the jurisdiction's building codes when minor deficien- cies identified--,---,,------------are resolved and checked by building department staff . . ,-.-~ o·-,:_ ~he· p~a1;s transmitted _herewith hav~ sig:nif icant deficiencies ~-~ identified on the enclosed check list and should be corrected •-:.":-.·and resubmitted for a complete recheck .. . ::_<·:~: . . . ·. ·. . _..· . . '--~ee. be-{c:,w) · ~:_· f\/(The cheqk list transmitted herewithvis for your information. ~ The plans are being held at Esgil Corp. until. corrected · : .' plans .. ar·e submitted· f ~r recheck. · 0 ·The applicant's copy of the ch.eek list is enclosed for the . ·· jurisdict~on to-return to.the app~icant·contact person . . _{2q The app~icant's _copy of -the check ~ist· ha~ been ·sent to: · Ga...rrv f71l't?SS· --f 7'-1 ~ Iv. ;;?_L/ th Sf, , #-~70 I / Pho~Y\\x A-z ¥so 1&, _ 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# ________ _ {2g_ REMARKS: l\ 51-i(/w .{:; re dt.?--ft>6>-?:C5 &>.-+ cf: ucf £>&7e-ku t-it:Jn5 £tf-£c1rr/dc:y; °') Sh,;w-fbq../.. ex,/1-d&orf a.re t?Qe..>/\o..bfe/' .fr-om --roe ,'n.~1:d-4, ( tn, I c:;., . 330c../ c;... /~s t?n I, +o e..><-kn' or ,,{.oe7r, I m. c,n~ 1 a./ C.:P,1-c.?f/,:, -..) By: · ~-r-1-C,(,J.e,r Enclosures: --'------------ESGIL CORPORATION q/s OGA DAA Dvw OoM ,.•:. " ·ricnOR: C;:JglS&W PI.AH anxx mmER: CB B8 --'-19 Y Rf=. V Submit complete electrical plans and specifications • .6£ £ / A 2. Submit plan showing location of all services. 3. Submit complete one-line diagram of service and feeders. 4. Indicate the gro~ing~. ~yst:em·· to·. "be installed for building s~rvice~·-· 5. Indicate ampere interrupting capacities (AIC) of service and subservice- equipment. NEC 230-65/110-9. 6. Indicate sizes of fuses and/or circuit breakers. 7. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits. i.e. JJN, LCL. ·. 8. If fuses are not used to limit fault ___ ,. currents on branch circuits to 10,000 amps, specify method to be used. 9. Submit plan showing location of all switchboards. l!). Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC l10-16(c). · ~w eoR.Nee ~ee:-r.Tt:JN ll. Submit plan showing location of all transformers. 12. Indicate the groWlding system to .be installed for transformers. NEC 250- 26(c). DATE: 9-/_3-89 D vol.LIE WAGGONER PLAH QD!X.!KER: D ™EN DILLOft C4i ~ARRElL 1-0RRIS0~ 13. Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). 14. Submit plan showing location of all panels. ''H PJ/ 15. Submit panel· schedules. 16. Specify conduit and wire sizes. 17. Specify aluminum or copper conductors and type of insulation. 18. Show approximate length of feeders. 19. Specify electrode conductor size and type wire. (aluminum or copper) 20. Submit electrical load calculations. 21. Indicate existing service size. 22. Indicate existing building load. 23. Indicate new additional loads. 24. Indicate wiring method, i.e. EMT, metal flex. ? ~""' -'_25., Show exit signs on .the electrical · lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and ~ 26. Provide receptacle(s) within 25 1 of the roof mounted A/C units. UMC Section 509. 27. Provide multiple switch lighting controls per CAC, Title 24, 2-5319 • . Any questions on electrical please contact the plan checker shown above, at Esgil_Corporation at (619) 560-1468. Thank you, @.C.LOVD_A-NDLDEI\ITrFYALt° REVISIONS Olli ?Lfl-N.5 IJ-Nl) SO/EDUL.E5J Ptov..rL>E Cl.ilt4Y L-£(i.Z.Bt..£ f:J.~IY'-5,. /?,M /13 .ZLLVMZA/A-r,IO;V /f/£C //0-l~(e) * . ~'-ZN' 72) W,Eg l(PlBI< $,.Z'Z.E $ #AVE &($N CM/IN~£/) ON EZ pv r A@ r w ;;}·tF.i ZAl)l)EO o/.1 Ee WV A/..L 1-1, be ~//., 08/31/87 .. DA1l:::-9-1~ -111 I -! .. ,' l ... .,. .. Jurisdiction Cy-f-d,7 d _Prepared by, l!uA-CJ..u-VALUATION AND PLAN CHECK FEE o Bldg. Dept. [J Esgil PLAN CHECK NO. ~ Z> -'-1'1 '{ i?E't BUILDING ADDRES~ \9;25 P,::i_,loma.-r APPLICANT/CONTACT G. 11,1.,,~ &a lf-s -t//4 v I PHONE NO. (epo<>?) '-1&:1 e--/a::>--_;i BUILDING OCCUP~NCY ,,_ ______ _ DESIGNER PHONE ------TYPE OF CONS'l'~UCT,!ON · _____ ____ CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER p _;,.;., ~ D Jn,,,,,_c; ; I e'5o 1 l f'.ee. -1'/~ hoi.u:-s €i>_ di 7~. ~;;)_/Ar.;:-I IL/, 3.3 \.) -= .. .. .. . .. . . . .. 1'~· .. -,> -,, , 'Air ConditioniniE: Commercial I @ " Residential (a Res. or Comm. Fire· Snrinklers @ ., Total Value Building Perm it Fee $------------------------'"-------- plan Che ck F ee--'$:;__ __ ..:..1-'-l _'1.:..., _"3-'3-----'','--o ......... , ~ ___ -_____________ $_..__I .... 'f_o? ___ ._°t_1'------ COMMENTS_:---------------------------- SHEET _j_ OF_/,____ 12/87 -·· •:::. I ,,, .... , . .-.' 2560 ORION WAY ~ARLSBAb, CA 92008 qtitp of Carl~bab FIRE D~PA-RTMENT PAGE1 oFL . TELEPHONE (619) 931-2121 · APPROVED )(_ DISAPPROVED PLAN CH ECK REPORT PLAN CHECK# A~-4CJ41P.::.v - PROJECT {!;J?l~,34,) C:f'r't'. ,Oc,,t i),,,1G, ADDRESS ,92,~ ;::,AL1)1AAA/€, 01'.11<.s l.oAy ARCHITECT0;4 t ( /y)G,tft/!,,V1---zT c'r;.-t.,.? ADDRl;SS V//r;E:Ju ;'f I f'J} PHONE owNERC)d.1 J ?-9:::r... tTf:!14,llE"5T ~>,..2-P ADPRESS . PHoEiv ,,v ,. A) OCCUP,ANCY, -'32 CONST. µj / t:/J<, TOTAL SQ. FT. l.J,l:;°; 719 PHONE STORIES 1tu<e:::l:? ' '9,-SPRINKLERED~TENANlJMP. /7~1.,t?cP,1,1lu(I.. ~.,ut;_T.,;-fr.,cJ7a,._t. A2u1 lJTl'ff=YL ;J._-z./1\,-011.;:,,,. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING co'RRECTIONS: PLANS·, SPECIFICATIONS, AND PERMITS __ 1 .. · Provide :one copy of: floor plan(s); site plan; sheets·~~------------------'-- _._ .2. 'f-.' 3. -......;....4, I • Provide two site plans showing the locatiqlJ)of all ei)stingyf~e t,ydrcJ;nts within5200 1te~t Qf,,t!JeAP.&Qject. , 1')£l./ I 5-c rf ..,,, r"tC. (llU ~ r-1 ll C<... t;::. ~ :;-;r,,., <. "I flrovide specifications for the following: . . . . • . . · Permits are required for the installation of all fire protec~ion systems ~ta.nd ~ipes, dry chemical, halon, CO2, alarms, ,hydrants). _,Plan must be approved l;>y the fire department pTi'orto installation. __ ·5, The business owner shall complete a building information letter and return it to_ the fire department. FIRE PROTECTION SYSfEMS·AND EQUIPMENT· .:.J. 6.' .The following fire protection sys~ems are requi·~~d: :?:-·rz _ • 1 -....ltJ Automatic fire sprinklers(Design Criteria: _t:J."---1. ~&~-+'P~c::.~---11,_,1 FJ,.__,._O~A~~L~?,__,,._ ___________ ) b Dry Ctiemical, Halon, CO2 (Location: • ' . ) . . D Stand Pipes:(Type: · · · · ) · D. Fire Alarm (Type/Location: ) ::::£._. 7. Fire Extingui&her Requirements: ! "~~On~ 2A rated ABC extinguisher tor each .(ri (ttrr.") sq. ft. or portion thereof with a travel distance to the nearest eXtihgUiSher· not tO exceed 75 feet Of travel, , ' . I . . . · , , , , . . . . IJAn e~tinguisher with.a minimum rating of · to be located: ___ · ___________ _ D Other:---,---~---------,------------,------------- _·_ 8. Additional fire hydrant(s) shall be provided-----~-----------------. . . ,¥-9. '-Y 10. ! '1. 