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Home My WebLink About2180 LAS PALMAS DR; ; 87-78; Permit·/ .... "'' z 0 ,i= -·~ a: ~· frl 0 ,. ..,.. '-"t_. ·USE BALL POINT PEN-ONLY &-PRESS HARD ~· APPLiCANT T.O 'FILL, IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ·c CARLSBAD BUILDING' DEPARTMENT 2075 Las Palmas Dr., Carlsbad, CA 92009-~859 (619) 438°1161 , • . "V -.... ,. ' ~ ·-·: , ---'---- ( ~ APPLICATION & PERMIT ~ e ~ I 'hereby affirm. that I am. licensed, under '"jitc~ovlalona of Chapter 9 (commencl11g with lion-7000) of Division· 3 -of the Business an · Profeaaloris Code, and my license Is In full orC!J'!md ~fleet · · •\: JOBADPflE'Ss,r, · · -'~v.sT7.Ro. ·Ni:ARESTCROSSST. t .. ~ ·,01>.T'e:oFAPPL1cAnoN \1 ,-2180 L~si ~al~as Drive , · :...i~ ~ . "· ., ,.·.. , .. :: .,;;· . .. ... .-0'-g' BUSINESS LICENSE# VALUATt'dN PERMIT NUMBER ... z 0 (:) \ , • ~ -~¥" ... .,. :, ~ " : --~ • • .. •• ~ • • -0 \ Lor· :alocli:<. s0aoM1,~·roN · · 6'36~ 973 'ZONE \' ' \ . ~ ~ I· bereby· affirm that I am exempt from the"Contrac-f '· 1 ' ·., • ,tor's License Law tor the following reason (Sec 7031.5 l"".:":7;:-=~:--:--;',,-,-'.".:"'--_._-:::--"--------..._----=-;;;...~,-1'-"=.,..,....,.,..-,,:=::;..;-=:;...-,1 Bu~j~ess a_n,d Professjons Code; Any city_or c.ounty wliich re· • OWN ER'S NAME r-L.;;;;~~tJ.~flt,Bi'.l'.:'.:..!~2~:3~~~~~~~~~~~!'!..f..:lZ.:.'.::;::2:.::!t.:?.-_l qHires a permit fo co~struct, ,alter, improve, demol,ish, or I l __ BUILDING SQ. FOOTAGE PM 87-,-78 .reRaJr any str.ucture, pnor,to,Its issuance also requires the ap· r -· P,hcant for such permit 10:flle a ~igned•statemeni· that he is • "" 17 2 ·5·2· licensed pursuant to the RrovIsIons of the Contractor's '( -' · ,Ll_ce~~· Law (Crapter 9-col(im~nqi~g with Sect!on 7,000 of , , . . , ·01v1s1on,3offlieBuslnessa~d~rofession~Coqe)orthatisex-l /-. _ c::'."'\ DEStGNlcR DESIGNER.S PHONE ~~fai1~te~(~~\fonnd i~~tts~/,~\/~~~:~J;(°1~~~m/~)~~iss~b~ / t,-<,O. ~. "-i/J;t~ ~'1:, F: ~ , ____ .-, . .. _ A Jects'1He applicant to a ~ivil penafty of nqt more than five.hun-l v,:;;;;. ll./::::'tl,,,.-~ ~-,..n,J.rit.J'J/1 <!>~ 1 dred dollars ($500). · / ai: -~,: ::,: 1111' ii: w z 3 0 I t· t·, as owner ol the ·property :or my:employees with wages · / .a,s·tljeir sole compensation, will do·the work, and the·struc-f ture ,s,not;intended or, offered for sale' (Seo·. 7044, Business f and Professio~s·Codei ·The Contractor's,License Law does not apply to an, owiter of p(operty who builds-or improves I thereon and. wh~-doe,s'~uch work hImsell or through his own employees, proy,ded·that such Improvement&.are not intend·: ed or offered for-sale.· If, h'owever, the building or improve-ment is.sold within oQe year:of coinplet16n, the owner-builder will have the ~U(c/en 61 prolfn/fth?l'he did nQI b~1ld or im-prove lor the purpose of sale). · q ·I;,as ~wner ol the property, am exclusiye)y-contractmg with hc,ensed·contractors to construct.the,proiect (Sec. 7044, ·1 . _Business and Prolessions Code: 'The .Coritractor'.s license .. , ,Law does not apply to an owner of, property who builds o( im, • . proves.t~ereon, and.who ·c9~trai:ts for each pr~jects-w(th· a-· , contractor(s) ·IICeQse pursuant •to the Contractor's ticense 1 , Law). ; • · , , , , ., · D As ii'h~_mebwh,er I.am improving my borne; ang th~ follow-1• • • Ing cond1t1ons exist: · • 1. :rhe work.is being performed 'prior to sale. l ?, I have lived in my home for twelve months prior·to completion,of lhis·work. { 3. I have ·not claiinetl this exemption · during the T last three years, • f, D lamexemptunderSec,-~-----,·B&P:C. 'I for this reason • ---• r ' -1 •. -. ' ~ D I hereby affirm that I t,ave a certificate of consent to --i self-insure. or a certificate of Workers· Compensation In-, suran9e, oi' ~ cet1ified copy thereof (Sec. 3800, L,abor Code). J POLICY Nb. • l ~ • , COMf'ANY , , . J ~ ···O Copy is filed with th,• city l ~ D Certified COPY is hereby furnished f ~ t ~' CERTIFICATEo"F EXEMPTION FROM I CJ , WORKERS'·COMPENSATION.INSURANCE \ !,I) (This section need not be completed if the permit 1 ffi , Is Jor .one hundred dollars.($100) or less) l :.i: · ·D I certify, that in the performance of the work for which ] ~ this permit is issued, I shall not employ any-person in any t :>-·manner s_o as to become subject to the Workers' Campen- _., sation Laws of Californi~,. ' 'f NQTICE 'fO APPLICANll: If, 11ter making this Certificate f. of Exemption. yOu should become ~ubjebt to the Workers· j ~ry,pensc!Uon provisiqns of the Labor qode, you must forthwith coinPly_with such pi'ovlsions or this,permit shall, l , be 'deemed re'v6ked. · -1 .1 -· .. --. r D I hereby affirm that there is a construction lending ffi a~enc~ tol".the ~ertormance at the w-;,rk tor Which this per-I t :.. . . . o • !TIit Is ,ssued lSec, 3097, Civil Code) _ • . . • I ifi Lender's Name ' · · '· · 't .J ... "Le"nder's,Addr~ss · • ~. .-. --) ' . " : \ I ! DESIGNER'S ADDRESS SfATE LICENSE No. ... ----------------------------------'I Crea-te 6, 8.nL sq. ,ft/ office '~ ~ F/P FJ.R ELEV. OCC GP EDU 10,444 sq. ft. industrial building y[J NO NO STORIES B-2 5,88 I .! PAA~ING SP.~CE QT'(., .P.!-UMB)~G· PERMIT.-!$SUE RES UNIT~J GRADiNG,f'ERMIT ISSUED I REDEVEL,OPMENT-AREA , YO N D , . , vO NO 7 ~I O"fY.I , MECH,At-JICAL PERM!J. ISSl;JE ,•1-TYPE CONST VN occ·LOAO' lr.:::..oo __ A,;g,,_ .. ,:;J_,b~I· FIRE SPA ~":'.0 0005~07v./08 010J h02Bldl;'.mi 33812-0ffl ,.ot 0 ', alld,_Yn7ess m~c ,ne 'ce:tt,ted __ . SUMMABY/ACCOUNT NUMBER ·5·_-l E·ACH.f1XTURE1R8,P \ . .;-. --T"'72,50, --lJ,, 1,N~TALL~URt,/.DUCTSUPTO,HIO,OOOBTU; 36 .. 00, !lUILDINGPERMIT , 001-810-00-:-00-8220 l. 175,. 00 1 I ~ACH B.u·1LDING si:We:1i,:...,, < · I ' 6. 50. · . · o.vER 100,000 B'tU · :· · SIGN PERMIT bo1-810-oo-oo-8221 i4c~HWATE,RH!~ATERAND/OR~ENT' .1 . : BOILER/CbMPRESSbR_UPTOJ.HP _ _· _._. -___!LANCH~cK · -ool-8io-o6-oo-8821 l----1:.15lJ .. OO 6 EACH: GAS SYSTEM 1 TO 4 O.UTLETS BOILER/COMPRESSOR 3-1:5 HP . TOTAL PLUMBING 001-810-00·00·8222 , !l1..._5jl___:J EACH GAS SYST~M 5, 0 R MORE META~ FIREPLACE ~ ELECTijlQAl__ po1-810-00.'90-8223 . 205. 00 EACH"INSTA~ .. ALTER, REPAIR WATER PIPE .. . ,. I.. . VENT FAN SINGLE DUCT f,1.ECHANl,C~b_ 001·810,00-00-8224 I 60. 00. ·E~CH VACUU~ BREA~ER . ~ MECH EXHAUST -HOOD/DUCTS 9 .. 00 :~O~IL~ ''. 'N~ ~ •001.,,8:\0.,00,.0008225 ,WATER SOFTNE\R J ~· L " -' i_HELOCATION OF E~£URNACE/HEATER .. I L~ skAR ·tt\::il:i5J\1&Eoa EACH ROOF _DRAIN t{NSIDE)_ I 15,; 00 ~ ' I DRYER VENT I ~TRONG MOTION ' 880-519-~2-33 -,... __ . ,., --... TQT/;L MECHANICAL r- TOTI\__LPLUM,\31NG \ _ZJ1.5oL --------~--I 60.,00 44.58 15,924.00 -. ... ·, J ~-"'lr · QTY. ' EL'EOTRICAL P.EFfMFr -ISSUE t>~ QTY. MOBILE HOME SETUP ' \ --3,9li.OO . , NEW CONST ,EA AMP/SWT IBK R _ CAR PORT 1.990.00 . 1 1 PH lJ00 20.Q. 00 AWNING LA COSTA TIF m-810-00-00-8835 EXIST BLDG EA AMP/SWT/BKR GARAGE FMF 1 PH 3 PH LICENSE TAX 001-810-00·00·8162 REMODEUALT~R P't:R CIRCUl:f MFF 5. 88 X 1590. 880-519-92-57 9,349.00 TEMP PQ_L~OAMI;'~·..: . ·--- OVER200AM~S ,,5 --·- TEMP occuPANGY,'i3o_~AYSJ -. _ . J _ ;._ ·, ,./ ,~ -. · J · . · CREDIT.DEPOSIT I (650.QO, .• ,-..~ \ -~ . , ~ I' TOTAL.ELECTRICAL j --2~5:~00 --~--·-----~TOT_AL_ . TOTAL_FEESPAYABLE 1 33,8l2.08·· , 1 I HAVE CAREFULLY EXAM!NEO THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY EJtpiration. E~ery per.mil issued by the Building Ofhciat '!nderthe provisions of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER, CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation aod be~ome null 8nd void If the butldmg or work ~-0" DEEP ANO DEMOLITION OR CONSTRUCTION OF , , , authorized by such permit is not commenced wlthm 1BO days from.the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CE,RTIFY AND AGRE:E IF A PERMIT.15 permit, or if lhe building or work authorized by such permit is suspended or, STRUCT\JR~ OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAY,.,S GOVERNING BUl[DING CON-L...:8::b:::an::,:d::!o::.:n::ed::..:a::.t :::an~t:::im::.:e!:.!:a!!fte:::r..!t:!,h;e,;;w:.::o!!:l'-!;;'s~c::,o::;m.!!m!!!e~n!!:c:!:!e~d.!!fo:!r..!a!..i<!ee!r~io~dc.!o:!f..!1.2BO=d.,,_al.is?.,.--~;-ii""'!!!"'""!"'"!'!' ... _.., ________ -___ ,.. ____ o! STRUCTION, WHETHER,SPECIFIED. HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND , ~ 1,>, · ..,., KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLIC~NT S SIGNAT CONTRACTOR • _,PATE._ EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE . 7 // / J? GRANTING OF THIS PERMIT. • _ · 1 // ~/ v 7 ...--it'-' .,. I I· --, ~ u::: >, ;;_; 0 C. E Q)' 1-- 1: ·-0· 'o. c,, ~· ro -~ C. • Cl, <I:' 1· -"" C i:L 0 Cl) Cl) Q) Cl) Cl) <t I ~ .Q Q) >- Q) (.) C ro C u::: s C Q) Q) (5 ·o: t,, Q) C. Cl) C I ~r .c 3: l ,· J, ....... TYPE BUILDING FOUNDATION_ RE!~FORCED _STEEL MA$0NRY l 1 t I ' ! GU~JTE OR GROUT I Sl)B FRAME1UFLO,OR D CEl}..ING SHEATHING {JJ(OOF D StlfEAR "" FRAME EXTERIOR LATH INSULATION I' ' INTERIOR LATH & DRYWALL \ I / PLUMBING i:;y'SEWER AND BUCO D j:fuco UNDERGROUND D WASTE d WATER TOP OUT D WASTE D WATER TUB AND SHOWER PAN GAS TEST I D WATER HEATER D SOl,.AR WATER ELECTRICAL T l l I• D ELECTRIC UNDERGROUND . CD UFFER ROUGH ELECTRIC D ELECTRIC SERVICE D TEMPJ)RARY D BOtilDING D POOL DATE INSPECTOR . A[l\.pZ_;- /y~ ']Wt;= -- II I - /) 1>11--~ I I l J--- f MP/---- 11 I 7 lvt~---/I r- ;lo{..._ •• :·-.¥<---~ .... , -.. __ --. -..._ ..... --:. ~ .... .., ::~.:_.:.-- ..--;--::::.. ~::--...... FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRET\= OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING , ~ \ ·-,.,,_ HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS :--... REQ. IF I INSPECTOR'S CHECKED APPROVAL PATE 1 ·-\ '· . .\ g7~7g· , ... , .•• u r INSPECTOR'S NOTES \· ..c·-.. .......-· OEAEff~~:''.·,:,t l ~.:;~_:ui;~l~1<~ n.1m-.. • , ~-< -............... ,;p,-~-~~~"h, ·c i~;;~ ·.:, ~ \.r U' ii" I!, -..j. -"' ...,. ,. II:' "· • '. .::,1 i "i j1 fi;:,_..:) .. • .... I, ... ·~ .' • l -· ........ ~"'f 1 Tl'. TJ' T\, LI.CV J.,.}j-..;Jr#~ ~~ MECHANICAL 00~2 01\CB oror OS~IGSt\.lS :usr:::~~o D DUCT & PLEM.,. D REF. PIPING HEAT -AIR COND. SYSTEMS J /I ' VENTILATiNG SYSTEMS ~ 1r·rr~ CALL FOR FINAL INSPECtlON WHEN,.AL.L APP.8QRRIATE ITEMS ABOVE HAVE BE~N APPROVED. - FINAL ~ _:__ ' l. -.I ---· -- •I~.:-.-:-·"' 4, -------·;___._· •• "i·"'-.i_ .::.· ·: : '::J: . ~ _: !~· ' .,.--1-.-· ' ·1· ·1 ·t.-,. \.::·· ~'"' '.,; "--( , .... -. ·\,. -,- :; .. ~v .... =-;1-I I I , l· -.-,-·· ~-... ~1 1,·-.. ·---~ 0 •• .,._ --. \-.... PLUMBING 1-. ----------'----l-f--------1--',----------t----~----,·. . .. . . .., . 1 ~-• ..:-' .... l~-·-···,a~·~f ~ ~ --....... r ••• ,, --•• r-.. . I ELECTRICAL =1 = i. =-~ 1 .·· .... -, .• .'"?· 1. .,., 1 ~· · -I· · · 1 · · -~ · · · ,: , '" -., .. BUILDING SPEC~!., CONJ)ITIONS MECHANICAL ffvtQi'ff!~ f!Af~,2&:J-?(/§7~}1-.w-,. '-~-~ f ~I A 7 i 1 ~r<U~ 4J ~,i __ --------------, I ...... '-. City of Carlsb·ad 1200 ELM, CARLSBAD, CA 9200a • TEL. (619) 4~8-5525. th.:: rJob n 1 <::rt)'' Address (7-{ ()L . . . State Uc. s. Cl<!ssi( City Lie. No. · LEGA"L DESCF.llPTION -CcJ7*':S &:' Or $/:J./..:.-'/(/(7., . ltJ#7 CAIU.Sd//0 7l~1cr·,v't.7.~ 8/-31!,' . t,SSESSORS.P.A:RCELNO. ~ 2/3--cJSO-.SG .,. MISCELLANEOUS I . . . RECEIPT 1 ' . ' .... :-1- MISCEl_LANEOUS FEE RECEIPT ·" . * PLAN CHECK FEE 001-810'00·90·8821 VALUATION ---~--------'!------- D .o ' t t > . [) D D ·D D D / D --.. n PESQFJIPTJON OF WOF.lK ,£/cu/ . 2 ~;..:y . · n 1----'--'-'-,-~-~----------~----,_.,__ __________________ ~~----- n n ' I n O_· --~--------~-------'---...,___·_· --'---- __ ·. ----~---· ------~-.,-----""",.-,CJ,_~-;--'----... ~-----------+----'--------1 8'7-1? .. ·~== .. ======' =· =====-=· =·· ,PLAN ID NO. -----------------.,-----o __ ---"-.. ~---~----------+------ · D_· __ ~--=--_-,-----,----------+---,-,--.-...... ,.......... TOTAL .FEE $:-/4CQ,.,. - *WARNING: PLAN CHEC'K FEES. WHERE NO AG:rlON:1s TAKEN-BY rn_E APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORF-EITED TO THE CITY. • . ~, .... White -Applicant Yellow -Fiie Pink'-(1) Finance (2) Data Proces$ Gold -.Assessor .' ;,-'.,_' ' ', ,-<' { "i ., ~ ; I _, -~ ' .... , . -/)IAw11v1;, ;vo£ :JJ<J-7 Application for Grading Permit Cll'Y OF CARLSBAO ·- ENGINEERING DEPARTMENT. APN ::Id. ____ _ 1200 Elm Avenu~ · . -43a.554·1 3i'S D Building Permit Plan Check No. ______ _ FOR APPLICANT TO FILL IN Site Address :_ ~· 1 / I (• .1 '--" '•·t ;.., -. J·-l 1 /-' t ;,: '.:., i i-~/.f C,: I/.) f':r:;; J> ,.·1 tf I' Legal Description t.. c, T JI -, ,, 4 ,~ 7 H· / Map No. 1 } ·1 y Subdivision Name -i'.\l {. h ,:) .1t ,,::/,. ·: ?,~ ti "-$oil Engineer R.C.E. Grading Contractor ··, 1. • •• t ;i , .... ,_ . ,, -,, - Address l ,_ 1 "\ ....... ~,l: 'Party responsible for overall supervision Surety Gompany. Sure-ty Address Date Fifed SPECIAL CONP'ITIONSWHICH:ARE MADE A PAR,T OF THIS PERMIT 1. . Authorized hours of operation, 7_:00 AM-to Sunset, Mondax -Fr-iday. :::;-/.!/Ji::--;-:,· ._:::··, ......... ,;i'..-.,,-<.-: .'~/r~ ,·-~ .. -O'td.-C i.=~--L~'----"-'-'---''-'-"-'---'--_._---i.--='---=c....----"---''---<-l-. ~· ,..;1:e;;___ ... -'--"--'-'-.,-, 2. Maul routes are to. be approved by City. Engineer. . Proposed use of grade site Number of cubic yards Cut 'Fi!I Proposed Schedule of Op!lr.ations (dates) Import Waste Finish 1 7-o I hereby acknowledge that I have read the application and state that the information I have provided is cortect and agree to comply with all City ordinances and State laws regulating excavating and grading, and the provisions and conditions ofany perm!l,Js~ed pursuant to 3. Adequate provisions shall be made for .erosiQ~ and siltation c::ontrol. 4. All slopes shall be plantE)d per City Code. , 5. All fills to be compacted to at least 90% of optrmum density 1.mless, noted oth.erwise. Under City Code Sec. 11.06 HO this grading ls: D REGULAR ·GRAPING -City inspector will make inspections this application. ~,,,, ,,.,, . ·:·~;!'~· •.. . ~ __,..... .--:.:::::.....If~--""'""'--. .ti-~' .. -""~,,~ .. -• Ii~ below. · · . · · IB'C'bNTROLLED GRAPING -'Private grading engineer shall Signature of Permittee -...,. ~-,...., observe work,-coo.rdinale tests, make reports. INSPECTiON_ DATE· INSP. SI.GNATURE Owner or authorized agent··~..-;;.-~~~.-:.-=+--..!~,---- 1-----"---~-~_:.::;l~"-1 -..:!. :f;..:."'--_,_. -·--~i.:.:.~~_.i:=..:.:.......;_.,,...::.w=.:.._-~--1 Initial· Site prep. ENVIRONMENTAL CLEARANCE - EIA 1 LogNo. /J/J 86-1/ Grading permit fee $ /. Permit Issued -!11' .-4' by ~ -2:3 eL Permit Expiration .Date By . Rough -prior to drains 11 t./)}ltit()-tll . Final~ slopes planted _ ---~-~---- . Compaction reports rec'd._ Private engr. 9ert. rec'd: . Copies: White-Office; Green-Building; Yellow-Inspector; Pink-Permittee; Goldenrod-Finance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD CASHIER'S VALIDATION • Cltttu nf Cl!arlshah SEWER PERMIT APPLICATION •' .,_ APPLIGANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: --=S=--=E=---~:--'-,{,.,.~,"-,-}1----'-e-',q'------~ BUILDING PLAN CHECK NUMBER: PC ;-~., l -] :~ 'BUILDING ADDRESS: =·r \\ : \ \ ,\ ., ,l/l. 1 ~: "I, ',v:,, BUILDING TYPE:_'=·-:...·L..,_i, __,,t--C';-· "---'-·1-!....L1.L.\ -'"i..:..1_..:.,'1..,_.1._,__L_ ___ _ ' ,· NUMBER OF EDU'S: ---'""=-'7-'.'-'fo-'~.,__,:,:,,,,'·3:.--r"--.,_,,(,.,_11 _,}'----------- OWNER:_•· ___ -__ '___,,------>':'f----------1 CALCULATIONS: .. l :,A\Fdh \t:CI ~ .:-: .. -·, ·t l .. :. l f ---" t; i '-~ l f MAILING ADDRESS: .... _. _., .. __ · _ __.._· ·-· _._,._. ·~1 -'-' _....,-""'~-.,,.~---+----..:..:.' . __ 1_,_!_,,,....,,l\'-·....,,\_-~"---'I \,_,_,i ~:....,· !'-. r_,_, ·--~·:_::.,'-' __ ,_., .<..,·h..,_,. Jc...,.::-.-.-,/=='·;1'--- -.... --··· ~ ...... -- r. ,, , } ... CONTRACTOR:_,.....-"'».,..'_...._..,-''.".'-'--' __,_1"_,_r_.-_. _r_·.._:, -=···:...:.7_, __:_,_...__·;l,c,...··-"-·J,·-+-----------------------... MAILING ADDRESS: --------' ........ , .... :,-· ,_· -"'-· · ...... ·.·_.c:..._, ............ ~! ~---+---------------------- LEGAL D~~-~IPTION: __.(.,,._::,,,_·t(:....1-.'-l_, __ _,_,..:...-'c...· #""''i ___ ,_-·...;.··--·-.,_:, _:::,_,-.:...· "'-4-i-• COST PER UNIT Q -~.~-· 1 - __,,_;u,....\...,1-"':1""', ...... 1 __ . __ x NO. UNITS -ti .... , .. t_ LATERAL CHARGE: -4,t-....,~::::,~:,,___,t-,...-,...t-_·.,_.,. __________ _ TOTAL CHARGES: -ll U·-. iC -u . <· .. ASSESSORS PARCEL NUMBER: ...;:.:';......,,r;;'_' ---(_····..._7'.._{..,..} ___ ;_,/ __ -~_.. __ 1 PREPARED BY: _-....,-t,_-~..,,_?-'-'-.''+1 l_/\-+-'-.--"-.,--'-!-'-r_,_1--"',:_,1_·\ ______ _ 'J (PRINTED NAME) COMMENTS: ------------------------------------- ;,., •·· ............ ,;. ... : .... "Y!"flTE: DPS GREEN: Finance CANARY: Water · PINK: Building GOLD: Applicant I CASHIER'S VALIDATION C!rttu nf C!tarlshab.~,,. t ,_ '~ ' I ( j' ~ ( 'i J l' • ' •; ' I ' I ' I SEWER PERMIT .APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: ~S~E~.:~;.;,.:'.t.~~~-1~Jt::.··___:::.:.!:::._l-~ .. -7L_·~~; __ BUILDING PLAN CHECK NUMBER: PC (--) 7 -7 e._, BUILDING ADDRESS: :' 1 -~~-::., t.A<": ... /· :i.llti'::. .l:iJ,,,,£;_ BUILDING TYPE: l \\}J)J).r1 \·~ ~' L, \~_. i_ L • NUMBER OF EDU'S: _____________ _ OWNER: /.\"1 ·~: ;-r:A1..<111,-lr._ :r {·-:-::-ci .. ·1 F.'"':" CALCULATIONS:\_',{4,l)~U{? o-~ ·:J{-~-UI i( .;f~jlJ/J~- MAILING ADDRESS: ...... .-.... ·: .. ~_.-_,_-:,,~, ____._._.t 1._·v1-"'-'-,_,,_-_, ·_--;_··-'-· r:......;.--·.;;;:·'---;;...."'__;;c~_t. ,_, ._,...,,..,..,,,...__,_,.A.J'--'t,__"'·_,,i.J=---cL=·'-"J:-'-~ ')....!(.....L..!e1!'-'---. =·~~--J""-l\,.....Ji.,.. .. ~~f....tl\µ.l D""---..-;,;,.,;..,.-ll _____ _ CONTRACTOR:.;;,..::,_"'.·..:....:<'_··--'';;....' 7"'";..,;...1 _· ---',..,-.;.......:_r'..:....· ,_.., _ •• -'-. _ __..4 ,.....:.·"1..:....·'·~~=--'--==-1~-··~,,t--=/::....1 D--=l> _____ -...4:..,-___________ / < MAILING ADDRESS: ___ .. _r_·_· _:::_ .. _.4_,.-,_ .. v;...1_·· _· _.;_. : ...... ·_. __ ,.--'_'--·::_:,,._":"..::::.i::~°"'L__.,..,,fo"--,/="/e,::</_'="')=··-------------------~ · lf/31/J --~~ ,~ .....• : -, .... ~ ~ ( .I • ) LEGAL DESCRIPTION: .:i_,_7 _,·_1 ----'' .. -_ .. ---------=lc..;.1_ . ..t_,.f.:...1 _::_·· ·..;_;,...._1 CONNECTION FEE _,_i.-~~~'.~_--·+f-_,., __ ··...,,.____·_· -~ _.,._,,-_. ---.._.1._'4..;.,;_4..-· 1 __ ~ --'--'"'-' ~T.,_ COST PER UNIT / _____ x NO. UNITS 't(j , f'":,_,,..., I .. • I I LATERAL CHARGE: _1'f-}-+-t.,,,.J+l4--'r'-/~_L_> ---~----- ;,t:; \"""l:! in--TOTAL CHARGES: -"--'"'""'J'--'!'--'-..LJ __________ _ , A$SESSORS PARCEL NUMBER: ... --:,::;_,:_! _...;::...: _-___;_, ._-..-.:.;_-' __ -...:.....:· __ ?-'-{(.:__ PREPARED BY: 1\ /,J\ (.) j\ j) K) <_ l;'JV (PRINTED NAME) ~ \)tC \~ ··( I' re t>MO_ .. nco • · : WHITE: DPS GREEN: Finance CANAf!Y: Water P.lfl!K: Building GOLD: Applicant FINAL BUILDING INSPECTION •,, ....... PLAN CHECK NUMBER: DATE: PROJECT NAME:----------------~-----'----'-'--~------'--'~--- 2180 Las PaJmas Drive ADDRESS: --~-----~---------'---------------~~-- PROJECT NO.: ________ UNIT NUMBER: ---'----~--PHASE NQ::. -~---..,...,-~~ comm --------~--------,-_ NUMBER OF UNITS: TYPE OF UNIT: Stave Sharratt CONTACTPERSON~'-'----------'-----'------'---,--~-'-'------,-,--,.-----,------- CONTACTTELEPHONE~· _7_45_-_o_9_4_5 ___ ~--'--~----'""---'--'-',.,C..---'----'-,--'--~--'----- ~"v~PECTEDat~dept P-~T:ECTED, ~ APPROVED.~· DISAP:~),itED ~-/ INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: ·,' .APPROVED,~---,---'-'- APPROVl;D __ _ ·_blSAPfROVED -'---- 1':!-' COMMENTS: -----------------------...,.,.;.,"---'---'--'----'-~"-'----'---'-- 'I•,' j }\./ .' .J, Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY.: Uiillties PINK: Plannin·g GO.LO: Fire .. ' . ~~ . . , .... -i-; ~: ' .. i- i ·.-~i0, ,: 'l;\ .. ~ Fl,NAL .BUILDING l~~PECTION ~PLAN CHECK Nt;JMBER: DATE: PROJECT NAME: --------.,------------------~-------:'.!1{;0 L,tf~ fJ:.ftt;:-.;t, %)rtvn "ADDRESS: ------------------,.~------,--;..---------- PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: _____________ NUMBER OF UNITS: CONTACTPERSON~·~------------------------------- 14$-.{)~14~ CON.TACT TELEPHONE:: _________ --,.,.~----------------'---~--- tvrCTEQff~ INSPECTED BY:~·-------'------ INSPECTED BY: _________ _ DATE d'°/::>L INSPECTED: +r-- DATE INSPECTED: DATE INSPECTED: APPROVED ~SAPPROVED __ _ APPROVED DISAPPROVED __ _ APPROVED DISAPPROVED __ _ COMMENTS: ---------------'---------------------- Rev. 1/86 WHITE: Suspense BLUE:.Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION '. B1-t3 · ·-' . '~'\ · · , ., :'.iP_LAN CHECK NUMBER: DATE: ~-i ••• , , ~· -f", '. ' ADDRESS: TYPE OF UNIT: comm ----',-----------NUMBER OF UNITS: Stov~ Sharratt CONTACTPERSON~·--------.,---.,---------~-------~--,--~~=---.d"F. 745 ... 0945 CONTACT TELEPHONE~·-------,--~---'-----------------,-------- 3U dept INSPECTED DATE 1lI1~~0VED / DISA~PROVED BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE L-~ BY; INSPECTED: APPROVED DISAPPRQVEo' COMMENTS:------------,----------------------- t Rev. 1/86 WHITE: Suspense BLUE: W!!J!lr .I;)istrict GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire /• l .. ·-, ._ '., ~, ... ,,-..,,. .. ,. .. -.._,,;, .. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: RECEIVED AP~ 1 3 198B 4-11-na DATE: PROJECT NAME:-------~------------------------- ADDRESS: PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: _______ _ TYPE OF UNIT: _____________ NUMB~R OF UNITS: CONTACT PERSON=-----------------------------~-- CONTACT TELEPHONE: ______ -,------------'--------~~-~------ ;,U dopt . kNY~PECT~ DATE :JL,~/4i APPROVED~ INSPECTED: DISAPPROVED l INSPECTED DATE BY: INSPECTED: , APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:---------------------------------- Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ' . FINAL BUILDING INSPE-CTION 87-78 4-11-88 PLAN CHECK NUMBER: DATE: PROJECT NAME: --------------------~------,-'--~--=--- 2180 Las Palmas Drive ADDRESS: ---------~------------------------'---~ PROJECT NO.: ________ UNIT NUMBER: ---,------PHASE NO.: _______ _ comm TYPE OF UNIT: ----------~--NUMBER OF UNITS, Steve Sharratt CONTACT PERSON~·-----------------~--------------,,- 745-0945 CONTACTTELEPHONE~·------------------~-------'----~-'---- all dept INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE APR. 1 a 19.BB INSPECTED: _ · DATE INSPECTED: DATE INSPECTED: APPROVED -~ DIS~PPROVED ·-,,----- APPROVED __ _ DISAPPROVED ~-- APPROVED DISAPPROVED __ _ Costa Real Municipal Water Oistnct COMMENTS: -----t-Eef"ln""'gtttif""'1e,.,e"'t""i1 ..... ,g-O'""e .... p..,.a""r .. tm-e=n*"t _.,"'--~~=~= ... ~------~~----'--- (619) 438-3367 .· ·-. • ... •-..;.