11.. ·E,XITS E~it doors shall be openable from the inside without the use of a key· ot any special knowledge or effort. A sign stating, " This door to remain unlocked dur.ing· business. hours" shall be placed above the main exit and doors £,ci:f:1£?),...t LCPLI )l .. .__tL~ /<t:""/ Ql?&Yl A:17:=J:) ,r)M, -i i?,01 ZS EXIT signs (6!' x ¾" .letters) shall be placed over all required exilts and directional signs _located as necessary to . clearly·ihdicate the location of exit doors. GENERAL ~--12. Storage, dispensing or use o_f any flammable or .co.mbustible liquids, flammable liquids, flammable gases and · hazard?us chemicals shl;lll c;:omply with Uniform Fire ·Cot:le. _._13. · Building(s) not approved tor high piled combustible ·stock. Storage in closely paeked piles shall not exceed 15 feet in height, 12 feet on pallets or in r~cks and-6 feet for tires, plastics and some flammable liquid$. If high stock pil- ing, is to be done, comply with l,Jniform Fire Codl3, Article 81. . ¥--14. Additional Requirements. ffi ?ea. O!<t· 6,,,. ,~, 41 d/hJV ·[J tfee !<. &(l e 1 1 /A, 1 D s. s, ._... I . y742 _!,J 2-L(.n-l s 1,f,..:::i.;".i"' S];-7" 7:-Jn ___ 15. Comply with regulations on attached-sheet(s). Plan Examiner '. <: L ~JL -r . . ( Dale___:./._.r)-4/'-"--, '"-?.,_,,'-· ,.!-/.+,0=-_-:'.',__, __ _ I , • -' . \ , ' ' Report mailed to architect ___ Met with __,, ________ ._,--_. , ___ _ __ Attach to Plans ·i · , Certificate of Compliance (Part 1 of 2) Prescriptive Approach/Performance Approach Strategy · General 1 CEC Occupancy Type • • • ; • • • ~'W 2t6 J?: 0 ff1Gi$ 2 UBC Occupancy Group/Divilion • • • • • B-2-- 3 PackageSeleclld ••••••••••• PF:e.Ii?eM,o)GiS 4 Gron Conci1lonld Floor Area • • • • • • ~f2;5 ·ft2 Roof and Roora . . · 5 PropoHCI Roof/Ceiling Rt (CF-2, CF-3) • • 2'.2-90 hr.f.ft2/BIU 6 Reqund RooUCeiling Rt (CF-2) • • • • • tJ/A hr.f.ft2/81u 7 Propoaed Ellllrior Floor Rt (CF-2. CF-3) ; • 14, 6f hr-F-lt2/BIU 8 Required Exterior Floor'Rt.(CF-2) , • • • • '4A. hr.f-ft2/Btu . WIiie .. 9 PropoHCI Opaque w.a Rt (CF-2, CF-3) • • 1.5,74 hr-F-ft21Btu 10 Wall Heat Capacity (CF-3) •••• , , •• ~ Btu1F-ft2 11 Required Opaque Wal Rt (CF-2) • , • • , -.JJ./A-hr-F-tt21Btu GIIZlngln Walla 12 EXl8rior Wall Ama (CF-2) • • • • • . • • • ~ tt2 13 Total Glazing Area (CF-2) • • • • • • • • ~ tt2 14 Pn,poaed Tola! Percent (Une 13 / Line 12) • ?>817 'tit t5 Average Total SC (CF-2) • • • • • • • • ~ · 16 Allowed Total Glazing Percent • • • • • • .J¥!'--% 17 West Exterior Wal Area (CF-2) • • • • • ·i ft2 18 Wnt Glazing Arva (CF-2) • • • • , • • • rt2 19 Proposed Weat Percent (CF-2) , • • •. • • . % 20 Average Welt SO (CF-2) • • • • • • • • . · . 21 Allowed V/tst Glazing Percent • • • • • • . 'tit CF-1 For Enforcernont Af}ency Use Only Signu,rv and Rlgillralion Stamp Dale Field cheaaa sy Approved By Performance Approach Dallil Date EnergyBuclQ,t . 1 CEC Occupancy Type • • •· • • , • ·.~'E 0fflG};t . 2 UBC Occupancy Group/Divllion • • , • • B-.z. 3 Concilloned Floor Area •••••••• ~425 ·ft2 4' BudgetTable ••••••••••••• ,;2..-5312 5 AlowedEnergyBuclget{WS-1A). , • , • 102,'l k8tu/yr-ft2 Calculated Annual Energy Conaumpdon 6 Approved Calculation Method , , • , • • k'I)t:::1-:2. 7 CEC De~gnation • • • • • • •. , , • • .CP:2.. 0 8 Multiplier ••••• ~ •••••••••• Lo7 f Eatlmatecl Enwgy U•• . 9 Healing • • • • • • • : • . • • • • • • • l • q · k8tutyr-tt2 10 Cooling • • • • , • • • • • • • , • • • -~ kBtu/yr-t,2 11 Fan• • • • • • • • • • • • ·• • • • • , 1 S I k8\U/yr-ft2 12 Lights • • • • • • • • • • • • • • , • • 57, '?,, kBtutyr.ft2 13 Ml,cellaneous Equipment • • • , , • , • --12.ti.. k8tu/yr-ft2 14 Total • • • • • • • • • ••••••• , ~-k9tu/yr-ft2 15 A(4. Total Energy Uao (line 8 xline 14j •• J,Qj.:&,.-kBtu/yr-ft2 Compliance Statement I t,)C.L. HOL.,-.. Glazing In Roof (CF-I} ·· Proposed ' Allowed Genenl. The proposed building ,represented in this set of complianco documentation is consistent with the other compllanco forms and worksheets, with the plans and specifications and with any other calculations or computer runs submitted with this pennit application. Pwformance Approach. (when applicable) The energy performance estimate pre-..nted on this form was calculated using tho apP.roved calculation method indicated above and with the CEC establishecl fixed and restricted engineering inputs for the applicable climate zooo and occupancy ty~. 22 Skylight 1 • • • ~ • • • • • :ft ft2 Preacrlptlve Approach. (when applicable) The proposed bullcing has ---been designed to meet the requirements of the Alternative Comix.>nent 23 Skylight 2 • , • • • • • • • ___ ,___ ft ft: r~· ind!C&led above,~ lhEe ~ppropriate occup~cy type and climate _ 24 Skylights •••••.•••• ---11---/vt ~ ~r iii iii!:::::===== =-=~=_-=_-=_ E r:~~:=GJ?Fif;;l~~;. 29 SkyUght 8 • • • • • • , • • __,......__ ___ ft2 Name/litle . - Ughtlng(See Part 2 for Additional Perlormance.Specilications) • t?flb ~nlu.Jef.?C Cbfft;:fA-TicyJ 30 PropoMdA4ualed LPQ (CF-G) •••• , • J.J Watl!lft2 t1~; Com_Ely : · · · .: · : · 31 AllowedLPD(CF-5), •••••••••• 1,7 Watts/ft2-_ . :q,4'L ij.1--4:--rtt ~Il:$[ . · · .' HVAC ISH Part a for Additional Fwrformance Specificat1on1) Adclres~ · · · 32 .Pertonnances.tSelecl8d •••••••• b1jA · · · fl:w:t\X Af--tWN-A r6S"Ol(o 33 PropoHd Fan Wauage Index (CF-4') • • • • 04; Wausnt2 City/Stqte/Zip ' . , . . 34 Allowed Fan Yf'.attage Index • • • • • ! -~ Watlllft2 ~Z;:4~b -, (J 40 C.. ~ 0 l ~ \] \ 35 Proposed Cooling Power Index (CF-4') • • 2-BtuMt2 Telephqne Calif. License Number "" 36 Allowed Cooling Power Index • • • • • , Btuh/ft2 · · ._ .l. 37 Proposed .. aling Power Index (CF-4) •• , 14:,S'.2 Btuhl1t2 36 Aaowed Heatin Power Index.. tuh/ 2 Fonn Reviled September 1986 ... --- ~ : ,' , Certificate of Compliance (Part 2 of 2) CF-1 For Enforcement A'lfl«:'l·UN Only checked By Dall · Bolh ~ one and 1WO of tis Ctr111catt of Compliance muat be lncludld with .each builclng permit application for the above noted builcing and appear on lhit plan11ubmilltd tor apsxowi!. The ~-fNIUrN and N!(IUlrementa re~aented on lhe Certificate of Compliance are ~ate to adileve . ~ wit1 the MOOnd generallon nonmidlrilial 4!lf*VY ltllndirdl tor the buMdng refentnced above. The buildlrig · features and requirements ant also__,._ tor an, ~allllrdana. mocllcalionl or adrillona to fll building, o..1gner·ar.. 121ctJ1>Y 8 ~ ,:,:pg . DNlclnSTwo Name(Piinl) --·----------&---------- Additional Pertorm:ance All,roec:h $trategJ Speclflcatlont Lighting ! .. Name (Print) TliieJcompany Nam• Dnlgn•Four Name (Print) TriJiloompany Name · Signall.We Enforcement Agency signature Name (Print) HVAC Da Date ba1e Page_ot_ . . Mandatory Measures Checklist . , Envelope Measures - ; /·., [ J Cdldlnauldan.-.llilper2-S311(a). , • , •• :-X-7 c 1 · ~lion lna1lled III mNC ..,_...