~'J .. MUNICIPAL WATER DISTRICT j Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ''.A QUALITY ASSURANCE FIRM" September 14, 1~ City of Carlsbad Building Inspection Depa,rtment 2075 Las Palmas Carlsbad, CA 92009 Attn: 1'.ony Mata Reference: Palomar Airport Business rark, 2180 Las Palmas Building Permit Number -87~78 Dear Sir: TESTING SERVICES & INSPECTION, INC. 1995 BAY FRONT BL VD. BUILDING I-A SAN DIEGO. CA 92115 (619) 254-9904 Testing Services & Inspection, Inc. has performed. the structural steel welding inspeciion on the above referenced project as requested by the contractor. To the best of our knowledge, the work requiring special inspec- tion is in conformance with the approved plans and specifications of the Uniform Building Code. Signed reports of the special inspection performed by Testing Services & Inspection, Inc. have been sent.to the City of Carlsbad Building Inspec- tion Department. O:Ji :ubmitted, Juan R. Diaz ~ Pres'ident Testing Services & Inspection, Inc. Jim: E!r Enclosures RmISTERED INSPEX:.".OCR'S ·~OF: :PAGE 1 OF 2 ---- ,· ,' "A QUALITY ASSURAN~ FIRM" TESTING SERVICES 8 INSPECTION, INC. 1995 BAY FRONT BL VD. BUILDING I-A SAN DIEGO. CA 92115 (619) 234-9904 'REINFCRCED ~-.!... STROCTURAL STEEL ASSEMBLY PRE-'STRESSED c:x:K:RETE · HIGH-S'l'RFN:,TH 9JLTS RE~ MASOORY . x" RE-BAR WELDS --- SHOP_ . FIEID X Ol'HER. _____ _ JOB ADDRESS BUILDllG PERMIT 00. !PLAN FILE.00. 2l80 LAS PALMAS PRIVE, CARLSBAD. CA 87-,-78 ~-CR.PRQJEX:T WOO: .ARCff~ PALOMAR AIRPORT BUSINESS PARK PEREVERE PARTNERSHIP DESCRIBE MAT'L (MIX DF.sIGN, RE-:MR GRADE ~ MFGR. WELD-RCO im::.) STRUCTURAL STEEL: A:STM A36 EN3INEER ELECTRODE: E-7018, E-8018 STB STRUCTURAL ENGINEERS. GEm:RAL CXNI'RACIDR CERTIFIED. WELDER:· RON CHAVEZ DANIEL WEBB CONSTRUCTION ~croR oom:; REPCRTED W)RI( SAN·DIEGO CONSTRUCTJON WELDING INSP'N · LCX::ATICNS OF W)RI( INSPEX::TED. TEST SAMPLES TAKEN, W)RI( RE;JEX:TED, JOB PROBLEMS, PROORESS, REMARKS,.t.J.'L:, DATE IOCLUDF.s INFORMATIOO ABOlJI' AM:XJNTS OF MATiL PIACEDCR \IORK PERFORMED, NUMBER, TYPE & I.D. NUMBERS OF ~ TFSI' SAMPLES T1il<EN: STROC'I'URAL ~:toos (WELDS MADE. H.s. BOLTS 'roRntl'P.n) CHEx::KED E'IC. 8/lQ/8 MONITORED WELDING·OF PRE-CAST. PANEL PLATE CONNECTIONS AT' ROOF LEVEL AND SECOND FLOOR LEVEL OF BUILDING. WELDING WAS PERFORMED AT THE FOLLOWING PANEL LINES: . B~7 (ROOF. SECOND LEVELS): ·c-7 (ROOF); D.8-6 (ROOF, SECOND LEVELS}; D.9-5 (ROOF, SECOND LEVE!,$) ; D~.8-5 (ROOF,. SEC0ND LEVELS) ; E-4 (ROOF); E-3 (ROOF); E.,..2 (ROOF);_ E.:.2.5 (ROOF); I>-1 -(ROOF); B-6~-.5 (ROOF}; A. 5-6. Y· (ROOF, . SECOND LEVELS) .. : WELDS gf·NOTED LOCATIONS-WERE COMPLETE AND ACCEPTED. JOB PROJECT IS INCOMPLETE. ~ B/17/8. VISUALLY INSPECTED FIT~UP, MONITORE~ PRE-HEAT WELDING, PERFORMED VISUAL INSPECTION 'ON COMPLETED FULL PENETRATION REBAR SPLICE, AS PER REVISION SHEET D-,2,. IN$PECTED WELDS AT COLUMNS, LINES: D.8-5(2); A-4(2); A.3-4j2). WELDS WERE COMPLETE AND VISUALLY ACCEPTED. .... . . -.. ' A \66 \ / ... ·. ,~W _ \//ti Q\r-.. ~v ~V\ NV\" ... fJ\~ I HEREBY CERTIFY 'ffiAT I HAVE IN~ProrED ALL OF THE ABOVE REPOR'.rn) ~, UNLE S OI'HERWISE ~ , AND 'ID THE BE.ST OF MY ABILITY, I HAVE FOOND THIS W)RI( 'ID <XMPLY WI'm THE APPR<NED PLANS, SP · IFICATIOOS AND :PPLICABLE BUILD- ~ LAWS. APPROVED BY:.__.,--'----.------ ~IS'l'ERED INSPEX::'ltR IS . REl?CRT OF: .. '.'A QUALITY ASSURANCE FIRM" REINFCla!D ~ PRE-~SED ~ REJ:NF(I{CED MASOORY TESTING SERVICES 8 INSPECTION, INC. 19~5 BAY FRONT BL VD. BUILDING 1-A SAN DIEGO, CA 92115 (619) 234-9904 ,l_ S'IROCTURAL STEEL ,?!SSEl-lBLY __ HIGH-STRENGJ:'H BOLTS __ _ .PJ\(;E_2_· -OF_2 __ · SHOP__ _ FIEID _!_ ,.L. RE-BAR WELDS C7l'HER ------ JOB ADDRESS · 2189 LAS PALMAS 'DRIVE,. CAELSBAD ,. CA . BUILDn«; PERMIT oo. ·S7-78 !PLAN FILE oo. ~ ~ PRru:EX:'T WOO: . ARCHITl!x:'l' PALOMAR AIRPORT BUSNINESS PARK PEREVERE PARTNERSH+P DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR. WEID-ROO E'K:.) STRUCTURAL STEEL: ASTM A36; REBAR: ASTM A61,S GR-: 60 ENGINEER ELECTRODE: E-7018, ·E-8018· STB ·sTRUCTURAL ENGINEERS· GEm:RAI. CXNI'RACIUR CERTIFIED WELDER! RON CHAVEZ -DANIEL WEBB CONSTRUCTION mn'RA~ oom:; REPCR1'ID WJRK SAN 'DIEGO ,.CONSTRUCTION. WELDING INSP'N · I.OCATIOOS OF °l'ORK lNSPFX:rED. TEST SAMPLES TAKEN, °l'ORK REJEX:TED, JOB PROBLEMS, PROGRESS, REMARKS,.t.·1\:, DATE IOCLUDES ~TIOO ABCXJI' AM:XM1'S OF MAT'L PLACED OR °l'ORK PERFORMED, NUMBER, TYPE & I.D. NUMBERS OF OF TE'SI' SAMPLES TAm-i: STROC'l'URAL ~IOOS (WELDS MADE. H.S. BOLTS.TORQUED) CHEx::I<ED ETC. 8/2:1/87 MONITORED .PRE-HEAT, CHECK FIT-UP, MONITORED WELDING OF #11 RE-BAR SPLICE AT frRsT FLOOR co1UMNs, GRID LINES 4:-E, ,4 .... A. WELDs_;WERE coMPLETE PENE- TRATI0N AND.VISUALLY ACCEPTED. ALSO MONITORED WELDING OF PANEL CONNECTIONS AT LINES 1.,..E (THREE CONNECTIONS); 1-C. (ROOF); 1.5 .... E (ROOF)';. WELDS -WERE . VISUALLY ACCEPTED ... 8/24/8~ MONITORED WELDING OF PANE1 CONNECTIONS IN-PRE-CAST PANELS AT THE FOLLOWING LOCATIONS: .D·.:9-::"6· (ROOF); 1-B (.ROOF); ·1-A (THREE CONNECTIONS); 1.5-A (ROOF); 2-A (ROOF); 2 .• .5-A (ROOF)-; 3--,A (ROOF); 4-A (THREE CONNECTIONS); 5-A (ROOF); 6-A· (ROOF, .SECOND LEVELS);. 6-A..5 (ROOF,_ SECOND LEVELS).. AT LOCATIONS NOTED, WELDS WERE COMPLETE, CORRECT SIZE, LENGTH, LOCATION AND FUSED TO BASE' METALS. WELDS WERE VISUALLY ACCEPTED· •.. I HEREBY CERTIFY 'fflAT I HAVE INSPEX:TED ALL OF THE ABOVE REPORTED ~, UNLESS OI'HERWISE N:Yl'F;D, AND 'ID THE BEST OF MY ABILlTY, :t HAVE FOOND THIS WJRK 'ro CXMPLY WITH THE APPRCM:D PLANS, SPECIFICATIOOS AND APPLICABLE BUILD- m:; IA:~OVED BY:_____________ . kl~ ~~ SIGNATURE OF REX;ISTERED INSProroR vUs~c=i Wyman Testing Laboratories 4811 VIEWRIDGE AVENUE SAN DIEGO, CA 92123 (619) 268-9699 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OREINFORCED CONCRETE , OSTRUCT. STEEL ASSEMBLY OPRE-STRESSED CONCRETE OREINF0RCED GYPSUM OGLUE-LAM,FABRICATION OREINFORCE0 MASONRY OPILE DRIVING O0THER JOB APDRESS 2180 Las Palmas Drive Carlsbad NO, 87-247 FOR WEEK ENDING 7-31 II 87 OWNER OR PROJECT NAME BL.DG, PERMIT NO, PL.AN FIL.E NO, Palomar Air ort Business Park Lot 11 87-78 CONSTR, MAT'L. (TYPE,GRADE,ETC,J ARCHITECT Rein for oncrete De Revere Partners ENGINEER STB Structural En ineers GENERAL.CONTRACTOR Sharrat Construction CONTR. DOING REPORTED WORK arr 1 Webb Construction L.AB RECEIVING & TESTING CONSTR. MAT'L. SAMPLES Concrete, Mix Desi n #721 6 sack W man Testin Lab CONCRETE INSPECTION 7-3'1 : . . Inspecte~ the reinforcing steel installation for tilt-up walls per details on sheet S-1 thru S-5 of approved drawings. ',' Inspected reinforcing steel for size, grade, lap, locations, and clearance. Verified member dimensions with inplace formwork. Check~d locations of embedded items and sleeves. Inspected the placement and consolidation of 140 cubic yards · ~f coricrete, mix design# 721, in the following locations: panels 1 thru 10, 13 thru 18, 26, 29 & 30. One set.of 4 test cylinders taken from panel 30. :slump test results 2.5". Concrete supplied by CalMat. Ticket #791926, truck #4212. Work inspected is in accordance with the .specifications. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. TERED INSPECTOR ~,C/J / 2-::s REGISTER NUMBER Wyman Testing Laboratories 4811 VIEWRIDGE AVENUE SAN DIEGO, CA 92123 (619) 268-9699 •. COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0REINFORCED CONCRETE . 0STRUCT. STEEL ASSEMBL V 0PRE-STRESSED CONCRETE DREINFORCED GYPSUM 0GLUE-LAM.FABRICATION OREINFORCED MASONRY OPILE DRIVING OOTHER JOB ADDRES.S 2180 Las Palmas Drive Carlsbad NO, 87-247 FOR WEEK ENDING 7-31 " 87 · OWNER OR PROJECT NAME BLDG, PERMIT NO. . PLAN FILE NO, Palomar Air ort Business Park Lot 11 87-78 C,ONSTR, MAT'L (TYPE,GRADE,ETC,) ARCHITECT Re'nf r oncrete De Revere Partners ENGINEER STB Structural En ineers GENERALCQNTRACTOR Sharrat Construction LAB RECEIVING & TESTING CONSTR, MAT'L SAMPLES Concrete-Mix Desi n #721 6 sack W man Testin Lab CONCRETE INSPECTION 7-31 : . . Inspected the reinforcing steel installation for tilt-up walls per detiils on sheet S-1 thru S-5 of approved drawings. ·· .. 1-: • Inspected reinfo~cing steel for size, grade, lap, locations, and clearance. Verified member dimensions with inplace formwork. Check~d locations of embedded items and sleeves. Inspected the placement and consolidation of 140 cubic yards of concrete, mix design# 721, in the following locations: panels 1 thru 10, 13 thru 18, 26, 29 & 30. ·one set.of 4 test cylinders taken from panel 30. :slump test results 2.511 • Concrete supplied by CalMat. Ticket #791926, truck #4212. · Work inspected is in accordance with the project ,specifications. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDiNG LAWS. Wyman Testing Laboratories 4811 VIEWRIDGE AVENUE SAN DIEGO, CA 92123 (619) 268-9699 ~OVERING WORK PERFORMED OREINFQRCED CONCRETE . OSTRUCT, STEEL ASSEMBL V WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM OGLUEsLAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCEP MASONRY OPILE DRIVING O0THER JOB APDRESS 'FOR WEEK 2180 La$ Palmas Drive Carlsbad NO. 87-247 ENPING 8-14 •t9 OWNER OR PROJECT NAME BLOG, PERMIT NO, . , PLAN FILE NO, ·Pal9mar Business Park II 87-78 CONSTR,·MAT'L [1"YPE,GRADE,ETC,J. · Reinforced Concrete '.L'ilt-up A'l:fHtl"ECT e evere Partners DESIGN STRENGTH 'SOURCE OR MFGR, EN§fBEE~ f 1c 3000 CalMat tructural Engineers PESCRIBE MAT'L, (MIX DESIGN, RE•BAR GRADE & MFGR,) R~inforctng Steel ASTM A-615 gr-60 GSfiRALCOtT~CTOR . arra. onstruction Mix .Design #C536CWP4 • CONTR. oo11G vtiiTEe WORi t. Darre e ons rue ion LAB RECEIVING & TESTING C~STR. MAT'L SAMPLES Wyman Testing La CONCRETE INSPECTION 8-14 Inspected the reinforcing steel installation for the tilt-up wall panels per details noted on sheets S-4 thru S-7 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearance. Verified member dimensions with inplace formwork. Checked locations of embedded items and sleeves. :i:nspec.ted. the placement and consolidat~on of 123.5 cubic yards of concrete, mix design #C536CWP4, in the following locations: precast wall panels 11, 12, 19, 21 thru 28 and 3 truck dock panels. One set of 4 test cyl:i.nders taken from panel 19. Slump test results 4.5". Concrete supplied by CalMat (Oceanside). Ticket #504068, truck #4104. Work inspected is in accordance project specifications and the UBC. ' CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE N<;>TED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. with the approved plans, REGISTERED INSPECTOR C/;:(1(/V~ REGISTER NUMBER 87 WYMAN TESTING LABORATORlif'•0~ 1 •~" . ~ REPORT OF COMPRESSION TESTS 4811 Viewridge Avenue San Diego, CA 92123 (619) 268-9699 11760 D Sorrento Valley Rd. San Diego, CA 92121 (619) 481-3359 PROJECT Palomar Airport Busine~s Park 11 PROJECT NO. PROJECT ADDRESS 2180 Las Palmas Drive, Carlsbad CONTRACTOR ___ S_h_a_r_r_a_tt_C_o_n_s_tr_u_c_t_io_n ______________________ _ ARCHITECT/ENGINEER __ D_e_R_ev_.;_er_e_P_a_r_tn_e_r_s_· _/ _S;....T_B_S_t_ru_c_t_u_r_a_l_E_n_.:g::....i_n_e_e_rs ________ _ TO BE BILLED Sharratt BLDG. PERMIT NO. __ 8:;_;1_:..._;;,7_;;,8 __________ PLAN FILE NO.-------------- ,,SAMPLE DATA REPORT OF M CONCRETE O MORTAR O GROUT O OTHER _________________ _ SUPPLIER __ C_a_lM_a_t_,----'-------------PLACEMENT DATE __ 8_-_1_4_-_87 _______ _ MIX DESCRIPTION 5. 7 sack TICKET NUMBER ___ 5_0_4_0_6_8_' -------- MIX NUMBER ___ ._C_53-6_C_W~P~4_· _______ TIME IN MIXER SLUMP 4. 5 11 ADMIXTURE _____ W_R_D_A_7_9 ______ _ TYPE CEMENT 11 AIR CONTENT ____ N_/A _________ _ UNIT WEIGHT ---~N~/~A~---------DESIGN STRENGTH _ _.;;:,_30=--0::....;0C-C..P...:;;.S..,;;,.I ______ _ LOCATION OF PLACEMENT ______ W_a_ll_.p._a_n_e_l-----#_1_9 ____ ---'-,,------------------ SPECIAL TEST iNSTRUQTION OR REMARKS ----'----------------------- REQUIRED STRENGTH (f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY Greg Azli'n. DATE RECEIVED IN LAB __ 8_-_1_8_-_87 _____ __.__ LABORATORY DATA AGE FIELD IDENTITY 6 • 28 . 28: LAB CONTROL NUMBER PA 5 PA 6 PA 7 ~ DATE TESTED 8-20-,87 · 9-1 F87' · 9-11~s1 DIMENSIONS INCHES 6 X .12 6 X .12 6 X 12 TEST AREA SQ INCHES 28.27 28.-27 28.27 MAX LOAD POUNDS 71,000 COMPRESSIVE STRENGTH PSI 2510 LABORATORY DATA REMARKS------------,--------- DISTRIBUTION------------- ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C61.7-76 REVIEWED BY: DATE ___ _ PRELIMINARY REPORT Wyman Testing Laboratories 4811 VIEWRIDGE AVENUE SAN DIEGO, CA 92123 (619) 268-9699 OREINFORCED CONCRETE . 0STRUCT. STEEL ASSEMBLY COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0PRE-STRESSED CONCRETE DREINFORCED GYPSUM 0GLUE-LAM.FABRICATION 0REINFORCED MASONRY OPILE DRIVING 00THER JOB ADDRESS 2180 Las Palmas Drive Carlsbad OWNER OR PROJECT NAME · Palomar Business Park II co·NSTR. MAT'L (TYPE,GRADE,ETC.J Reinforced ConGrete Tilt-up DESIGN STRENGTH 'SOURCE OR MFGR. f 1 c 3000 CalMat DESCRIBE MAT'L. (MIX DESIGN, RE•BAR GRADE 8c MFGR,J Reinforcing Steel ASTM A-615 gr-60 Mix Design #C536CWP4 ' FOR WEEK NO, 87-247 ENDING 8-14 BLDG, PERMIT"NO, IPLAN FILE NO. 87-78 · A~H_/.J'ECT ve.1:tevere Partners GEN~RALCO~TIJ..ACTOR Snarra~.construction CONTR. DO~li,G ~.~PQ~_TEP, WOR~ t. Oarreii weoo cons~ruc ion 19 87 LAB RECEIVING 8c T~STING CO,NSTR, MAT'L SAMPLES Wyman Testing Lao CONCRETE INSPECTION 8-14 Inspected the reinforcing steel installation for the tilt-up wall panels per details noted on sheets S-4 thru S-7 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearanGe. Verified member dimensions with inplace formwork. Checked locations of embedded items and sleeves. Inspected the placement and consolidat~on of 123.5 cubic yards of concrete, mix design #C53(?CWP4, in the fallowing locations: precast wall panels 11, 12, 19, 21 thru 28 and 3 truck dock panels. One set of 4 test cylinders taken from panel 19. Slump test results 4.5". Concrete supplied by Cal M·a t (Oceanside). Ticket #504068, truck #4104. Work inspected is in accordance with the approved plans, prqject specifications and the UBC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NQTED I HAVE FOUND THIS WQRK TO COMPLY WITH THI;: APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CIT¥ OF SAN DIEGO BUil.DiNG LAWS. RECEIVED AUG 2{ 1987 CITY OF CARLSBAD Building Department REGISTERED INSPECTOR u,u/V&W,l REGISTER NUMBER -~. :=· < Ml . /)(Furnish -as Submitted · · D .Rejected . . 0. Revis~ and· Resubmit· 0 Submit Specified Item 0 Furnish as Corrected . ·. CORRECTIONS OR COMMENTS MADE ON·THE SHOP DRAWINGS OUR ING THIS REVIE~ DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH REQUIREMENTS OF THE DRAWING-$· AND SPECIFICATIONS THIS CHECK IS ONLY FOR REVIEW OF GENERAL CONFORMANCE WITH THE STRUCTURAL s1~t~Q9:)1-C~P.I ,Qf:. THE PROJECT AND GENERAL COMPLIANCE WITH . ~'f?ifu3i-Tf<'>N '€:!VEN IN THE CONTRACT DOCUMENTS THE CON . TRACTOR 1s RESPONSIBLE FOR: CONFmMING AND CORRELATING All . · QUANTITIES AND DIMENSIONS; SELECTING FA@RICt.\TlON PROCESSES TMI JOIST OA©Ctl=JW~Bi'l~OJN:SOF CONSTRUCTION; GOORDrNATlNG HIS WORK WITH THAT OF ALL OTHER TRADES; AND PERFORl'311NG HIS WORK IN . A SAFE AND SATISFACTORY MANNER. JOB NAME: 'J?A!,..oMA.R A\{~ P?F:'TSTB~tR:ltaT11it4~!ftG!NEERs; me. TMI J-OB NO: ___ LOCATION: ~~\...<;,.~J:,...t). ~-'/ C.& PREPARED FOR: \SSCQH:0100 J GA .. ATTENTION: FLOOR LOADS (100%): DEAD LOAD = ·_zl::, · PSF ;LIVE ;LOAD = 50 PSF ROOF-LOADS (· %) : PSF ----PSF ----PARTITION = 1P PS·F DEAD LOAD= LIVE-LOAD = SNOW LOAD= MECHANICAL=: PSF- . CORRIDOR ::: ..-· PSF .. · ALLOW. MOMENTS INCREASED 7 .-% FOR. JOISTS SHEET-(S) /-~ . . ,... ... . . i REVISION ---- MAX.- NQ_TES: S Set (s) of calcula·tions prepared per L'(~-~ "·'Po?fl. .reques ···~·~ ...... ~ ...................... ~••••*•··································· The engineers stamp is to confin1 that nu Joists .U'I! designed to carry the loads shown for the spans and spaci~ indicated. The design loads tere provided by others Ind their ideQu.u:y has not been verified. If the loads, spans or spacings ffl! i""ncot""". ·-t1!CfM'c:t or i~lete notify nu structurd Systees, Inc. iaediately. ·Heither engineer nor TMI Strtclural systl!IISt Inc. can be responsible . for the design or unufidure of these joists if arterecf'or used in mt other-llal'll'ler' not shown specifically on these calculations, nor ,re they .responsible for a.rr; other portion of the ~ing structure • • > } . I . Ml STRUCTURAL SYSTEMS, INC . ~ROJECT: PALOMAR AIRPORT BUSINESS PARK DESIGNER: .SDR · PATE: 8/10/87 JOB.NO.: - SHEET: ) · **·*******************-K·*.************ MK . F 1 LL =·50 psf *****-K·***-.<·**~·********.**~*****~"-l<·-l(-;r;- SPACING= 16" o.c. W 1 = 128 pl ·f . DL·= 26 psf PL f= 20 psf IU.(19.33') 12371 19.33' 0 Furmsh as Submitted 0 Reiected :-· .... · ~tms.e and Resubmit 12~iiSu_bmit _Specified Item ·o Furnish as. Corrected ., 14 INCH 1MI~424 2100~ ;.i• < 7-;. REPET IT I Vt;: I NC REASE USED ~ ALLOWABL§f MOMENT) · ALLOL.JABLE SHEAR (t]t iOO¼) = 17704:l= """.''"~~-~-"5!''5!..,.,'"'1''1TOP·'"1:·5~. '"=·=::!".--~~J':".-'?19~91----- ALLOvJABLE Mo'MENT <•IJ 1QO¼) = .8910' # · EI X 1<)-""'6 = 894 .,. S~•AN m~E TOTAL DEFL. = O. 55 INCHES = 1/ 4-21//.).1..L.:::9,'l-~'h 1/,zc ******************************************************~********************** The en9!rieers stamp is to ~nfirra that TKI Joist~ are designed to carry the !~ds showr, for the spans and spacin9s iridica!ed above. The design loads were pro~1ded by others and their adequacy has not been v.er1f1ed. lf the loads, spans or spacings are 1r,correct · or ir1C011tplete notify THI" Structural Syste111s, Ire. iWllediately •. Neither engirieer r,or TMI Structural Syste111s, Inc. can be responsible for the design or manufacture of these joists if altered or used in any other manner. not shown specifically on these calculations, rt0r a~ they responsible for any other portion of the supportir,g structure. . • f ··-., ~. •, . -~~ .. · : .. ..::';'._ ... -5~, . . · .. ..·,:.-•• ! -:..' • '. , ... :-. ' : -~ : ,. .. .. ·',i.. ,' ....... -·Ml ·STRUCTURAL S~STEMS, INC. ~ROJECT: PALOMAR AIRPORT·BLJ~INES~ P~RK DESIGNER: GDR .DATEI 8/10/87 .J . JOB NO. : ·- SHEET": 1,_.. '*·*·*.-***'*·*·***·*-*·**'*''*'****·*"******·*·*·'*·***-K· -Ml-<. F 1 ********************************* -L:L == 50 ps.::i nL .. ;:3\$ ps f PL ::::: .i.~!-0 psf · W1(19. 33') I I r Pl . ,, 19.33' SPACING == ·16 11 ,:,. c. W1 =? '1~ pl f . ~ Pi= 1067#@ mid-span (safe load) ., .. " '• -· 872ft ' ,· r '·· , ._., . ·~ : . -6790' tt --. -. -.-. . . : • • • • t J.":...:. ·: . ' ~ ·.:. _, -_ .. ~' _,...,..,..---:. . -~ ; . ~..,... ' . ' ' .· ----.... . ' ? : , ~-.:.~,:: ;:' ·--,.; _,.,.,---' ' . -----..__-.......,.,..--.......-:_ ------------ **~ USE 14 INCH ~MI~424 2100F FLOOR JOIST*** 7¾ REPETITIVE INCREASE.USED FOR ALLOWABLE MOMENT>. -- ALLOWABL~ SHEAR (@ 100¼) -1770# K X 10A6 -5.79 ALLOWABLt MOMENT (@ iOO¼) = 8910'# EI X 10A6 = 894 SPAN ONi'::'. TOTAL DEFL. == 0.55 INCHES= 1/ 425 --., :·. '.'. -· . -, .. , .... :· ·. -~·. ,· ***************************************************************************** . . ' . , ,the er,gineers stamp is to ~nfirra that TMI Joist~ are designgd to carry the ;o~ds shown for the spar,s and spacir,gs ir,dica~ed above. The design loads were provided. by others and their adeqt.lacy h~s not been verified. If the loads, sparis or spacings are incorrect -or_ incomplete notify TMI Structural Systems Inc. immediately, Neither engineer n,)r TMI Structural Systems, Inc. can be responsible for the _design or ma~1ufacture of these jo"is~s if altered ·or-u~ed ir, ar,y other manner riot shown. speciflcally on these calculations, nor are they respor,s1ble for any other portior, of the supporting structure. '. .,,,., . . ...... Ml STRUCTURAL S~STEMS, IHC. PROJECT: PALOMAR AIRPORT BUSINESS PARK JOB NO. : DE$1GNER: GDR · DATE: 8/10/87 SHEET: .3, **********************************~ MK·F1 LL= 56 psf ********************************* SPACING == 1 G 11 r:o. c. W1 = -j~ pl -f . • DC= 26 psf 1· PL = 20 psf Pi == ·10E.7# 111 1. i.=:'.5' (safe l,:,ad) • I l Pl l,l1(1• .33' > . -~ i C • I 19.33' *** USE, 14 INCH TMI~424 2100F FLOOR JOIST*** 7¼ REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT):• ALLdWABLE SHEAR (i 100~) = 1776# . K X 10A6 - ALLOWABLE MOftiENT (@ 1001/.) == 8910' # EI X 10-····E, = J 407# 5.7'3 89L~ SP'.AN ONE TOTAL DEFL. = 0.22 INCHES= 1/1047 -K·**"****·******"*'*************-K·:l(·*********-K·-K·*****************-K·**·=*-l!·***-l!·*****·*'***** The engineers stan1p is to confirm that TMI Joists are designed to carry the loads sho~m for the spar,s and spaci119s ir,dicated above. The.design loads were provided by others arid ·their adequacy has not beer, verified. If the loads1 spans1 or spacings are ir,correct , or irtcomplete r,oti fy TMI Struc~ural Systems, Inc. immediately. Neither engir~r nor TMI Structural Systems, !rte. car, be responsible for the design or manufacture of these joists if altered or used in any other manner not shown specifically on these calculations, rcor are they respor,sible for any other portion of the supporting structure. . . • f ii<. 0 z CD 0 -, f-z L1J :::i (.) .: STB. STRUCTURAL ENGINEERS, INC. STBJOB NO. ?<ci ":° l t.{ ! PROJECT: PA1--DcY'vA-:JG ·,-. BY:~ DATE: c-CJ~ -fsf cuENT: De ~12. \. • SHEET NO. D I \ . ., . . \ \ ". I\ . ' ':.t' . . . ·, ~ .. ,,. I; •• . .. :;. LL ...... r,-~1crsr .... o '·1 LE,....R 11., d ...... x l J <..,_. • r {...... r"' ._,, @ 3.11 _OJC. 1?.J LBDSE:R i; 4/87 ci z co 0 ..., 1-z w :J (.) . "' DATE: ____ _ 11 ~ ~ -~ >-~ co I 0 w w ~ ~ 0 > w a: STB STRUCTURAL ENGINEERS, INC. PROJECT:·. (%UY'f\-C1J( .. CLIENT: .()E: e.cv:cr?c STB JOB NO. 2 b -I l.J I svY-tt!A DATE: 8-7 b-~ ..... i SHEET No._D..:2:_ OF __ _ NOTICE / CALCULATIONS TO B;.'.%.ID MUST BEAR .,... A COMPAN): Si'GNATURE IN RED INK. A REl!RCJ1)UCED SIGNATURE IS NOT VALID. ,.,. T JI ~-n-tt ~':;-T I b - I 4/87 ·1 .... , . . A ,, 0, --1 ~~:,}-.> l ·I -~ (" . THESE ,CA(CULATIONS CONTAIN INFORMATION PROPRIETARYTO STB STRUCTURAL ENGINEERS, INC. THIS DOCU· MENTOR ITS CONTENTS MAY NOT BE REPRODUCED OR DISCLOSED TO OHIERS WITHOUT THE PRIOR WRITTEN CON· SENT OF ~TB STRUCTURAL ENGINEERS, INC. ALL RIGHTS RESERVED. / ' , ··: .~ l \ ! ·'' I I I 11-(?i -· .M1 i~ ~--'·· (t .. j. ;-. l: \P, ~_, \11\r,, .. ,,.,,,,1···,.:,1··. orVtc 7' .' .• : ·., ',: 1 ii:!. ' ', -:-'/··.'.'"'1:·,. ·' ,',, ~!-= i.. .. , . ; :-ol ,,, 1.: •·,i,,'(,_',. } \ ', ·.,.,., ''1' 'I• () ·.::·\·:1··1 ·;:,:·. T ·•::;§{!l{\:;\ J', ,'!'11\ 1/.1 ,,• 11, 1•, i-<:~/l?~.·'.'·'·~!· -' (~ :if' ~~7l m·f :::i~-.....:.. ·11 z.~ m-nm or r>po -n O r-m-~ )> z.. 71 r o m rn 01 :PR ~id: ]J t.~ c']l 'f · Olm 7l r ) . re-(J) _c _ .. T7 f':), -r ~ ;{ I . ,(le -f]! -t-G q1--,. 7\E--='; ffi (P r. ~ 0 r· :)f'.fi{? ><'·'· I ' \ ~-~ •;,' ''' \ •:, • '1,:'1', I•,,, ! '~/ 1/ I I •• '1 • ~ • /J.tl.tJ l\ev,Eweo sv a, DATE 9-/- ' i CLIENT JOB NO. _______ _ ~~ ~ I 1-1 . -; -------==-=r=--.. -,--...., ,..,,-L e41:;.: ~ ·It -t--" 'ff!-~ -~ r~ UY . r >t\ 711 <:} ("-' lr u 71 !11 -,. ::t) 8 g {j:"fl. }>< r:. -n -z: .. 111 , · -t chii rn, • ·11 C r ~-~ "- I 0 ~ m I .. ~r ~ ~. t?. ~ I ~0 .,. .. I I , I al I uf ' .:.J ~ \\ 1:i ,; '-/ Z\d ~~. -:t~ en :,:, S:: 2 r:, C: ~ 0 ~ ;; z OJ C ~ ~ p :t>:::, I i--l p "ti -:0 m O ·Z c... --i m ... 0 :-:I 00 ~ 00 ;a § .~ ~ ~ trj z C'.l ~· trj ;:i::, SfJ 2 ~ en CD CJ> ::i:: -< -I ffi ~-~ Z CD ~~ ~ 0 "Tl 0 z ID 0 ..., i-:. z w ::J (.) ,., . . STB STRUCTURAL ENGINEERS, INC. PROJECT:~. -B~A~L.,O~cro~,Ars.JJ<:::-...J.A::...l.·~1&,.,.,_Rmi?:::...).,JLl,--~~~:._·~:..LAU.,,,R.1.-l. CLIENT:_-,-...:[)E.!:e:::. ~ra~.P'.s.· u·'fe~fc~E,.,,.. ~. ------- -1-x. &, f:PB-AJeur,1s r--· @. 