-and.... A--:Z. denlily requinlmlnll of 2•5311(b) t o O o o, O t O O O ,_.......,_ ,.. ' For Enforcement Agency UM Only CheckedBy, Refwencl . Con1tructic Docurnent [ I PholOcel MrllOl"I wilh. dffuq CCMI' and . • \ / A . no opaque cowr per 2·5319(•)5 , , , , , • • • • • • ~ [ ] Mlnufllc;anr'1 lnl"1.ledonl provided 9or laatallalion andcalibnllion per 2•5319(•)1 o t I O t t o o I • o o _....,_ l I ~ 1nttii11a11on of contro11 lncludng Hl'IIOf' location, Clt1ltlcation of inillal calibration and cor11rol of luminllirn [ J UrN~tDlln~lllnlCIIN /. . onlywithinayWt--per2-5319(e)8 ••••••••• __,_ per 2-5311 (c) I O O O O O I O I I I I O I I I I I O O ~ [ J vw. QI' IUdble malfunclion *"" per 2•5319(g) 0 O• O --+- , ( J ~lnlulllon epNilld M per Na13 , , , , , , , _iJ/J... c I N11nllhdon1a,,...-,a..,,.a1ca11onof . Occupancy Sensing Devices (when 11111d marwfacued doot'l and windowl and'"'* If. 7 applicable) ••lnO ~ ..... 1111pp1ng • per 2-5311 • • • • • • , o • Lighting System Measures c 1 =::-2~~~":'~~~-..... J/4_: . -S~ f.L~t-C J Tine dllaya to ,,,.wnr unde....,. cycling C J Certified~,. 2-1314(1») • • • • • • • KMM:z ~ 2·5319<•)3 • • • • • • • • • • • • • • • • •• · • $ [ J •ldlplt..,.trmrofwl•ido"d-per2-5311(8), • ___ [ J Vlllbleorauclblemalfuncton~per2-5319(g) ••• [) Mlnulll1wilc:N119,,_.,, __ ..,,.,_2-a11(b), , , --+--[) Umlllonemiuion1perexcepdonlto2-5319(e), , , , . [ J Reductbl of lghMng load ID II INII one half per 2-5319(0>: QccupeilcyMMOrSorprograrnmMlle..,,.. . HVAC and Plumbing System Measures , . .-...,, meedng'CEC crillrill..., ___, •.......... ,_...,__ ' . I /, ~ [ I Sepanllt awltdil:ig of.,._ pM' a-S:Ul(d) , • • • ~,;---[ I . ~ lnlulelld: u required ~ 2·5312 • • • • • • • • ~ [ J s.r-awildliiigofdllplfandwlwelghtlng [] CertilledHVACeqLipmentpe,2-531,i(a) ••••••• ,N)-5 in iwtail and wholalllle lW per 2·5319(11) • • • • • • _..,__ [ 1 Certified plumbing equipment per-2·531,i(a) • • • • • • » /e: C J Autcmallc conl'OI of clloi. llahtlnll In l'llllil · [ J _u-.-• coo11nO-·~t •llcienot per 2-531.c(b) • M ,t=s and whojHlle --plr 2-5311(hl • ,, • , • , • , , , -,;---~-.. _.,,.,~, -- ( J Tandlm~of---andlllN _,_.. .... per 2•5311(1). 'o t O O t O I t I O O o I I I I I O I _...,__ ' Daylighting and Lumen Maintenance Controls (when applicable) [ J Unifonnlylwninl*"'·~-onHllf ., /, P.,2•5311(e)1 • 'o O O t O O O O O t O o O O O O t t ~ [ .J Flckar frN operdan and no ........ lamp fllilunt- pe; 2-531~•)2 • • • • • • • • • • .• • • • ~ • • • • ---l--- [ J · Time delays IO ...-C uncla ......... per 2·5319(•)3 ••••••••••••••••••• -i--,;..- [ ) Slip awi~ .... wilh 1111••1 bH 111ft . on/off ...... ,. 2•5311(•)4 O , t O O O O O • O O O 0, o '9~, +--- [ J Plodll1ignllionofguappllancNper2-5314{c). , •• w\-''5 _ [ I Aulamallcconwla9oro8-hourlper2-~15(a)1.,., ,M·':2 : l J Thermo11at set po1nt ,-qu1nmen11 per 2-5315(1) • • • • ¾E lt;tl'J r J s.quenMaa coo..oi of 11ea11ng anct CIOOlng ,. 2-5315{a)3 • bl· 1 • '5 [ J Auearnallcellhau1ttanc1amper1,-2-531S(b) ~ •••• !k5 I J 'Thennolllll conrda for NCh zone per 2·5315(b) • • • • tr:1 • \ • 2 [ ] Venlilalion prcMdld per 2·5318 and 2·5343 , , • • , • ,lk 1, 2 , l J HNllra '°' dome11ic hot~ anct1or poo11 per 2-5311 • ~ Page...;.._ot_ Envelope Summary Form and Worksheet (Pa.rt 1 of 2) CF-2 , CAeL£,1,Ap Q fflC,J:$., For Enforcement Agency Use Orily P~Trile ... Roof A Roof Type ::c Total B C D Propoaed Area/ . Area A-value A-value 1"7./,,,"Q :2.~_q,1.. Tolll Average A-value ! 23,q4 Col B/ Col D Glazing in Roof A B C D Surface Area Type Nor1h Eat Sou1h -----------~ i..-- ~ Exterior Wall Area Dalt E West ---~ Checked By Exposed Floor Area/Soffits A B C D Floor/Sofflt Proposed Area/ Type Area. A-value R-value T l'7hO'l Jt,,,'2. _- ' Total Total Average R-value ! I b, :z.. ColB/ColD F. G H Horizontal Total (At) Proposed U-value Prorcsed ----,,,--~ :..-- ------...-- Tota! A B C D E F I Eat 1W Fom, RtviHd September 1988 Date ----- Page_of_ ' ,,.----..,._ ~Envelope Summary Forq, and Worksheet (Part 2 of 2} CF-2 Oocumentalion Al.nhor/Finn ·Opaque Exterior Walls and Doors A B c D E Surface Area Wal Not1h East Soulh West Type (An) (Ae) .(As) (Aw). /,\-I tit/Jr.,, 'Z.I /'~ II I u 'Z?..~~- IJ ·IJ_ 9'24 24-l"n l2on '24'24- Totals Glazi.ng in Walls A ·a C D E Surface Area Glazing Norlh· Eut South Weat Type· (An) (Ae) (As) (Aw) ~-I I IYJ~ .~1;2. /'52'¥ ~~f>.<f' I " ·. ·, Talala Form Revised Septem_ber 1986 For Enforcement Agency Use Only Checked By Date F G H J ", K PropoHd Wall Requirement Total Heat A-Value A-Value (At) Capacity (Rt) At/Rt (Ar) At/ Ar '71411'· . JI,. r; I ~£fl \ \ ;nnfJ \ Jt:; ? 'h 4S~ \ \ \ \ \ \ \ \ \ \ " \ \ \ \ \ \ . , \ '\ \ l41'Yr Total ~99 Total \ Proposed .. Required · .. Welghl8d Awrage A-Value I I$. 7f l ColF/Coll' I I CQIF/ColK F G H. J .· K Glazing C~rislica . Weighted Averages i Total Total Area West Area Total Area (At) U•Yalue SC x U-Value xSC xSC ~Cl\?.~ .'5~ • ?-n I'\. '\. "' '\. I'\. '\. "\. '\. ' "\. '\. '\. ,~~n ... ~ Tocala .. '\. U-Value West SC Total SC Averages l ,'5~ l " ¾ l • 35" I ColU I.F Col J / Col E Col Kl Col F Paga_ot_ · Energy -Budgets Workshe~t WS-1A For EnfoRl8rnent ArJ&rq Use Only · ._;,,-Docunenlalion Author/Firm Chiaecf By Date · Summary Data 8eoond a.n.allon 8Canclarcla Oooupanoy TJP" 1 Concllioned Floor AIN • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~g.2.5 tt2 2 TOIII Alo#ed ~ u.. • • • • • • • • • • • • • • • . • ~ ·. • • • • ~ • . • . • • . • • • . • . ~L, 180 kBtu,yr 3 Energy Budget.(Llne 1 / Line 2) • • • • • • • • •. • • • • • • • • • • • • • • • •. • .• , • • • • , • • • _10':L • ':f. kBJU/yr-ft2 Flrat Generalfon Stand .. Oooupanor Tn- 4 Cortcitlonlid Floor AIN , , , • , , , , , , , , , , , , , • , • , , , -· • , , • • , , • , • • • • • • ~ tt2 5 T olll Alo#ed Energy U• • • • . • • • • • • • • • • • • • • • • · • • • • • • • • , • • • • • • • • • • kBlU/yr 8 Energy Budget (Line 5 / Line 4). • • • • • • • • • • • • • • • • • • • , •. , , ·, , , , • , • • • • • • kBlU/yr-tt2 · Second Generation Nonresidential Standards A C D E F G H J Concidoned Total _ Lighting Adjuatment ~Ulted ADcwed Croll-Seo-Concilioned ~y Energy Ene~ ~ ~ tional Floor Area (k~, !Allowed LPD . P~• A Col F -Col G B~t Collx olD . Type AntaofStoll for Catago,y · (from CF-5) LPD Reqm. x 38.0 ColE+ColH (kBb.1/yr) p, ... ,,_ c>~ l ~T"f= :inoi 1-, 4(.-,6 l"l,.4U-!=: 10,t;, ·~ l ':Y.L -,.,, ·R-2 1-,-1 ll'-. . j;J.n-,r:> 1t.:":l,.i:;o -,t;_?,a:::;o 10 in/ i t..i:;135i_ P.~2. •'?.l)h i=. nri() 1/~ 1-.tD 11...'.'°'IO . ID J tJ' / L.-r7Llr . . . .. Tolll .,(~ ,f.-,.::; . Total Allowed Energy . First Generation Nonresidential Standards B ·c D E ' .· ~ Allowed ~ . l;)elc_rjption.' Floor =~ E . · Roar Ni.anbar NH eoic~'&c ; . Tolll . TOIII Page_ot_ Construction Assembly Compliance Form CF-3 ~@/:,6?}Q fJfft?e ,Bia For Enforcement Agency Use Only Chec:Juld By bate General Information · 1 All8fflbly Tyl)4t ancfNumber • • • • • • _.. • • • ·• • • , • • · , • • • • • • • • • • • • • , , , • •· , • ...:;lJ;:..,',-t:::'--- 2 Ftarning Type •• , • • • • • • · ••••• , .