24 1~hC . AQJ; 1 eE('.3).,.Heso es ~ *fO ta5CJl:S vE ?fs'tC::,,'f P. 2t)Af)J). ;;;.;;.;,-;;;,;_-;;,---1:;;;;i========#~I--- ' ,. STB JOB NO. <is kZ-f 4 f BY:~ DATE: 't-7 -&1 .. SHEET NO. / OF i NOTICE .,,,, CALCULATIONS TO B_E..W!l..1D MUST BEAR ... A COMPAN'.1: S1'GNATUBE IN RED INK. A ., REeRa!JUCED SIGNATURE IS NOT VALID . .,,. . , ·,.;, STB STRUCTURAL ENGiNEERS, INC. STB JOB NO. g ~-( l{ I DATE:_.'---,t'_/1-+-/2__,'67'-~~~~~~ = p~~t;i:"a ~s. fM-f. :! ! oz, 2-2-r ~ ~---'-·--------~------------------' --:to/ c:i z Q) 0 --, l-z w :i (.) ~ (" ')I \ (' ,. >-~ co 0 w w ~ s: w 0 > w (·; ·• .... ,.,~ ... :. -·· .. -.. , .. . , __ t. ·i,~/'.·-~. :/ ,· ·, i·!.b-~-?:. · .. .: ·.i:1-~J~/(f_j -~~~-'.( -~~-r:~~&~J?~_;rt\_t ~-!::,:..>.,; ~ -.. .. .... ... ....,.;:... .# ,._ ~·•,; .. ;._ ......... . .. ~. :;~ ~ :"' ·v , ::I · ..... ... I I ·; ' ,jST~IDMUSTBEAR 'fJl//16NATU~E IN RED INK. A uc,1sy;;~T VALID ::• ~ -~----~..., 4/87' d z 8 -, 1-z. LU :i . (;) . OATE: ~~------ .. STB STRUCTURAL ENGINEERS. INC. PROJECT!~.....:P:......L:A1.L=O~i'(Y\,.......:,..,r..• ,,:i..::..i.&.r;aa:_.........------ CLIENT• DE: v;>~·!-eE ·-· -~..::-=-=~iu~,~-J&.,::s:;v~-~~-------- STB JOB NO, z:<:, --f y { BY:::'.1n~ OATE; 'f--7 ~ r- SH~!T NO, y OF __ NOTICE ,,,,.. CALCULATIONS TO Bj..'Vll:\.10 MUST BE, A COMl'ANl lt!GNATU~ IN llED INK. ,,,. fjllfl<10UCEO SIGNATURE 1$ NOiVALI POOR QUALITY · ORIGINAL S STB STRUCTtJRAL ENGINEERS, INC. PROJECT: . PALOMA,~ -r .; _DA.TE:,.._-..-----CLIENT: ~ tZe,fef:..€,. d z m 0 .., ~ a , ' TYPtvA~ fr2.-MV\, Nore~ <3 F t-c,ot:2. Fe.Ari\ 1"3.'1 S-~ ~ _.., .-... ~ ... ~ ..,. STB JOB NOU ... 14 / BY:4:m 13_ DATE.: 2,_ _ , .. & SHEETNo·; 3 OF_ 4/87 C, ,. 7 i I ,I> " 0:, -..J r\ THESE CALCULATIONS CONTAIN INFORMATION PROPRIETARY TO STB STRUCTURAL ENGINEEnS. INC THIS DOCU- MENT OR 11S CONTENTS MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUTTHE PRIOR WRITTEN,CON- SENT OF STB STRUCTURAL ENGINEERS, INC. ALL RIGHTS RESERVED. i'\ M ' REVIEWED Bt,n-/-F-~-'-. O.;,.-.:..f-~-CLIENT JOB NO. _______ _ /~ . ., I \'n . }: ..... Q1':. 'i.,' v11: , .. ;::. r ::...._ _".,. .. _,. .. ~ ......,.,... ,\ ~ - ............... :'~; ~"\ ;~\' .::-1 ·,\1! -,-) "1{{:, l r_J_. i §~ (J\'i --. ------------ + -c· ~ ::i:_ £> ...._, . ( ··~~~~ ~ ,. -~: ~ ,, li' I ". lt.H ll' . ~ ~(il :1 ~· 'J1J \):\\'~ u .. 1.· ·/\: ,>:; [~·- ! DATE-1J-A, A"l ·~·-----·-·-·-. ------i .. l ... ~ - ~~~ ' 0) 1· rn~ ~§ Cl~· "!C. . ·-= ... 1 l z1~ ., o. I;::,. .. ~,~ ii!-: !GI j. l>; ) :~t' 0~ ,;J? ~ ,;(') cl' ~ tn '1)0 .~ 0 ~' m ~ ; I ~ · IL '~ ~ i ~-I f2 -u -JJ mO ? I~~ I ;:t z. ® :t {i\ {}1 ~ I ~ ~ ~·...,...._ __ -© i. ~~,J, -S::NI ~ V ~· > C') z ~~ C') :::! c:: C') m I~ -lj - Ci ----, > ..,.. :0 ,-. •mm~ ~ en z ~~,~: z ::0 ;;: :..., ~~55 ~ j; z ~ -C: ;;,:; m p ~ ~ (Jl ID ·(Jl :::t -< -I ~ ~i 9 c,q G'- 1 Qr,--.. ,, ,~~ .J::. -· i::;;, f'·i --( DATE: ( ci z ID 0 -, 1-z w ::; () >-ID 0 w w t: ~ 0 > .w a: (_ ·--- -·--·-t.. ~ STB STRUCTURAL ENGINEERS, INC. PROJECT:-'---_ _rf:_J~~~-~~---~~~~:/o;-:;;-f.:;;:--· ---- CLIENT: ____ -4~~~~~:!:=~~~;;;:;: NOTICE , CALCULATIONS TO B.E,VA'LID MUST BEAR A _COMPAN'.); Sf'GNATURE IN RED INK. A REBRCJfllJCED SIGNATURE IS NOT VALID. ,. .. ~- PLYWo~O 15rJJm As l!eQ -' .• - -, . . i ,. I ' -~4~· IZJ .. ,--~-. ~,-·-.... l'o'J. 1n I Q/'. I r-·-: . \,;;. -• ,c, ..... . . ~.-J·· ····----,-. J . " ,. -=-.. <,. . . .... ., + r . Pl/AN :.•;._ __ ...:.,._:........;~ ___ :___,:_ ____________ .,.., ____________ ·4187 {. STB STRUCTURAL ENGINEERS, INC. PROJECT:_""'----.181----.LA~~~:__,.i..~:,e___--::------ STB JOB NO. P,. 0--, -14-11 BY: MoATE: 9 /~ L&J oArE: _____ CLIENT: _______ -1.~=-:....c...:....._~-=--~--="-'{G;-=--h~----~ -----~-----------------------------SHEETNO. D-"3 OF __ c:i z co 0 ..., I-z UJ :J () ( _Jo· . :' ·( 1 .. ' NOTICE / CALCULATIONS TO BJ:-Wl1.ID MUST BEAR ,,,, A COMPANt S1'GNATURE IN REP INK. A REeRoflUCED SIGNATURE IS NOTVALIO. ,. "'""_...._ __________ , . ~u~-s· 31, 1f\'\,..., 1'MecomcNt ! -~ 16d ·0)-=--_-_L_w_y_~_Oc ___ -~_1 L_G ____ (Y1_1_ss_w_~ /fi.O(J,E,~. 4/87 .t,. ..... 0, --J r-. ' THESE CALCULAllONS CONlAIN INFORMAllON PROPRIElARY 10 SlB STRUClURAL ENGINEERS, INC. THIS DOCU· MENT OR ns CONTENlS MAY NOT BE REPRODUCED OR DISCLOSED TO OHIERS WITHOUT THE PRIOR WRITTEN CON· SENT OF STB STRUClURAL ENGINEERS, INC ALL RIGHlS RESERVED . ., >< r. i fu ~-r:> ~ '- ~ ~ ::::: ~ ~ z: ~ £ r (\ REVIEWED BY ____ _ DATE _____ _ ~~ :l. -x -~-zl>c.,..., ..P.. m '?, r 3~~g 8tl< 4Tu ~f?" ~ J :c -1 ~ -- N ....ci-~ CLIENT JOB NO. ________ _ 3 ~ ~ ):,, ]o £~ ~~ \~:,,. ~ ~ (<I c-, r---l :0 0 c-, -g;: c:: c-, C::\~ !j;: m C") :z ::f m \< o 0 z en Cl.' en c5 ~ -i z 5;\o ~~~ c:: :0 ~ :o m m en z ci\ z :0 ;;:: am c:: --l o en < ---l :,,. z CD r-;;,<; m -. :,,. !==' )> ::0 ~ CJ ?:j IT' C) 7J C JJ m O z c.... :-:f ~ :::I " 0 "Tl . ~ \t!' ..._& 00 ~ 00 ;a g I ~ ~ ~ ~ ~ il.l ~ STB STRUCTURAL ENGINEERS, INC. STB JOB NO. '2-b. -( i.{ { PROJECT: fA kOtf\Af!., At g,__eo-e:r t3usrr-s~ &-BY: T!"tYl"} DATE:7-3 0 ~ [] DATE:_____ CLIENT: ~::E (2.."E.t:ezZS SHEET NO. : 0 I OF __ -< ~~~--------~------------- 0 z co 0 ...., 1-z w ::; (.) 1£ ~£ ( l ' >-co 0 W w ~ ~ 0 > w .a: .. . -Preov106 Dei-Atl-l?/S-1 A~ 6rWFreD ON PL.ANS c.XC...ePi rDe 1t g 1TE ~ 1~ Foue-eo ~N FLAC..i; Ft L~~-reR. CAN 8E · .,-wo P\cGS -r1-es .. -·--t,i~-~--!·i ... ~ ~ \-.:.: .. I 4-0\tKr~ ~ --I-. . . J (/" . -I ""'- b ~ ,-.. . •. '] . I •:O.~• -~ ...... .. ----i.o;, · ••..• ~ oi•' . ... . ,,.. . . ... ,., ~ ' I • l>_'-> • •. '"; • • . . b_· • .,,,. "r-'. :-:~:..; . ' -~ I l .. --. t) • . ~~4ll~~f' . .. ~ ~-',,-..,;....-.. ~ i~.:~~ -f3 ee, --1·.-··.:·::_ ... .. . ; (!. ¥ % ·ry. ' =;'.' :,: . ·f .. I -~·;_..-::-~ ,;:.,.n• • ..,. .,~. -. . I ,• I . • r • -·--------\r l l 1~11·-.. l' t!l' ; ® , " n ~--~ " 1· ' • u ) -. . , .. ., .. ® -' > ' I ' J 11 ~ \·I~ -.,.Its. "> .. ·1 ' . -··. -----· -: ----/ . . ·•. . l I . ;.fr.' ·i I I II ,, . .. C) I :. :'f.i I • " . ' . -..!. . . ')v-{;t;;;Q ~:,;~; . ~ '~·f .. ,.; ~-ti·· ·-:· . ""'-<.""!N'" i •• ; '.c. ... "! ~..- .. ·-i . ·,·,: . .-~. _ ·.l"litN~=w-o . ... ~. ! I '.-:~:j,. ' .... ;+•· ·.l --··-t .. e, • ' I -=a ,· .• 1-.~·; "' ' ' .. . . _, .. . 1r ~h~ 1-. I ····· ': _;.('~ ,. Ir .. ... -· ' /' Elf-1. FL~ ' . I . .. ., I • .. ---· .. ·. ----~. .. ' ' ::::.: #·.·· ;-1 ' ! .. '2~ ... . I m !9 .. .. ,, i. , .... ,.1 . ' ,.. ;\. \ .. .. . I• ' ' \I) II> . 1 ; I ' . I .I •. ,.j ~ ' u ~--' ' _,!-) )' .. . • i..,, ' . I' ·-\'} \' C .. (, -,., ___ . .,... . -----·~~ .. 1, .. . -~ +· -~ ··+ I, • • 1"' ! l " ., ! ' ~ I ., l I i,.. ' • • • ' • • . . I ........ ~gg~&.~~~ WbDEi~~-u~t: ........... ·---· ~. 1,1'. . WA) ~-H .. ) T~'t" -~·-t!. I ; --.: · oi,.,i r\ c~~ Le · · . .. NOTICE t (}~ . Cl>:li· cu~r,p)s ;y~~ro MUST BEAR Vl,-~WtN~lgfuNATURE IN RED INK. A ~ b'DUCED SIGNATURE IS f~TVALID. s. 1./lt); 11(> fi1) ' -,. • • • ' - . 4/87 STB STRUCTURAL ENGINEE)lS, INC. STB JOB NO. 8G-l 21, I . PROJECT: '.f>AL.DM A@. A I s.eoa...r Sus 1Ne,s .PIL-sv:r"t<~ DATE: 7-3 °-~1 ,,. DATE:'--. ___ '· CLIENT: .[)E. /Z;ev75,f;e . SHEETNO. p:t-OF __ --<:----------------------FIELD Coerzovr~ Ds-rAH-e foue..ro 1t-) 0 z Ill 0 ..., t-z w ::i () NOTICE A..A<..E PLLASTefl. / CALCULATIONS TO B~~ID MUST BEAR ,,., A COMPANi S!GNATURE IN RED INK. A· REeRo1JUCED SIGNATURE IS NOT VALID. ,,. tx-TBN~\c>N OF ~t>A.tc. L-&FT 6Nntei DU'T OF froTtN?J 2£& .{)6T'AIL-JS/s7 FDe. ~"T CF: RE~re. ~~IRE[);, •·, . ' NorEs: " . . . .. . . 1. ·cHt[b6R!N01 OR 6'?UGS 10 SOUtJD ~~L.. BEft}RE '(Jr! 1~e OTHE=R 5108". · e. FOR. APD1L NOTI:;S-sE:B'(lB, > ! ' . • -•• < ---· -~---:d_C::.,0 • ' . . 'le SFEGtAL fNSPEGTl6N ecau t t€(3 O . · · lDN'TlN00\J.S \N~P601"10N f6Y AN l {'JO'&f6NLJENT h-\ 5PEG-"f 10 N A(,, 'EN v Y ... 4/87 .,, ESGIL CORPORATION ~320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA .92123 (619) 560-1468 DATE: _/t1112 21 lJJ'7 _ · . J JURISDICTION: ·C1r1 oF C!A.,z...t-s-SACJ PLAN CHECK NO: ??-7?· /21: C!/£c,<::: -#2 PROJECT ADDRESS: L4s R1~M4S Veit.LE D The plans transmitted herewith have been corrected where necessary and substarttialiy comply with the .jurisdiction's building codes. · ·The plp.ns transmitted herewith will substantially comply ~ with the jurisdiction's building codes when minor deficien- cies identified o,.; . 47"f7Jc/r4UJ S##ET are resolved and checked by building department sta;ft. D The plans transmitted herewith.have significant deficiencies identified on the .enclosed check list and should be corrected and resubmitted for a complete r~check. 0 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 jurisdiction to return to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Pe l<eve/Z../J!.' p,4dr"J'"//f?dS////:) IAJ.c. .L/£3/ 77if,,:...E12. AvtE' Sr.h~loo ,4T77'1 Ra-JcG _ u.J1$'1:. ;Vcw,,,:::>04..; 8.e,,.,,c.11 CA 9z.e:-r:ro O Esgil staff did not p.dvise the _applicant contact person that · plan check has been completed .. WJ Esgil staff did -been completed. Date contacted: REMARKS: advise applicant that the plan check has . Person contacted: l?,N c.!!' lVISt'!:. , 5/ ;)..J / 97 Telephone #(?'lo/') .?'33-Z.cJ2-J r i -------------------.---------- ~-2/ -'3"7 EnV----------- CITY OF CARLSBAD J • PLAN' CHECK NO~ 87-78 RECHECK NO. 2 MAY _21, 1_987 RE?MINING ITEMS FROM ORIGINAL CORRECTION LIST 182. Provide prinklers p1ans approved by· loc?l Section~ 3802. See also Gr-D e-~ -,o F.:b 235-. Provide truss details .. and truss calculations for this project. If you have any questions, ple~se contact Robert c. Hoglen_ of Esgil Corporation at {619)560-1468. Thank you. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: I 2 _,~19 4'7 JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: ________ L_4_s: __ J/4_-;;:;_c:.._,,._,,_4_s __ 0._~_1_./_E. __ _ 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 enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. rm1-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 jurisdiction to return to the applicant contact person. ~ The applicant's copy of the che9k list has been sent to: IA!!: l<~Vi:Rc ~.-~N1:1~ ~ 1-11P Ttvc. 463/ ?E~e:-12. Ave Su,r>:: /oo O Esgil staff did not advise the applicant contact person that plan check has been completed. WJ Esgil staff did been completed. Date contacted: advise applicant th_at/~he plan check has Person contacted=-~ ............ ~ .... -..~·---------sjtJ/tz . Telephone #(?/</) 3'33-202/ REMARKS: ___________ .;......;, _______________ _ sy, f2?_1c /fsJ-L Enclosures: -----------ESGIL CORPORATION CITY OF CARLSBAD PLAN CHECK NO. a1~1a RECHECK NO. 1 MAY 12, 1987 REMAINING ITEMS FROM ORIGINAL CORRECTION LIST. 1. Please make all corrections on the original tracings and submit two new sets of prints~ and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123 (619)560-1468. The jurisdiction's building department. To speed up the recheck process, note on this list ( or a copy) where each qorrection item has been addres$ed i.e. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. 174 •. Provide skylight details to show compliance with Section 3401 and 5207 or provide ICBO or other roval listin i Put ICBO listing -----------------,,,---------.;...;;_;~;;._"'-----...-,__;_ 182. P v· de fir_e sprinklers pl~roved by local · r partment. S~n ~~802. See also : diction ·ordinance. 193. Show height of retained earth on all foundation walls. Chapter 23. 235. Provide truss details and truss calculations for this project. City of Carlsbad Plan Check No. 87-78 May 12, 1987 264.A.The owner must sign the CF-1 Form. B.The compliance statement and certificate of com- pliance (Form CF-1) for lighting design must be provided. 