••• • •• , , ••• , • , ••• , ., • , • , • • • • , • ....._,,,.,---_ 3 _Fnuriing Size • • • , • • • , • , • • •. • • , • • • • • • • , , · • • • • • • , , • , • ,-• • • , • , ~1-F>-- 4 Framing Spacing , • , • , , • , • • , , • , , , • , , , , • , , • • • • , • , • , • , , • • • • , • inches 5 Insulation in C.vity • • • • . , , , , • ~ • ·• ~ , ·. • , • , , ,. ,· , , • • , • ., • • , • • , • , • , • , • · 0 F-tt2-hr/8tu 6 · Elfac:tive R·val'"9 ol·Cavity/Fnunin9 • • , • · • ·• • , • , , · • , • • , • • • • • , • • • • • • • • • • • , J / tf20 F-ft2-hr/Btu --------------+i ~~-----,-......-t-,-;-,-~)· Sk_etch of Construction Assembly List of Construction Components A 1 2 3 ' . ·,' ,5 G . 7 1 . . ONC:riplion · · .M:' 4fANOgeL ~Ltl'h • , 1]0 {@lanorJ B . /1,·tltJ .9!, ,9p a To'-R·Valu• w/o lilm1 : • • • , • • , • • , • , • J 6, ?if ~ IMicle sumac, u filJn • • , , , , ••.• , • • • • • ·_ 5 ~.{,f,, ,,-10 Ou"'."9 surface~ file • • • • • • • • • , , •.• ('.. '* J] '-~, 11 Total lhennal ra111fanQJ (Rt} •••••• , •• · •• ·• {0_2-L ) 12 U-~e (1' / Line 11) •• , ••••• , •• , •.••• _ ,.(}l, Fann ~vised Seplamber 198& C Wall We ht (lblm, -~ 4.1 le 0 s .lie r:!t (Btu/F-lb) · Total HC E HC ColC xCol 0 (Btu/F·sf) Page..,..._ar_~-- ... · Construction Assembly Compliance Form .. · . . ' ' .. CF-.3 For Enforcement Agency Use Only . . , tAt¾fuD [f:flf;G {slJ;)y . . . . . · Project fiilt . · · · / . I ~ . J?. P. fBage mW ·,,Jt. ef to5rftt> · 0ocum4"tta~on Aulhor/Firm . · . Dal8 1 ' Checked By Date :._. ___ ,.,: ----~--------~-~""""""'-------------------General Information 1 · A..-mbly Type and N1.1mber • .. • • • • , • , ~. • • • • • , , • •· • • ~ • • • • • • • • • • • • • • • kJ -( 2 ,Framing Typt • • • • • • • •.• · ••••• , ••••••••• -• • • • • • , • • • • • • • • • • • , ~ 3 Framing Size • • , , • • • • • • • • • • , • • • , , ~ • • • • • , • • • • • • • • • • • • • • • • 4 Fnuning Spacing,·. •. • • • • • • • • • • , • • • • • • ., • ·• , , , • • • • • • • • • • , • • • • • • inches 5 Insulation in ~vity • • • • • • • , • • , • • ! • • • ·• , • .• • • • • , • , • • • • • • • • • • • • • o F-ft2-hr/Btu ~ Elf,c:cive R-vu,e of Cavity/F~ing • , , • • , , • , • , , • • • • • • • • • • • • • • • • • • , , • , /I, i:?c? F-ft2-hr/8tu /, ,,,,-·-"' •'/ \-._/ Sketch of Construction Assembly List of Construction Components A ~ C Wau we· ht D•acrlption · R-valu8 (lb{I> 1" u~~,r~ ,ll ' //,,4:f 0 E S "fie HC ~t Col C X Col D (BtulF-lb) (Bb,iJF-r;f) 2 /!IJ<. ~~~ ,~2 re 3 I?:· ll @:1~,Q l~be!I~ ll, e.& .4\ 4 -~l& ~~ .2~ 4~~ 5 l '' ?. '{f... 80. 1.::1t:Jfc=@:: ,9(2, 6 FS/f;.1' tt 1 e. -~Q. I /::I., z.~ 7 11,±3 i,; l& 8 Total R-V,.iue w/o filma • • • • • • • • • • • , • • Total HC j ,(/b $ Inside surface air film' • • , , • • , • • • , ., ~ • , . 10· Ou~ surface air file • • • • • • • • • • • ,. • • • . ,iT ,,., . .... l2 ,2f? , 11 Total lhemtal resislanel8.(At) , • • , • • • • • • • • . . "----;' 1~ U-~e (.1 / Une 11). , , •••••• _, , , • , • , :-· ~~(;6 Form Rtyi1fQ ·September 19$6 Page_ot_,_ . Cf-~3. for Enfon:ement Agency UN Only Checked By General Information t A..-nbiyT~and .........•••• ~ ........... I •.• ' , ••••• I •••••••••• -~~- 2 Framing Type • , , , • , , , • · , , , , • • , , • , , . , . , , , , , • • , , , , • • , , , • , , , , , ...x.~- 3 Framing Sia • , , • • , , ••• · " •· ~ ~' .• .• ·: .•• , • , , ,. , • , , ., ~ , ~ , • , , , • • , • • • ~~- • Fnarn1ng Spacing • • • • • • • , , . • • • , , • • • • • ·, • · , , • • , • , • • • • • • • • • • • • • • inchn , . lnaulalian in C.vily • • • • , • • , • , ,. •. •. • ·, , , , , , , , ~ , , , , • , • , • ! • • • • • • • • F-ft2-hr/81U , en1c1iv•R·.,. o1 c•n:.-.n1na • • , • • • • • , • • • • , • • • • • • • • • • • • • • • • • • • • llo, ·oe F-1t2-h!1e,~ -Sketch of Construction Assembly List of Consttuction Components A .. , .. ", 8 . A-value ·,2} . . ze,. pi;·· ' .. . •'•<J" ... . . . . . , ' ... / C . Wal w,· ht (I~) 2.icz D s 'fie ~ (Btu/F-lb) E HC ColCxCol D (Btu/F-1f) ., ,9;; ' . . ,·.·ett~ _'·. -,--i,H---· -_____ _ ' •' :7 >.,.,. ' . .. .. ..! • • ,·.· J,, e -. TOIII A-Vu,e•o liml •• , .··• , ~ :. ·~ • ~ , ·:' ~-: :z;, .( 6 '. _· .. ., I , . • ,/J 9 I~ aurflcl-, film • ~ • , ,.· • , . , ~ , · .... ·;, ·• , . . . , {g c., ... Oullidlaudaol~ale ••• ---~~ ·• ,.-•· .• ·.:, : .•• -~ · .. ·_ • :(7 · . Total~ "lil&lflee (Rt) ••. , ,. , • ,·: , ~-~ ~ , .. ,?l, 9± . 10 (', ~ 11 12 u • .,... (1' Unt 11) ••• · ••• ~: ;!:· ," •· :, ,· • : • ' .•.. ·· .;, ~ 012.- ·: ' : .. . ',., .. , ~-. _,-.. ,.·._·.,_ }·:·· Fonn ReviMdSepltffflPlf 19'& ·. · ·. .. _._: ., . .._ . . . . . . '~ • • ',,'-, • I• ,, Total HC Page_Qt~·- · Construction Assembly Compliance Form CF-3 • H f&¼--·==-• For Enforcement Agency UN-Only . bate · General Information ~1 AIIM'l'lblyTypt1anc:IN~ ••••••••.•••••• f.L...o.o.e. •••••••••.•..••• :. f--1 . 2· Fta'l'linQType •••••••••••• , •• , • • • • • • , • • • ,. • • • , • • • • • ••• • • • , , b:VA -4 . Flllll'ling Spaci"9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • .• • • • • • , • • • . · inches 3. Ff'llftlll,g SlZII • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • • • • • • • • • • • • -~ 5 I~ In C.vlty • • ,'. • • • ·• • • , • • • • . • • • • • • • • • • • • • • • • • ~ , • , , , , , , , F-tt2-hr/Btu 8 ~ffllctive R-value of Cavtty/Frwnlng • • • , , • • •. • • • • , • • · , • • , , • • • • , • • • • • • • • • . F-tt2.hr/Btu ~ -.....: ... . ... .. ~ ,. . ~~-----.. Sketch of Construction Assembly List of Construction Components A 1 2 3 4 5 8 7 Wl-1,J Cp1L/N~ \ B . R•vakle ,55 8 Total fl-Value w/o films • • , • • • • • • • • • , • ) 3, bO 9 Inside aulface air film , , , • • • • • • • , • • • • _ ~-6 2 - 10 -EMlidt aurfaol air film a a I• a , a a I I I I I I a a I ,:6 z.. 11 Total '*"'81 reliatance (Rt) • • • • • • • • • • • • / 4,. fJ4, 12 U•(1/Une11) ••••••• , • , , ••••• ,067 Form Reviled Siptember 1'986 0 Wall We' ht (lb,'f') D SP!)cilic Heat (Btu/F.tb) Total HO E HC ColC xCol D (Btu/F-$f) Page~ot_ HVAC Power Indices Summary Form and Worksheets · CF-4 For Enforcement Agency Use Only Project . . '--.,../' Documentation Author/Finn Data Checked By Date summary Data 1 Concllionld Floor Alea • • I • • • • ~ • • • I • • • • • • • • • • • • • • • • • • -. • • • • . • • • ~ ~2-5 tt2 2 Toll! Fan Walla During PHk Cooling Conditions (from Worklhllta ~) • , • • • • • , • • • , • , , • • I , 8 7 kilowatts 3 Filn wanage lndeX (Line 2 x 1000 / Une 1) • , ••••••••••••••• , ••••• ; ••••••• ~ 04 Wattslft2 4 Total HVAC Splem Energy Ouring Peak Cooling Conditions (from Worksheets below) , , ••• , •• , , • 564.0 kBtu/hr BIUJhr-ft2 kBtu/hr Btu/hr-ft2 5 ·cooling Power lndex·(Une 4 x 1000 / Line 1) •• , • , •• , •••••••••••• , • , , • • . • • • • IL 65 s Total HVAO Syallm Energy During Peak Helling Conditions (from WorklhNta below) • • , • • • • • • • • 6 73. 5 7 HeatingPowerlndex-(Une8x1000/Une1) •••••••• , •••• ·• •• , ••• ,., ••••••. 14._10 Fan Energy A B 0 D F G H J Brake Horsepower Motor x Drive.Efficiency Peak kilowatts . EquJ!,Tnt Healing Conversion Number Delc:riplion Cooling Cooling Heating Factor Fans Cooling Heating ~'J:=-, ~o'PPLY FA:-.J 2 Hf>.