268. Provide Sheet i of Form CFS (Top 1/3 of page for proposed adjusted LPD and Tailored LPD). 273. The stair IES illuminance category is only "B" Not "C". (Sheet C.,..11-2). TITLE 24: DISABLED ACCESS REGULATIONS NOTE: Items under A&.C that _refer to civil drawings were not approved. No civil engineering plans were provided or was requested information provided on the sub- mitted plans. A. WALKS AND SIDEWALKS ·(SEC. 2-3325) 1. Walks and sidewalks shall have a continuous common · surface, not interrupted by steps or by abrupt chang.es in level exceeding 1/2 inch, and shall be a minimum of 48 inches in width. 2. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish . . 3. Surfaces with a slope of 6 percent gradient or greater shall be slip-re~istant. 4. Surface cross slopes shall not exceed 1/4 inch per foot. 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. City of Carlsbad Plan Check· No. 87-78 May 12, 1987 7. Abrupt changes in level along any accessible route shall not exceed 1/2 inch. When changes in level do occur, they shall be beveled with a slope no greater than 1:2 except that level changes not ex- ceeding 1/4 ~nch may be vertical. When changes in levels greater than 1/2 inch are necessary they shall comply with the requirements for curb ramps. 8. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk,. and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side ·of the strike edge of a door or gate that swings toward the walk. C. ·PARKING (SEC. 2-7102) 4. Surface slopes of parking spaces for the physically handicapped shall not exceed 1/4 inch per foot in any direction. D. SANITARY FACILITIES (SEC. 2-511) 11.1/4 inch thick identification symbols shall be provided on doors to sanitary facilities. A 12 inch triangle for men and 12 inch diameter circle for women is required. G. LAVATORIES (SEC. 5-1504) 2. Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. City of Carlsbad Plan Check NO. 87-78 May 12, 1987 3. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 lb. lever-operated, push-type and electronically controlled mechanisms are examples of acceptable designs. Self-closing valves are allowed if the faucet remains open for at least 10 seconds~ I. DOORS & HARDWARE (SEC. 2-3301, 3304) 2. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand activated and which ·are in a path of travel, shall be operable with a single effort by lever type hardware, by panic bars, push-pull activating bars, or othe~ hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. 5. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right ansles to hinged doors and at the center plane Of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required., the maximum effort to operate the door may be inc~eased not to exceed 15 pounds. City of Carlsbad Plan Check No. 87-78 May 121 1~87 P. ELECTRICAL 1. Electrical receptacles (15,20 and 30 amps) shall be at least 12 inches above the floor. Section 3-210-5-0(e). 2. Switches and controls for. lights, appliances, cooling, heating and ventilating equipment shall be not less than 3 feet no more than 4 feet above the floor. Section 3-3B0-8(c). 3. Fire alarm initating devices shall be 48 inches above the floor, ground or sidewalk. Section 3- 760-8.1. If you have any questions, please contact Robert c. Hoglen of Esgil-Corporation at (619)560-1468. Thank you. ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 208 SAN DIEGO, CA 92123 (619) 560· J 468 lo / 19?7 JURISDICTION: _C_,_7½.___o_P:-___ . __ C_r1...,.· _,e_c._s_4_,.,· .... ·t? _____ _ -ANT,,,... J:. ~_, ~c= D FILE COPY PLAN CHECK NO: ?7-78' QUPS -----------,--------D DESIGNER PROJECT ADDRESS: D D D D 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. Tbe pjans are being held at E~gil Corp. u~til 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. The sWPlicant's copy of the check list has been sent to: OE" l<cve.ee ~d.rN1::£.,;P1P. IA/c... .L/531 ff'-CFIZ. Av. , .Su;rc /oo Ncw;::>o.,zr Be4cN.) C-1 q.:z~~o Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the pl~n ~heck has been completed. Person contacted: ¥9 "o p--ij.i, ~:TO .1-.&::\: Date contacted:· ·~/;R.. / ;0, 7 Telephone # (?/'7') 2?33 -2o.Z I REMARKS: I 1 ESGIL CORPORATION 2-2'3-?7 Enclosures: r-:,N J/.<1,AJ'(),c,,,,,,.or.:o; /?"AJ~4-c;,,1 P4e.ll.+Je. ~~C.,A<-r.,J SP/£C17J,.J~ //-4NWZ..)l<...S., ---3_7-?? PI.AB ....,,.__ ...... _....;.;... _______________ _ JURISDICXION: Su11c _ loo B-z... .occm>AHCt:: _____________ _ BUll.,DIHG .USE: OFF1Cc. -V.J,t,.,21?1-!.; ... 1.:,F--/AFC7, .TYPE QF ~HS'IRJJCIIOR:_v __ -__ N ________ _ ACIUAL AREA: _____________ _ .,ALLOWABLE AREA: ___________ _ :2----S'l'ORIES:, ________________ _ BKIGKC: ___ _, ____________ _ ·'(E-s SPRIRltLERS: ______________ _ occm>AKr toAD:_.------------- REMARICS: __________ __,.. __ _ PI.AB OORREcrION S8El':r GENERAL COMMERCIAL Date plans received by jurisdiction: 2,;:3 .. 8 7 Date plans received by Esgil Corp.: :;_ .. ;z:;,-t7 Date initial plan check completed: Applicant contact person: Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1982 UBC. The above regulations apply to construction, regardless of the code editions adopted by ordinance at the local level. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform -Building Code, the approval of the plans does not permit the violation of any state, county or city law. -To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, specification-, etc. Be sure to enclose the marked up list when you submit the revised plans. List No. 30 ,_ GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS l 4/23/86 ~ Please make all corrections on the original ~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, San Diego, california 92123, (619) 560-1468. /. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction Is building department. B. GENERAL /4 Provide the site address and a vicinity sketch on the Title Sheet. Y. 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 'af the calculations are required to be signed by the california licensed architect or engineer responsible for the design. Please include the california license number and the date the plans are signed. y. Indicate on the Title Sheet whether or not a·grading permit is required for this project. 2 4/23/86 %. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan chat is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet • / Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area ·- Ju¢fication to exceed allowable area fo Table 5-C. Justification to exceed allowable height or ¥ries in Table 5-D. c. sr.m PI.AR /. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. GnJ Provide a statement on the site plan ~ting: 11All property lines, easements and buildings, both existing and proposed, are shown on this site plan11 • ~ Exit doors should swing in the direction of egrees when serving occupant load of 50 or more. Section 3303 {d). See doors _______ _ @. Exit doors should be openable from the inside 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 2-3303 (c).] µCExit doors should be a minimum size of 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 3302 (b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have no~ been furnished. See door ___ ~ Regardless of occupant load, a floor or qanding not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304 (h). ~ Doors should not project more than 7 inches 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). //J' 5"°GE 11 4/23/86 _µ:r.-A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stairway. Section 3306 (g). ~ Ramps required py Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. ...l::!'.!:" Stairway width must be at least 44 inches when serving more than 50 occupants; 36 inches when less than 50; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306 (b), Section 3301 (b). . ~ 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 nosings. µs. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306 (b). Q Enclosed usable space under interior or ~terior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x@ 1611 O.C. nailers. Section 3306 (m) (n). )2:"J. Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306 (g) and Section 3304 {h). 137. Eandrails are requir~d on each side of stairways. Stairways required to be more than 88 inches wide shall have intermediate handrails. Stairways not over 44 inches wide may have one handrail if not open on both sides. Private stairways (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 an~, except for private stairways, at least one rail shall extend 6 inches beyond top and bottom risers. Handrail ends shall be returned or shall terminate in a newel post or safety terminal. Section 3306 (j). Q The handgrip portion of all handrails shall ~ not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). J,a9': Openings in the exterior wall 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 (1). L. OORRIDORS J,Mr:" Corridors, and exterior exit balconlies, serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). _.l:4f: 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). 13 4/23/86 ~ Corridors serving 30 or.more occupants shall have walls and ceilings of one-hour construction except: a. Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. 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- closing 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). ~ Total area of all openings, except doors, in 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). @ Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j) . J.. tJ ,(5 (!, / (£ S ~. Viewports in 20 minute rated corridor doors cannot exceed 1 inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700 degrees F. Section 3305 (h). ,,J::fff. Provide a complete architec~ural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 3305 (g). ~ Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling, Section 3305 (g). J.l1-9·;" 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). ~ See attached details for approved methods of providing one-hour corridor construction. m. when two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). lit', Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305 (i), K. :n:r.r SIGNS @ Exit signs are required for exits serving an occupant load exceeding 50. Show all required exit sign locations. Section 3314 (a). ..l,54:"" Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). ~Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies and 100 in H occupancies and 300 in all others). Section 3313 {b) 1, 14 4/23/86 J.S6· Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-1, 500 in A-2/2,1, 150 in churches, 100 in I's, 500 in B-2 occupancies). Section 3313 (b) 2. @ The exit sign locations as shown are not adequate. ~rovide notes and details to show the elevator will comply with Sections 5101 through 5105. O. GLASS AIID GLAZllE %, Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. %-Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406, li:6".C" Glazing, in the same wall plane as a door, must be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 {d) 7. 9. Glass in excess of 9 sq, ft. with the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in . width and located between 24 and 36 inches above the walking surface. ~ Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. P. ROOP ~Afire-retardant roof covering is required. See exceptions under Section 3202 (b). ,l85. Specify roof pitch. ~Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ____ _ .:J,(f(:" Specify roof material and application. ~Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. _J.6Y. Specify roof slope for drainage or design .to support accumulated water. Section 3207 (a). )2(1'. Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). %.Show the legal basis to allow roof drainage to flow onto the adjacent property. _,l.:r2. Draft stop roof/ceiling area, attics, mansard's, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF {9,000 sq. ft. and 100 LF, if sprinklered). Section 2516 (f). /.B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. Q Provide skylight details to show compliance ~th Section 3401 and 5207 or provide ICBO or other recognized approval listing. 15 4/23/86 ~ Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. ~ Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). ~ Provide a minimum 2211 x 30" ( or 3011 x 3011 if equipment is in attic) attic access opening. Section 3205 (c). m.' Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft.and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the 'opposite side is more than 75 feet away. Section 3802 (b). %-Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). ~ Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). ~ Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors. Section 3802. § Provide fire sprinklers pc..,,:,,"1s A,oprbJ~ B;A lo C.A(.... F/llc-De:PA-Z1]NIF'Ni Section 506, se~, 588 er 3802. See also jurisdiction ordinance. @ When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. _l.8ti:. Provide class ___ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. ;aS. Provide a copy of the project soil report prepared by a california licensed architect or civil engineer. Ihe report shall include foundation design recomendations based on the engineer's findings and shall comply with UBC Section 2905. 9 Specify on the foundation plan or structural specifications sheet the_soil classification, the soils expansion index and the design beat htg oapaeity of th~ foundation. J.87". Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans •. (When required by the soil report;.). 188. Ihe foundation plan does not comply with the following soil report recommendation(s) for this project ____________________ ..,. ..189: Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Q Note on the foundation plan that: "Prior to ~e contractor requesting a Building Department foundation inspection, the soil~ engineer shall advise the Building Official in writing that: a. the building pad was prepared in accordance with the soils report: b. the utility trenches have been properly backfilled and compacted, and; c •. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". ..,.19f. Provide spread footings for concentrated loads designed for. 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. ~ Show height of all foundation walls. Chapter 23. Q Sl].ow -height of retained earth on all . ~undation walls. Chapter 23. JB4:'. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. .J.Q-!r. Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. Rs-Po/?.-r c? ,-.J 5;-µ::_.&.r .5-I if 5 /21-tp..j 501<.. Cc::.AS.S. L').A.I PU/NS: 16 4/23/86 9 Note on plans that surface-water will drain away from building and show drainage pattern and key .elevations. Section 2905 (f). W, Dimension foundations per Iable 29-A. NUIIBEROI' lHICKNHI 01' CEl'Ot BELOW ,OUNOATION WAU. FLOORS ·-· -THOI' THICKNUtl UNOISTIIRBED SUPPORTED l'OOnNCI 01' fOOTINO GRDIJNO IY THE • UNIT (lnchNI ,_, SURFACE fOUHOATIOH' CONCRETE MASONRY (lnchffl I 6 6 12 6 12 2 H g 15 7 18 3 10 10 18 B 24 - .JJ}8': Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. ~ Show foundation bolt size and spacing. Section 2907 (e). ~ Specify size, ICBO number and manufacturer of ',fuwer driven pins. Show edge and end distance and spacing. Section 306 (f). ~ Show size, embedment and location of hold down anchors·on foundation plan. Section 2303 (b) 4. ..zez:-Note on the plans that hold down anchors must be tied in plac~ prior to foundation inspection. ~ Show adequate footings under all bearing walls and shear walls. Section 2907 (d). 204. Show stepped footings for slopes steeper than 1:10. Section 2907 (c). ~ Show minimum 18 inch clearance from grade .to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. J,8fJ. Show pier size, spacing and depth into undisturbed soil. Iable 29-A. ~ Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 17 4/23/86 ~ Show minimum under floor ventilation equal to 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 on at least two approximately opposite sides. Section 2516 (c) 6. ~ Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516 (c) 1. s. HASOllRY ~ 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 or show construction to be per attached sheets 30-1 or 30-2. ~ Show height and construction details of all masonry walls. Chapter 24. ~ Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. ~Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2212 (j) 3. A. ~ovide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). l!8. Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 101 ; non-bearing: 2 x 4 max. 14', 2 x 6 max. 201 • Table 25-R-3. ~ Studs supporting two floors, a roof and ceiling must.be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R-3. · Q Note an A.I:T.C. Certificate of Compliance ~r glued laminated wood members shall be· given to the building inspector prior to .erection. Section 306 (f). m. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). p!2. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. ~ Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicat~ required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). ~ Show 311 x 411 or 211 x 611 studs in first story of three story building. Table 25-R-3. Q Provide truss details and truss calculations 'C?or this project. ~ Provide roof framing plan and floor framing plan. Section 302 (a) 7. ;vsf". Provide framing sections through Section 320 (a) 7. 19 . 4/23/86 ,2a1f. Specify all header sizes for opening over 41 wide, Section 2517 (g) 5. ~Provide calculations for main vertical and horizontal framing·members and post footings. Section 302 (a) 7. ~ Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. ..lef. Show on the plans all structural requirements developed in the structural calculations. ~Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. ~ Individual concrete or masonry piers shall proje~t at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated·wood is used. Section 2516 (c) 4. ~ Wood stud bearing walls, with studs at 24". o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 1611 o.c. and do not bear within 511 of the supporting stud. Section 2517 (g) 2. _.it.S. Specify plywood grade and panel identification index. Table 25-N. ~When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). W. If foundation cripple wall studs are less than 1411 framing shall be solid blocking. Section 2517 (g) 4. ~ripple 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. .J,WT, Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. ~-Showa weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). po R:!,qges, hips, and valleys s~ll be at least one size larger than supported rafters. Section 2517 (h) 3. JS[. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b), 20 4/23/86 U. HISCELI..\IUOOS ~ Show light and ventilation, for areas customarily used by people, will comply with Section 605. ~ Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. ~ Provide restrooms for each sex if the number of employees exceeds 4 and both sexes are employed, Section 705 (B occupancy). .).86. Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 3011 above grade or floor, and roofs used for other than service to the building have 4211 minimum height guardrail, through which a 611 sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. Y. nn.E V. BAIIDICAP.PED ACCESS @ Provide note ancl details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. W. ENERGY wNSERVAXIOlf 258. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 258. Provide electrical plans, plan details, calculations and the completed Form 5 to show compliance with state regulations for energy conservation. 259. Incorporate in the plans or specifications the attached "title 24 Mandatory Requirements11 and the 11title 24 Construction Compliance Statement Requirements". ~ Please see additional corrections, or ~emarks, on the following page. the jw::isdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, califomia 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact Kot..3F-l2' _ f/0 C;-Lt;;N , at Esgil Corporation. thank you. Enclosures: 1. 2. 3. 21 4/23/86 :Z,GI oAl (i12., o c.,11Ve As S1-,1-,;,wAJ 1 ',,J ~6 '2-Se:£ 5°r'l'Ev1,4'-.Z:-NS_/)~c77<J,.J /J J71E"s /fND 2e<Qu 11?.1: NI i;,-ns A -rm C-H G .0 • ,263 Pl2l>v1oe o~sh;rJ ot= w A-U-{).(J-.rJ~C..S ~...VO f2e: r7J-f rJ 1.1,u:-, {Al4c..-(...s 4-t ~p f La/Jr-OtN~ Ooc.1c. A·tte-4-. 0Gsn:;N f;,z.. ~o 1c;.. p,e&!fiS c.A 12~ A$" L1:r,71=.c, I ,J S ,s 1 ... s '[2.F-/>Me7, CITY O.F CARLSBAD PLAN CHECK NO. 87-78 MARCH 10, 1987 ADDITIONAL CORRECTIONS 264. CF.-1 form on sheet Ml must have lighting data included and signed by the building owner. 265. The R-values for the walls are below tne minimum opaque wall total R-value. 266. The form CF 3's are incomplete for roof 1, floor 1, and floor 2, wall 1, and wall 4. Show all framing data, and check heat capacities. 267. The table provided in the energy design is not in the energy law. See attached table 2-53V7. 26'8. Provide form CF-5 for lighting. Note lobby, restrooms, stairs and corridors must comply with the tailored lighting levels. 269. Clearly show lighting fixtures, number, type, and wattage rating on the plans. 270. The unheated rooms can not be included on the lighting load design formWS-5C (the restrooms, stair #2, 271. 2 7 'Z. 273. 274. 275. 276. and coffee bar are unheated). The receptionist area is not a separate room (use total lobby space for room cavity ratio). Reception area is only category "C" per appendix C-11. Stairs are only category "B" per appendix C-11. Light category "D" is over sized for standard office storage, "Bq appears to be correct. Use form WS-5D for category "E" lighting levels. The conditioned floor area is only 5162 square feet (sheet E-2 shows 17,262) 5162 X 1.5 = 7743. City of Carlsbad Plan Check No. 87-78 March 10, 1987 277. 278. 279. Indicate ampere interrupting capacities (AIC) of service BUS. NEC 230-98/110-9. As per ART. 422-27 N.E.C. circuit breaker is over sized for 6 k.w. water heater. I recommend you check with S.D.G.E. about the location of the meter. If you have any questions please contact Mr. Robert c. Hoglen of Esgil Corporation at (619) 560-1468. 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 automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. 