· ':2,. I-fr" ,,BO. • f30 0.748 I 197 1,87 0.748 0.746 0.7..S 0.746 0.746 0.746 0.746 0.746 Total kilowatts l.0i -L-"7 Heating and-Cooling Equipment B C D E G . H J Cooling Heating • Equ=nt Design Conversion Source Design Conversion Source Description Output Efficiency Factor kBIUJhr Output Efficiency Factor kBtu/hi' na All Fans ,.~7 na 10.239 l q .I I.AI na 10.239 I <f. I, . From 'Worksheet Above 1~,~ ew POMP5 :1.)(L6HP .Sb "7..l.3i; ?.-..66."=> .. -----. '13.; I . p,,.,,, ct:> --.--51'.l. ).,JR)J 1/, 1o.1i1)i\ 51:2.. Ci-I . l"t'Y'JL11.J(".,. '7'nJ/r4) ·J:,& . .,: I~ HP .Sb "7 • .63.S ,-:i.~,2.. --. --CT-I II . Ii PVHP I Y'l...iiP .P,CJ ?, /..,?J&; 14-, 3 ----HP--11 Hl:ki Ptl1'1.P l."Wr1t~ 2,d.'l~ 11,~ri, ,r\ 10,,-.3q F5q,4,. 2.><3. J L.-'W /1-.JPIJT'\ i'(i.:2,3q 63.,::; lt'F'-i4<£;; . tt"Gki--'POMPI'-. ..... ~, I?.}{ I .:1 itW Llu .. 1Pr1'T\ . lr>,?.,..:,(i ~&-.,q '3xf.51AV l/u.l~r,-\ ,I,, .'l..$ '¼ 4-G, I .. . .. -, HP-,., 1-hu .. -r-thM P t~Au I"'.! V/.'7~ ; I, -J1ll.7-r) .I n,i,-,,q oA..s:ti 11-~ l,b IA.I. /.t,~0()"1"' l0,1?A 10,2 ~ " ; Total P:::e....:J..,0 Total l::>'7~ &:j' Fonn Revised September 1986 · Paga_ot __ • • •• , , ............ , .......... ,, ........... , •• ,_,._.,~.,..,, ....... ~,..,ft~ ...... ~ ..... -..... ~ ........ .., --~--------------------------------------------------------------------------ADM-2· Energy Analysis Model V4.0CF) Pc\!;te l INPUT DATA Source Listing 8/11/1988 6:32:36 In= CRLStD2.DAT Out= CRLSBD2.0UT Wthr~ SANDIEGO.BWF ---------------------------------------~------------------------------------- System -%one matrix***** Air system# 1 serves zone: 1 2 3 ***** Building Description***** Title: COMPLIANCE OFFICE· BLDG -CARLS~AD OFFICE BLDG Number of zones •••••••••••••••••••••••••••••• Building azimuth (degree from north) ••••••••• Locatiop of building: Latitude··········~···· LcHlEI i tLtcle~ ............... .. Number of national holidays in a year •••••••• N~mber of vacation periods in a year ••••••••• Number of standard days in a week •••••••••••• Number of operational schedule sets •••••••••• Number of air distribution systems ••••••••••• Wall~ cl~rtsi·t;y ............................................. " .. .," .. " li:oof density .................................. . Wall ab~orptivity •••••••••••••••• ~ ........... . Roof absorptivity ............................. . Construction type: 1 Light 2 Medium 3 Heavy :U.7. :f.7 H 0 5 j_ :L :1.0. 50 lt.60 • 70 • 50 :I. ~------·----------------------------------------------------------------------f.rn1v, ... 2 INPU.T E~,rgy Analysis Model DATA Source Listing V4 .• 0(F) In:::: Cf~UrnD2. DfH Out:::, CRL.SE!D2.0LJT Wth ·r:::: ***** Zone description (part 1> ***** Conditioned floor area..... • •••••••• Ji:oc)i"° a·,~ea ... ,. •••••• ,. .......... ,. • ,. ...... ,. .... N ..... . Ground floor area......... ••••••••• •• Exterior opaque aTea ••••••••••••••••••••••••• Interior wall area....... • •••• Roof f~·-·vaJ.uE~ ••••••••••••••••••••••••••••••••• Ground floor R-value •••••••••••• Ex ·tt:n' i c>·,, <:> paq ue a 'l't:ia R-vc'\ J..ue ••••••••• • •• Interior wall R-value ••••••••••••• Window area: North ••••••••••••••••••••••••• L=::as·t South a a M a • N N N N N N N ' N M N ,. . . . ,. . . . . . ,. . ,. . .. . .. . .. .. ,. . ,. West; .................... " ..... " ........ ,,"" Window U-value ••••••••• • •••••••••••••••••• Floor type: 0 Slab 1 Crawl •••••••••••••••••• Temperature of adjacent area........ •• •• Adjacent zone number ····~········~q•••••••••• Exterior wall area: North •••••••••••••••••• ·East Sou·th • NH M ,MN N ff N ff N N N NII H ff NII NU Wf?1:.·t •••••• Exterior wall R-value: North ••• South West N N N k H N N N N II N H II N II N H N N N NH HAN II NH H II If H HU Cf.~i l i n~t hei ~1ht •••••••••••••••••••••••••••• Shadin~ coefficient •••••••••••••••••••••••••• Nu~ber of occupants•••••••••••••••• •••••••• Air infiltration rate •••• -~--••••••••••• Equipment sensible load.... ••••••• •• Equipment latent load ••••••••••••••••••••• Operational schedule set-~············ Paff€~ 2 8/11/1988 6:32:36 S(.:)J,ll)J:E::cw. E!WF J. 2Lt,.~,.~(',5 • 00 BlJao. oo 99:L 9. 00 .oo .oo :1.,.1. 94 :lJt. 8.lt .oo • 00 1.00 .oo .oo .oo :I .• 06 :1 • • oo 0 LOO .oo • 00 • 0() 15.74 .oo .• 00 .. 00 9.00 96. ~)0 • 00 ....t :1. aa9. 96 .0() j, ~ I: _-• -.. -• --- ADM-2 Energy Analysis Modal V4.0(F) Patlf:) 3 I'i'IPUT I>f.~i"A Sou ·,·c<w L-:i. i;; ·l; :i. n !~ In=-CRLSBD2.DAT Out= CRLSBD2.0UT 8/11/1988 6:32:36 Wthr= SANDIEGO.BWF ***** Zone description (pa~t 2) ***** Lighting level: Type 1 Typf:) 2 Type 3 Typf) 4 N N II N a N a N N N N N N N N N N h N N N N N N N a N N N N N • N • N • N N N N N N U N u U Fraction of lighting goes tu heat: Type Type) Typ<i·) Type) 1 ,.) c.. . . . " ;3 i+ . .. " . Ligh·t. ·,·educ·t. f·rac. due ·to d.;\yl.i1;1h-l:;:i.n1a ........ .. Overhang: North Extension •••••••••••••••••• No·rth Nc>·rth Ove·rli.:-\n!~:: Eas-t; E,:\S>t E.:\St Clve·,•hanfr: South Sout;h South Ove·rh .. "1.n!~: Wf:lis·t W£~s,t West; S:iclefiri:: Mcn•th Mo·rth J,j Cl'/' 'j:: h Side fin: Ea1;;t East East Siclt:d:i.n:: !:>e>Ltth South St)Ll'Ch Sidefin:: West Wes, ·t We!~t l·ieigJ,·C ............................. """., -Window height •••••••••••••• I~ X t(~l"lS i OJ1 .. ,. ........... u ••• u .... u ,. u t·I €·~ i ~l'h t N .................... ~ " " " ... ~ .. Window height.µ.~ .......... . E:. X t£0:,l")1;) j_ 9:11: a M • 11 N • u • -• n • .. u a u • u u Height ...................... . Window height •••••••••••••• Extension•••••••••••••••••• Height•••••••••••~••••••••• Window hei[ht ·····-········ Extension ••••••••••w•••••••• W id ·Cl"l ,. •-,. Ill • N 1t a M • u 1t ,1 N a M II u '* H 11 " 1l W :i.ncl C)W w·i d th ••••• ." •••••••••• 1::: x ·te11~s. i 011 .......... ,. ....... " ,. .. ,. " .. " ., w i cl t.:tt N a N N a N a N N M .. M II N .. N a .. M N II M N Window width •••••••••••••••• Exte11sa-io11 ............................... .. Wj.dt;l·1 .. ,. ......... , ...... ,, .... ,.MHAIIIIUU Window wiclth •••••••••••••••• Extension ........... ~ •••••••• w i cJ th It N N • N N ... N M N N N · .... N N N N M M 11 .. Window width •••••••••••••••• Skylight area•••••••••••••••••••••••••••••••• Skyli·1~h·b l~-valc1e ••••••••••••••••••••••••••••• Skylight shading coefficie~t ~ •••••••••••••••• :J. '* l.1. t~a. oo • ()0 .oo • 00 .aoo .ooo .000 .000 .oo • 00 . ()() .oo .0() .oo .oo .oo . ()() .oo " ()() .oo .oo .oo .oo .00 .oo • 00 .oo • 00 .oo .oo .oo • 00 .0() .oo • 00 .oo ' . . -. .. . -. . .... , ..... -....... ·"·-·-·-· __ ....... , -·"·-·· ... · .. ·-·-.... ·-·-··-.. ···-.. -·----·-' -· ADM-2 En~rgy Analysis Model V4.0(F) Pc1.~1e 4 INP4T DATA Source Listing In= CRLSBD2.DAT Out= CRLSBD2.0UT 8/11/1988 6:32:36 Wthr=-SANDIEG0.BWF ------------~---------------~------------------------------------------------- ***** Zone description (part 1) ***** Conditioned floor area.... • ••••••••••• F~OC)'f c'\"l''"'e-C:\ ... ,. ,. .............. ,. ,. .................... N ... .. Ground floor area.... • ••••• -Ex '(:;·e~ .,, i ci 'I' -c> pc\ q ue~ a ·pi,:~ c\ ••••••••• • ••••••••• Interior wall area··~··· •••••••••••• Rc>c>f F~-yalut:-~ ............ ,. ....................... " ....... .. Ground floor R-value •••• ••• • •••• Exterior opaque are~ R-value ••••••••••••••••• Interior wall R-value ••••• • ••••••••• W-:i. ncl-ow c\'l'f:!1:\: · Mo·pth ••••••••••••••••••••••• N a M N N N N N N N N N E.:-1.s·t South N N N N N N ~-. N ~II• N. N N NM NAM Wes·t •••••··~········ Window U-value ••••••••••••••••• 1 C·rawl Floor type: 0 Slab Tempe·pa tu ·pe <.1 'f Ad jacen·t z on<-? Exterior wall area: adjacent a·,·i:,a •• num bf?'!' •••••• No·,•th •••••••••• Ea1=>·t South •JU II ... West····~··· ............. .. R-value: North •••• • •••••• N N'N HU UH ,UN NH H H II U 11 ~ fl N N N ~ H HUN fl fl MN NII II AH II Ceiling height............... •• Shading coefficient ••••••••••• ~ •••••••••••• Number of occupants •••••••••••••••••••••••• Air infiltration rate............. ••• • •• Equipment sensible load •••••• ••••••r•••• Equipment latent load ••••j••••••••••••• Operational schedule sat •••••••••••••••• :1.0600. 0() 4'+l.~';. 00 4j_30.00 . 00 • 00 :I. c.?. 94 J.lt. 84 .oo .oo :I. :J.88. 00 -1:1.32. 00 • 00 .. oo :J.. 06 :I. • 00 0 ,~~:i~50. 00 ',633. 00 .oo .oo 1~~-74 :l.!':i. 7't .oo • ()0 9.00 42.40 ':)t::· .. t: ..... J :l. 8088. '30 .0() :I. '-------------------------------------·--------------------------------------' . ADM-2 En~rgy Analysis Model V4.0(F) Paf1e 5 J: NP UT DATA 8 <:H.l 'f' C'.<·? U. 1:d; i rq~ In=::. Cl~LSBDf.!. DAT Out:::: CF<LSF.<D2. OUT 8/11/1988 6:32:37 Wthr= SANDIEG0.BWF -------~---------------------------------------------------------------------- ***** Zone description (part 2> ***** Lighting level: Type 1 Type 2 Type ;3 Type 4 • A • • • • A A N N N N • N N N M N N N N N N N N N N N N NH H NH H H H ~UHM II H H 1, H N N N· H N N N N N N N N N N N NUNN UN N N Fraction of lighting goes to heat: Type 1 •••• Type f.! Type~ a Type:~ 4 Light. reduct. frac. due to daylighting •••••• O~erhang:: North Extension-~················ North Height ••••••••••••••••••••• North Window height •••••••••••••• E.r,1:,t E.:-\ i1>t Oven•han-~1:: Sc>u't;h Sou·th Sc>Ltth Ove·,,Jicrn!~: Wc~st Wf:H,t Wc~s·l:; S:i.defin: No·rth No·rth NO'l•th Extension •••••••••••••••••• 1-JE~ j_ El ht ......... N N • " N .. N ...... N • II N Window height···~·········• Extension ••••••••• ~ •••••••• 1--le i !a 1, -t; .. N # N N M N N A U U II H N M M U II U U rl Window height •••••••••••••• Extension •••••••••••••••••• ~., e i ~r h t; M M a N M N • N II k N ie U • N N N • N, N II Window hei,1.h·l; .................... . Extension··················~ w i cj tJ1 ..... N M .. N N N N N N H N &I II U .. l,t .. II 11 11 Window width •••••••••••••••• Sidefin: East Extension .................... . E::as>t: W.idtfl ., ............................... ,, .. East Window width ................. . Sidefin: South -Extension ••••••••••••••••••• SOLt'l;h Sc>uth Sidefi 1"1:: We11>·l:; W€·~!:d; West w id ti, N ,t N II JI ,t ,t M .. ,t II 41 N II N N NI NI N H II II II Window width •••••••••••••••• £~tension ........... ~ ......... .. Width ... " "N ......... -...... M H,. N .. N Ii .. .. w i 11d o·w W i d·th N ,e N M N II N U N N 11 n U II o U Skylight a~ea ................................ .. Skylight R-value ~ ............................. . Skylight shading ~oefficient ................. . :LH020. 00 .oo .oo • ()0 • 80() .ooo .000 .000 ,;00 • 00 • 00 • 00 . ()() . ()() • ()0 .oo .oo .oo .oo .oo .oo .oo . ()() .oo .oo .. 00 .oo • 00 .oo .oo .oo .oo .0() .oo ..oo ~oo ( . ---. - ADl•J-··2 Ene·i-fly Anal y!:d. !:; l•fc)cle l V4. 0 ( F) Pc,ffe 6 INPUT DAtA Source Listing In~ tRLSBD2.DAT Out• CRLSBD2.0UT 8/11/1988 6:32:37 Wthr• SANDIEGO.BWF ----------------------------------------·------------------------------------- ***** Zone clascriptibn (part l> ***** Ccrnd it :L C)l'lf=d f l <:> c:> ·r <':\ ·r e <':\ H" 11 NH H H II ff 11 11 Roof area •••••••••••••••••••• Ground floor area ••••••••••• ~ Exterior opaque area ••••••• • ••••••• Int•Tior wall area••••••••••••••••••••••••• Roof R-value ••••••••••••••••••••••••• Ground floor R-value •••••••••• ~ •••••••••••• Exterior opaque are~ R-value ••••••• Interior wall R-value •••••••••••••••••••• Window area: North············~ ••••• Ea~i>t Scruth N. N N N N N N N -• N N NU U UH UH U 11 II U N U H N h N N M We~st ......................... . Winzjow LI-value··············~··· •••• Floor type: 0 Slab 1 Crawl......... • .... Temperature cf adjacent area ••••••••••••••••• Adjacen·t zone·:~ nunl'be·r • • • • • • • .......... . Exterior wall area: North ............... . E,~ ~s ·t Sou-t;h N N N • N N N N ~ N N k M . ·- WC·:'1:i-"t; .......... ~HOH u u u u u d ,1 u nu R-value: North ••••• 1:::.,ust ~>CH.Ith Wc~st; Ce:i.linft hc~ight ••••••••••••••••••••••••••••••• Shading coefficient ••••••••••••••••••• Number of occupants •••••••••••••••••••••• Air infiltration rate •••••••• ~ ....... . Equipment sensible load....... • ••••••••• E q tl :i. ·pm f~ n t l i-\ -t; <·? n t load ...................... . Op~rational schedule set •w•••••~•••••••··~··· ,. :Loc;oo. oo 44:J.~5. 00 ;3:560. 00 • 00 .oo H~. ':":)Li :I.ft u (;\It .oo .oo .oo .oo j_ ~5f.?4. 00 ::H)fjlf. 00 1.. 06 :I. .oo 0 • 00 .00 ,1~~:1.6. 00 46:5(._:,. 00 • 00 .oo j_ ~5. 74 :1.5. 7't 9.00 ,. 3!::i 4f.?. 40 HWElEl. 90 .oo J. -~--·z--------------------------------~---------·----------------------------fU)M-,~ En_£n' 1;1 y An;:\J. ys; :i. s Mc>cl <:·i J. Y4. 0 (F) P;:\~1€~ 7 INPWT DATA Source Listing In= CRLSBD2.DAT Out= CRLSBD2.0UT 8/11/1988 6~32:37 Wthr~ SANDIEGO.BWF ***** Zone descriptinn (part 2) ***** Lighting level: Type 1 Type 2 Type·? 3 Typt~ 4 • N N M • M N N • N • M -N N k N U M h U N N N N N H H U N N N N N N H N H H N N N U N U N N N N N N N ~ N N N N N N N N N N N H N N N h F·c-act; :Lon eJ f light i l1!J goes to heat: Type 1 Typ<:~ f! ..... Type·? ~:l •••• Typt~·4 •••• Liiaht. ·,•.educt. f·c-,:\c. due t:o d.;1.yli1ahtirq~ ...... . Overhang: North Extension •••••••••••••••••• North Height ••••••••••••••••••••• North -Window height •••••••••••••• o v e-rc-lH\ n r.-1 : E-c., !!; ·c E:.c'\St E.;H:;t Dve·c-han~1: South Sou·bh Sc>Ld::h Ovc~·..-1i.:1. n !J : Wc-?s t We!:;t West S :i. d £~fin: No·c-th No·..-·bh No·,,·ch Side-fin: E.:-\!:;t East E.;1. !,; ·b S:i.clefin: Sc>Uth Se:rnth Sc>Ll'l::h Side-fin: We!:;t Wf~s;t We~:;t Extension••µ••••••••••••••• ~-Je i El ht .. " .. Ill ..... " .... " ...... " " .... ,. Window height •••••••••••••• -Extension •••••••••••••••••• Height ••••••••••••••••••••• Window height •••••••••••••• Extension •••••••••••••••••• 1--fe i El h ·t; ............... ,. ............... " .. Wind~w height •••••••••••••• Extension ••••••••••••••••••• ,Width .. II " .. M N • H ·u N N If IJ ,it H U U M &( 11 U U U Window width •••••••••••••••• Extension ••••••••••••••••••• Width ••••••••••••••••••••••• Window width •••••••••••••••• Extension ••••••••••••••••••• w id ti, . # ,. .. U H H N U N N ff .... ff II U II II M N U II Window wi~th •••••••••••••••• Extension ••••••••••••••••••• w j• cl tt) N N· N II a II N II • N N .. M M M U .. N M Ill • M U Wind.C'JW width •••••••••••••••• sky 1 i ~, h t {:\'(\fl) a N N M M O N N N N M N N M N M N N N • M M M H M h u u M M • U u SJ·f.y 1 i ~ah ·t 1;:-va :L Lte ............ ,. .... ,. .... ,. .... ,. ,, ,. ,. ,i .... ,. .. " " .. u H Sky.li~Jh"I:: 1:~h.;\d:i.nt1 co~ffiq:i.emt ................. . 18020.00 .00 .. 00 • 00 .800 .ooo .000 .000 • 00 .oo .oo .oo • 00 .oo .oo • 00 .oo .oo • 0() .oo .oo .oo .oo • 00 .oo .oo .oo .oo .oo .oo .oo • 00 .oo .oo .oo • 00 ~r---~------------------~-----------------------------------------------------ADM-2 Enerqy Analysis Model V4.0(F) INPijT DAtA-Source Listing In= CRLSBD2.DAT Out-CRLSBD2.0UT Pi:1~1e 8 8/11/1988 6:32:37 Wthr= SANDIEGO.BWF ----------------------------------------------------------------------------- il:·~fio.~** 0 p~~·rc\ ti c)nc\ J. s,ch eel u J. ~~ set ·X··li:·li:** l Hea·t:in!~ ~H;d -40 40 40 40 40 40 70 70 70 70 70 70 Te~mp. St;cl -70 70 70 70 70 70 70 70 70 70 70 70 P·rr.>f:L lr: 1-.JonS·td ·-'•0 40 ltO 40 40 4·0 40 40 40 40 4() 40 1-lc)nS1tcl -40 40 40 40 .t+O 40 -''->O 40 L10 40 .t¾O 40 Cool i l1!l Std ·-ea::-,J 8_!5 8!5 85 a•~· ,,I B!'.5 78 713 78 7 l:l 78 78 Temp. Std --78 78 78 78 78 78. 78 78 78 7€~ 78 78 P·rofile 1,1onS-t:;d --8!'.5 85 8!'.5 a•=-'" 8!'.5 (~!:'i 85 1:~!7i 8!~i 8!5 8'"' ,J 8E'i Mcrn~3tcl -BE'i ai::· .. , 85 BE'i trn B~'i 8~:i B~'i B~'i lJ5 B~'i l:'~5 Occup. Std .oo .oo • 00 .oo .oo .oo .. 00 "3() P·,·c)file Htcl --1.00 1.00 1.00 .80 • .t+O .80 1.00 l..00 Std ·-1.00 • 30 .:LO .:LO • :I. 0 " ()!5 .05 • ()!5 Honf>tcl -· .oo • 00 .oo .oo .()0 .oo • 00 • 00 NonStd ·-.oo .oo .oo .. oo .oo .. 00 .. 00 .. oo 1,1on8tcl -· .00 • 00 .oo • 00 • 00 .oo • 00 • 00 :Cndoo·r ~3td .05 .05 .05 .. 05 • 0!'5 • ()!5 .05 "(30 L.i ~1h·t. Std • ':JO • 90 • 9~'i • 9~i • f.l0 • 80 .90 • 90 P·rofile S·td .95 .80 .70 .60 .40 .30 • E~O • ,.w Mc)nt">·t:d --.05 o•:· . .., .05 0"'' . .., o•:· • .,J " ()~'i .05 o•=· • ..i M<:>nSt;d ·-• ors . o~.5 • 0!'5 • 0!5 • ()5 " O!:-i II 0~5 II 0!7j McrnStd --0"'' • ,i,l .05 .05 .05 0"'' . .., .05 0"'' • ..i oc:· • ,J Equip. ~3td o··· • ,J • or:5 • 0!'5 o·=-u ..,.J ,. 0!7j • 0!:5 "0\:5 .80 L"c)ad Std • 90 .90 .95 • 9fi • 80 .l:'10 .90 .90 P·ro.f:i lf~ Std • 9!'5 • 80 .70 .GO • .ttO "~30 .. ,.~o .. r~o MonStcl -.oo • 00 • 00 .oo • 00 • 00 "()0 • 00 N<mStd "" • 00 • 00 • 00 .0() "00 .. oo uOO .. oo NqnStd --.oo .oo .oo .oo • 00 .. 00 .00 .oo ouoo,9uM • .. HOO,U0 oUOO,U ·-............ OtH .... olMUN ............ HH 1,00 HOO .... HotU .. HH UNOUO.ONt' .... ,, .. UMUH OOOOol .. OOOOotMO-.... oUOHoO ·-.... Moooooo Hff UHoO ...... OoHoO ...... 0000 OOoO O•OO UO u,o UH,, .. ·-oon HM HOO HM,, .. ·-•-ONo ,_ -OOOUHM ..... 0--·--I (..)Di'J···c:. ErH?"(' ~1Y Ana J. y!:;.j. !:, l°'lc>cl e~]. V4 .• 0 <F> Pc,ff €·~ 9 :CI-IPLJT DA°TA SOLl"/'Cf~ Lis·ti l1!J 8/:1.1/:1.9(~8 6::32::37 .I.nm: c1:~Lmm,!. D~n Du 't;=:: CRUH-:<1)2.. OUT Wth·1-=:: HAJ,ll) J: EGO. !lWF ---------------------------------------~-----------------------~-------------- ·Ii·**** Nonc~oncl i ti cm:i. n~1 !:,ch eel u J. e~ ·)~ i~ •)f ·if * Gooldn!~ fltd .oo .oo .oo ~00 .oo .oo .. 00 .. 00 P·rc> f i J. e Si;cl N 00 . 00 .oo • 00 .oo • 00 .oo • 00 Std .00 .oo ·• 00 .. oo .oo .oo .. 00 .00 Nc1nf:itcl -N 00 N 00 N 00 .oo .oo • 00 .oo .oo l'-lonStd -.oo .oo .oo ·• 00 .oo .. 00 .. oo .. ()0 f,Jcmfitcl .,.. .. oo .oo .oo • 00 • 00 u ()() • 00 .oo Ho·t Std .oo .oo .oo • 00 .oo .. 00 .oo .oo W·at€~·r Stcl • ~55 C!'J:." . ,..,~ • ~'iO •N ~,)5 • 90 • 60 .BO • 70 Pl'<Jfile S·td N n-5 N 30 .30 "~30 o•=· • ,J .oo .oo .. oo MonS-t;d -• 00 .oo .oo .oo • 00 .oo • 00 • 00 J,fcJnSt;d ..• .oo .·00 ~oo .oo .oo .. oo .oo .• 00 1-1<:inSt:cl -.oo • 00 .00 • 00 • 00 • 00 .oo • 00 Equip. Std .05 • 05 .05 .. 0!'5 II O!S .. 05 II 0~5 .80 Powe~·r-f:>'tcl • 90 • 90 • 95 • 9~:; .80 .. €H) .. 90 • 90 f:'·rof:i.lc~ Std .. ':l!S • 80 • 70 .60 • 40 • ~30 ",~O .. 20 "lcmBtcl ... .00 • 00 .oo • 00 • 00 .oo • 00 .O() Nc:1nS·td ·-.oo • 00 .oo .oo .. ()0 .oo .0() • 0() MonStd -.oo .oo .oo • 00 • 00 • 00 • 00 .oo Outd<:i<:i·r Std .oo • 00 • 00 • 00 .oo .. 00 .. oo .oo Liff ht. St:cf .oo • 00 • 00 • 00 .oo .oo • 00 • 00 P·ro-f:i.le S·td .oo • 00 .oo • 00 ·• 00 11 00 .. oo .oo Nc1nS·ccf -.oo .oo N 00 • 00 .oo .oo .00 .. 00 NonStd .... .oo • 00 .oo .0() .oo II 00 .. oo .. 00 NcmStd -.oo • 00 • 00 • 00 .oo • 00 .oo .oo .... ·, ..............UHOOIO ................ Hff ............ OM·-OOH oOM OUO OIMHo00 .. 0 UOO 0-000 ·-OtH ·-,, .. HM HoO OttO ootLUff0 .. HM HHUH tl .. Oott 000 UOO HMOOHotH OoHo .. , ""'"' O,oO H,O "" oOot OOM oo-.... HH .. ,, HOO .. HHH UH ff•,, .. , ........ U•OOHO , .......... , .... ·-,_ ·--· ADM-2 Energy Analysis Modal V4.0(F) p.,, ~, €·~ j_ 0 INPUT DATA Source Listing In• ~RLSBD2.DAT Out= CRLSBD2.0UT 8/11/1988 6:32:37 Wthr= SANDIEGO.BWF --------------~--------------------------------------------------------------- ***** Appliances description***** Domestic hot water temp~rature ••••••••••••••• Hot water heater efficiency•••••••••••••••••• Wate~ heater type: 0 Fossil 1 Eledtric •••••• Hot water heater capacity •••••••••••••••••••• Equipmcfmt powc~·r i11put ·ra·ti11i~= 1:::le:H~·t·ric ••••••• Refrigeration: Power rating •••••••••••••••••• Usage factor •••••••••••••••••• Cooking power input rating: Electric ••••••••• Fossil ••••••••••• Outdoo·r ligl'ltin!~ level ........................ . 0 ·:L .. 00 .BO :1. :J.:1.6£~€~.80 .oo .oo • 00 .0() .0() • 00 .oo -r---.----------------------------------------~-------------------------------ADM-2 Energy Analysis Modal V4.0(F) Page 11 INPUT D~TA Source Listing 8/11/1988 6:~2:37 In~·CRLSBD2.DAT Out~ CRLBBD2.0UT Wthr~ SANDIEGO.BWF --------------------------·---------·--------------.--------------------------- ***** Air distribution system***** :L Air distribution system type·············~··· Supply fan power ••••••••••••••••••••••••••••• lF.~ ... WSHP 1. f)6 E) lt p p l y f C:\.11 ., .. {;\ t e, .. • .. .. ,. .. .. • .. • .. .. . .. .. .. ... .. .. .. . .. .. .. .. .. .. .. .. .. Return fan power •4•••························ Supply static pressure ••••••••••••••••••••••• Su-pply f.:\'l'l <~fficiency .......................... .. Economizer type•••••••••••••••••••••••••••••• Minimum outi1>idf~ ai·l' ..................... ~······ Maximum supply air temperature ••••••••••••••• Minimum supply air temperature ••••••••••••••• Preheat temperature •••••••••••••••••••••••••• Thermostat throttling range .................. . Heating and cooling coils: Control ••••••••••• Night cycle fan control: 0 Off 1 On ••••••••• F. a 11 c.c> rl t ·r o l .................................... ., .. ,. " ,. ...... .. N i n i m.u m fan pow Ci:'·" 'l' a ·t; i o ...................... .. 1•1:i.nimum CFl'I ·,·atio ............................. . Reheat delta-T ••••••••••••••••••••••••••••••• Reheat control: 0 Off 1 On~ •••••••• ~ •••••••• . Hc~.;d::ing equipmen·t; ope;N'\'Cion,ai pe·f'ic>d: 0/ 0 .... CorJJ:infl €·)quipment opt?'l'<l\tion.;\l PE·l't'ic>cl:: 0/ O ... Hc;,,>._,·t;i n1a c0qui pnn~i,·t; ·t;ypt? •••••••••••••• 1• •••••••• Heating capacity ••••••••••••••••••••••••••••• Heating equipment efficiency ••••••••••••••••• Hbt water and steam boiler E-I-R ••••••••••••• Hot water pump power••••••••••••••••••••••••• Ve) 1 ume! C) f f J.ll i cl :i. 11 h ycl "/'CH1 i C hE·) i:\ ·{:: pump (El<':\].) •• l'!laximum c:i.rcula·cing fluid tt?mp<~·l',:\tu·1'f? ••.••...••• Minimum circulating fluid tbmperature •••••••• Cooling equipment type ••••••••••••••••••••••• 1~rn10. 66 .0() • ~';o • 50 0 • :LOO :f.05.00 5t':i. 00 .oo 6.00 1 0 0 :1 •• 00 :J •• 00 .oo 0 0/ 0 0/ 0 Lt ·-HWB :I. c.~20Bfs :J.. • 80 .000 .oo ~~7 :I .• ~V::l 9!5. 00 6~~-00 t} ·-CTWF~ C.;q:)<l\C i ty cd h ycl·,·c>rd. c h E,'a t pump ............... . 9c.!1.90.3. BO Hydronic heat pump COP in cooling mode ••••••• Chilled water pump power ••• ~ ••••••••••••••••• Cc:>o 1 :ln !~ tow<~·,, f •:\l'l .:rnd pump .P.OWf'~'" ••••••••••••• Fan Std 1 1 1 1 1 1 l l 1 Profile 1 1 :L 1 :L :L :L :L 1 He~'\1:::i. n~J 1=1·rc:> f i 1 ('~ Cc)C)U. n~1 P·l'of :i. 1 e NonStcl -0 0 0 0 O O O O O Std NcmStcl -· St:d 0 () 0 0 0 0 0 0-0 l 1 1 1 1 1 1 1 1 1 1 1 1 :L 1 1 1 1 1 1 1 1. 1 1 1 1 1 :L 1 1 :L l 1 l 1 1 1 1 1 :I. :I. :I. :I. 1 1 1 1 :L :1. 1 :J. :I. :t. :J. :L :J: :L 1 :1. :I. :J. 1 :J. 1 :L :I. 1 l :J. :L :l 1 3u.::l0 .oo 4. 4,2. :J. j, j, :1. :I. :I. 0 0 0 0 0 0 :J. 1. :1. :I. :L :L :I. :J. j_ :L :I. :L 1. :J. :J. :I. :I. :L :J. :J. :I. :I. :I. :I. --.----------~-----------------------------------------------------------------ADM-2 Energy Analysis Medel V4.0(F) INPUT DAtA Source Listinq . -In= CRLSBD2.DAT Out= CRLSBD2.0UT P.,\,ae H~ 8/11/1988 6:32:38 Wthr= SANDIEGO.BWF ----------------------------------------~-------------------------------------- -----------------------------------------------------------------------------Sys: 1 Heating Cc>o J. j, n~1 Month Electric Fossil EJ.ectric Fossil <KWH> <1·rnnD (KWI-I) (l{BTLJ) F .;\l1/Pump E 1 <0c·l.:;·r:i. c (l{WH) DE-_\mancl E: 1 ec·c·f' :l c (KW) -------------------~---------------·---------~-------------------------------.H~NI :l.84lJ. 1.6 1797.1.2 10697.84 .oo H19. 8:L H~f?. 70 FEDI 1249. 71°~ :L61. ,.~7 :1.0104. 6:3 .oo H~4. Ea H~B .. 92 l'IARI · 9~51. 47 .oo l~H!:';:IJ. f,6 .oo 168.7:1. :1.34. ~'jl+ AP1:;:1 647.47 .oo 13041. 4-'t .oo 164 .. 73 :l.3:L.50 l'"IAYI ~!~!8. 6-'t • 00 15).70.95 .oo c10J. H ~)3 :J.'¾7. £~8 J"UN I 220.31 .oo 14675.9E! .oo :L89.66 138.08 J'ULI 1 r;:). r;:)6 • 00 1. 64~;~~. f,6 .00 ,!:1. :1.. 87 1.~r1. ~;6 AUGI 4. ':33 .oo :L 8 76':il .. ':il6 .. 0() ,.~47.97 :L40. 69 Sl:.PI :IJ+. ~5!5 • 00 lf,165. Tl .oo ,!09.47 :1.1¾6. 87 ocr, 31-'t.. a:3 .. oo 16,.~34. ':il8 . oo r.~:L3 .. ,.~l3 :L36. 7:1 . NDVI 764. :1.8 .oo 125fA. Of, .oo :I. t:i t:i • 9 3 :I. ~~,1. l 8 DECI 127':il. 08 718.96 10427. ~56 .oo :U.=!.tt. EA 126.09 ------------------------------------------~---------------------------------- l"I.;\ x imu·m System l·fo.•.:\ tin!~ LrJad < 7 4. 66 l{BTU) T :i. m<:~ q f Occ~u ·r·1·c~·n<~<0: :L / t~ ~ 8 Maximum System Cooling Load ( 758.38 KBTLJ) Time·of Occurrence: 9/11:15 -~---------·----··-------------------------------------------------------------~-----------·----------------------------------------------------------------- f a .. - ADM-2 Energy Analysis Model V4.0(F) INPUT DffrA Bc:>u ·rcc;~ l..i !=> t :L 11 !~ In="CRLSBD2.DAT Out• CRLSBD2.0UT Pa ~1e l~$ 8/11/1988 6:32:38 Wthr= SANDIEGO.BWF -----------------------~------------------------------------------------------ He .rd; :i n !~ Month Electric Fossil <KWH) <l<BTU) . J'f.~1-1 I llVH:L 16 1797.12 FEBI 1249.78 H,L 27 Mr-rn I 'J5L lt7 .oo APf~ I ()47.47 • 00 MAYI 338.64 .-00 J'LJt,t I f!cW. =1:1. • 00 J·u1,_1 1 '~. 96 .oo AUGl 4. 9=1 .oo BEPl l't. f'5f'5 .oo OCTI 3j,4.83 • 00 NOVI 764.18 uOO DECI' :l..f!79. 08 7H}. 96 Coolin1;1 Electric Fossil (KWH> <KBTLJ) 10697. 8't .oo 1010.4. 63 .oo 1~3151. 66 . .oo 1~W41. 44 .00 15170.95-• 00 14675.92 • 00 16453.66 .00 18769.96 • 00 16165.77 .oo :J.6234. 98 • 00 12!564. 06 .oo :f. 0'+£?7. 56 • 00 Fc:\n/Pump El «-~ct·p i c <KWH> H~'J. 81 :J. 2't. 6~! :L68. 7:L :J.64 .. 73 ,.~0 :I. .. ~'53 Hs9. 66 ,.~ j_ :L.. (j 7 f!-47. 97 2()':J • .ft 7 ,l:I.3. r-.ia 1sr.:; .. ·3~3 H~4. f>Li E 1 ~~c·(;·p j, c (l<WH) 12c=:,n3. a1 :U.'+79. O.t+ :L'ti.:!71. (~4 :J.3£~~5~~-64 1!'57:LL H: :J.t:i085. 89 :L66lj~'5 .. lt':J j_ 90,~f.!. 86 1638':J.78 16763.09 L34.')4 .. 17 :J. :J.a;H" f?.8 Fo!:rni 1 <KBTU) :L 797. :l.2 :J.61. 27 .0() .oo .oo • 00 • 00 • 00 uOO • 00 .. oo 7:J.f~. 96 ------------------------------.------------------------------------------------ ....... , .... ·-.... ,-.. -.-.-..... _ .. ,,_ ..... -·-.. ·· ............ ,-........ -·-........ -· ........ ----··-........ _ .................... _ -·-· ' -· ........... ,,_, __ .. , .. ·-· ....... _ .... _, .... -··-· ........ ,_ .... _, --· ........ --...... " .... -.. ... ADM-2 £n~rgy ~nalysis Model V4.0(F) Paf.1e 14 J:NPL!T Df.(TA Sc>Ll"f'Cf:l L.ii:;.·t:i.n~J In= CRLSB~2-DAT Out= CRLSBD2.0UT 8/11/1988 6:32:38 Wthr= SANDIEGO.BWF CC)lrlPL :{ ANCE OFFICE BLDG -CARLSBAD OFFICE BLDG Total floor area: 45425.00 sq .. ft .. Annual Energy Utilization Non-bonditiorring: Inclc>c>·r L:i. ghti n~t Ent:n'tlY Outdoor Lighting Energy Hot Water Energy Refrigerati~n Energy CrJo~d nft Ene·r~tY OtlH?"r Sl1f~'.('!~Y Ccmclit;ion:i.nft: ZCHlf:·l LOc\dS H~·1.r1ti n~t Cc>ol i ng !:~y!:;.0l::f:1m f4 :L : Typt:-' 1-leat:i. l"l!f L.oacl Cool :i nia Load Hf:lc:\ ·t:i n~J Enien• ~I y Cool:i.ni~ Emn•gy Fa n/PLtm p E-.1e·,, tl y Tc>t:cl\ J. Em;;,·,, fly WSHP < HWl:<) <DX> E;. J. 1:-1ct·,, i c~ (Kt,JH) ::::::::::::::::::;.:::.:.:::::::::::::::::;::: .... : .... .. 00 6H?~i. 33 .. oo .oo .oo .0() .oo .oo .. 00 7653. ~s6 :L67458 .. 40 f.? l. 4 c.'~ • f.? f.? :r.::::::::::::::::::::::::::::::::::::::::::::::::::::: FC)l:;1:;:i. l <l<BTU) ::;::::::::::.-:::::::::::::·:::::::::::::::::::: .. oo .oo .oo ., 00 .oo .. 00 ~J0~5090. 70 :L 1. 9E~2,~1. 00 1'.~3(~040 .. 00 ':) e. ·7 7 3· -~ ./ , .. t·, .. "') I .oo • 00 / 2677. a~'.i .... "" .... OMo .... ,_ •OH OHO OUo • ...... •••• :::: :::: :::: :::: :::: :: . :::: • ... :::: :::: :::: :::: :::: ::: :::: :::: :::: :::: :::: :::: :::: :::: :::: == :::: :::: :::: :::: .. : :::: :::: :::: :.: :::: ;::: ::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: ::::.:::: :::: :::: ::!! :;:: :::: :::: :::: :::: :::: ::::,:::: :::: :::: :::: :::: :::: :::: Total Noncondition:ing Source Energy Use Estimate Total Conditioning Source Energy Use Estimate: 40.0 KBTU/Sq .. ft * 1.071277 • Total Annual Source Energy Use Estimate=======> !:51:l .. 7 KBTlJ/Sq .. f·(:; .. -4,:1., 9 l<BTU/Sq. -ft .. l.01.6 l<BTU(Sq.ft. -----·-----------~-----------------~-----------------------~w=•-~~=