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 at 70°F or less; and 6. Be able to terminate all cooling at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315(a) 4, 2-5315 (a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for· central forced a;i.r gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclose4 by ceiling-height partitions shall have at least one re~dily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required 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 sh~ll 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. Readily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamp in a space independently meet the requirements.of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The build~r shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and featur.es, material's, components, and mechanical· devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-53G. TITLE 24 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS (To be noted on plans or specifications) CONSTRUCTION COMPLIANCE (a) Prior to occupancy of the buildin~ the person responsible for the construction or installation shall provide the building department a signed statement, showing the building permit number, and listing all the manufactured devices in- stalled, including the name of the manufacturer, model number, date of manufacture, manufacturer's stated efficiency, including the source cooling power index, source heating power index and fan performance index of each HVAC system. In lieu of the'list reference may be made to the plans and specifications, if all the above in- formation was contained in th.e plans and specifications. Each document shal 1 be signed by the person re--. sponsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, building designer, general building contractor, or specialty con- tractor, licensed or registered to practice by the State of California; er shall be the building owner if he or she is .al lowed by law to prepare the gocument. If ~ore than one person has responsibility for building design or construc- tion, each person may prepare and sign the document or documents applicable to that portion of the design or construction for which the person was responsible; or the person with chief responsibility for design or construction may prepare and sign the document for the entire design,or construction. INSULATION CERTIFICATION Prior to occupancy the insulation installer shall post in a conspicuous iocation in the build- ing, a signed certificate containing the build- ing permit number and stating· the insulation was installed in accordance with the approved plans and specifications. The certificate should also show the manufacturer's name, material identifi- cation, "R" v~lue and, for blown insulation, the minimum weight per square foot consistent with manufacturer's design data.' TITLE 24: DISABLED ACCESS REGULATIONS !NON~RESIDENTIAL CHECK LISTI AT EACH.CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. /':)eY.XS AND SIDEWALKS {SF.C. 2-3 325) L:;,;-1. alks and sidewalks shall have a continuoua com- mon surface, not in1en-up1cd by steps or by abrupt changes in le\'el excecdinit \'I inch, and 1hall be a @ inimum of 411 inches in width. urfaccs with a slope o{ less than 6 percent gradient shall be ac least as slip-resistant as that described as ~ a medium salted finish. I 3,) Surfacrs with a slope of 6 percent 1Rdic:nt or greater ~shall be slip-resistant. (j..l Surface crou slopes sh:all not exceed 14 inch per foot. X Walks, sidewalks and pedestrian ways shall be free of gratings whenever poujblc. for sratinp located in the surface of any of these :areas, grid openings in gratings shall be limited 10 \'I inch in the direction /..J of iraific flow. LY When the slope in che·dircction of travel of any wa.lk exceeds I venial to 20 horizoncal it shall comply /::'\ with the provisions for Pedestrian R;unps. ~ Abrupt changes in lc,-cl along any accessible ro11tc shall not exceed ~ inch. When changes .in level do · occur, they shall be beveled with a slope no greater than I :2 except thac level changes noc exceeding 14 inch may be vcrtial. When changes in levels . greater than ~ inch arc necessary they shall comply /;;"'\ with the requirements for curb ramps. ~ Walks shall be provided with a la-cl :area not less than 60 inches by 60 inches at a !loor or pie that swings toward the walk, and not less than -48 inches wide by ·H inches deep at a door or gacc that swings away from the walk. Such walks shall extend 2¼ inches 10 the side of the strike edge of a door or gate that swings coward che walk. /. All walks with continuous gr.adicnu shall have level are:is at least 5 feet in length at intervals of at lease every 400 feet. ~HAZARDS {SEC. 2-33.26) L9waming curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen• sion, such as at planters or fo11ncains located .in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at last 6 inches in height above the walk or sidcw:alk surface to warn the blind of a poccntial drop oil. When a giiardrail or handrail is provided, no curb is rcq11ired· when a guidcrail is provided centered 3 inches {plus or min11s one inch) above the surface of the walk or sidewalk; the walk is 5 percent or less gradient or 0.o adjaccnc hu:ird exists. · , vcrhanging ObstructioN: Any obstructions that ovcrhan11s a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. C. PARKl~C (SEC. 2•7102) Y. The following table cscablishcs the number uf handi• I" capped parking spaces required: Toca! Number of Parking Spaces I• -lO ••••••• 41 • 80 ••••••• 81 • 120 ••••••• 121·160 •.••••• 161 • 300 ••••••• 301 • -400 ••••••• 401 • 500 ••••••. over 500 •.••••• Num.bcr of Handicapped Parking Spaces Required I 2 3 4 5 6 7 I for each 200 additional spaces provided When less than 5 parlr.in11 spaces :arc provided, one shail be H rc:ct wiJe and lined to provide a 9 focu p..,-lr.inc area and a 5 foot loadinit and unloadinc _.,'-ms. .,;r. l'hysi1;:1lly hanJil::,pp,:d parkin~ spaces shall be l&>o atcd as nnr as prau:tical to " primary entrance. If unly one sp~ce is provided, it shall be 14 feet wide and lined tu pruviJc a 9 foul p:orkinit area and a 5 foot loadinic .. nd unln:,Jinit :uca. When more than one spao;c is prm.iJ.-d in lieu oC providinit a 14 foot wide space for c:ach parkinit space, two spaces can be provided within a 23 Coot wide area lined 10 pruvidc a 9 fuut p.irlr.in11 area on each side o( a 5 Coot luadinit and unlo .. dinic area in the ccntc:.r. The min• imum lcncth of c:..ch pMkinit space shall be I a feel. /in each parkinit uea, a bumper or curb shall be pro- ,·idcd and located in prc:..,cnt encroachment or cars ov.-r the required wiJth o{ walkwlr'fS. Also. 1he space sh:dl be 10 localed 1h,11 a h~ndiappcd person is not compelled 10 wheel or walk behind parked can other thm their own. Pedestrian ways which arc acce11iblc to the physi• cally handicapped shall be provided from each such parking space to rcalted facilities, including curb cuu ur ramps as needed. Ramps shall not encroach into any p:uking space. EXCEPTIONS: I, R;unps loatcd at the front of physically handiappcd parking spaces may encroach into the length of such spaces when . suc:I\ i:ncroachmcnt docs not limit a handiappcd pcnon 's apability to leave or enter their vehicle r:"'i th11s providing equivalent facili1.1tion. ~ Surface slopes of parking spaces for the physically handiapped shall not exceed ¼ inch per foot in any direction. /. Entnnccs 10·and vercical clearances within parking slr\lctures shall have a minim11m vertical clearance of 8 feet 2 inches where required for acceuibility /;'Ito handicapped p:arkinit spaces. l'.:1/ Handicap parking identHicat1on signs shall be provided as required by Secticn Z-710Z(e) 1n the rollcwing locations: • •• On tba pav-,,t within eacn required park• ing space b. At t.ha antranca to t.ha parJcing racility. D. SANITARY FACllJTIES {SEC. 2-5 p) /.Where separate facilities arc provided for non•handi• capped persons of each sex, separate: facilities shall be provided for handiappcd persons of c:ich sex also. Where unisex facilities are provided for non- handiappcd persons, such unisex facilities shall ·be _ .2ovided for the h:indiapp::d. 7-Where sanicary facilities arc located on accessible floors of a building, they shall be made accessible to fte physically handiappcd. ~Passageways leading to s.i.nitary facilities shall have a clear access width as specified in Chapter 33. All doorways leading to s.11ch sanitary facilities wll have: a) A clear unabscructcd opening width of 32 inches. b) A level and clear area for a minimum depth of 60 inches in the direction of the door swin11 ,u measured ac righc angles to the plane of the 1uur in its closed position, and 44 inches where :he door swings away from the level and clear area. /.Multiple accommodation toilet facilities shall have the following: a) A clear space measured from the noor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach inco·.this space by noc more than 12 inches. b)· A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide: clear space from a wall at one side of the water closet and a 48 inch long clear space in front of the water closcc if the compartment has an end opcnin,r door (facing the water closet). ,,\ 60 inch minimum length clear space shall be provided in a comparuncnt with the door located at the side. Grab bars shall not project more than 3 inches into the clear spaces as specified above. c) A water clo,ct compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unubstructcd opening width of 32 inches when located at the end and 3-4 inches when loatcd at the side with the door positioned at an an(lC of 90 del!l'eCS from ita closed po1i1inn. Exccpc for door opening widths and door swinii:s, a clear unobstructed access not lcu than 44 inches shall be provided to water closet c:ompartmenu desil(nccJ for use by the handiappcd and the space immediately in front 102J85 . : ol a _,er cloacc compuuncnc shall be noc le• cbac 41 inches aa mcuurcd ac rilhc :an11lc1·to com• partmcnt door in i11 doocd poailion. /. S.lnoJl• -..tion tailet fecilitiH llllaU '-• the rauow1ng1 Then wU be surrlcient. space in the toilet r-rar • -lc:nair •••· 11ri119 JO incllft wide by 48 incnea lonq to ent•r the ~ and P•rt11it tne door ta do••• Tlla nter clout snaU b• located in a ,pac• wnich prowidH a ZS incn wid• clur space rraa • fix• tun or • J2 incn wide clur .-c• r.raa • wall at. one side af the •tar cloNt and "8 inchaa of clHr 9PAC9 in front. of the watar cloNt. An an n:istin1 buildin11 a sin11le accammodacion toilet facility may have the waccr cloact faxuue located in a compartment which provides • dear spa~ of not less chan 36 inches wide by +8 inches lon1 in front ~ the water cloact. ~r:ao bars luc:atcd on -each side, or one side of the -back of the physically handiappcd toilet scall or comparcmenc shall be securely attached 33 inches above and par.allcl to ,the floor. Grab ban ac the side shall be ac least +2 inches long wich the front end posicioncd 24 in.:hes in Crone of the _,er cloacc stool and-~rab bars at the back shall be noc lcsa than 36 inches lon,t. The diameter OC' width of the pippin1 surfaces of a sr2h bar shall be 114 inch, to 1 ~ inch or the shape shall provide an equivalmt gripping surface. If crab ban arc mounted adjacmc to a wall, the space be• _ _,.t~cn chc wall and the grab ban shall be 1 ~ inches. ~ A dear floor space 30 inches by 48 inches shall be provided in franc of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accesiblc route :and shall euend inco knee ~ toe space underneath the lavatory. A. Where urinals a.re provided, at least-one shall have a clear floor space 30 inches by 48 inches in front of _.....the urinal-to allow forward approach • .)If'; lotlera facilitiu far bathing an provided for the public, clienc. or .-play ... , lncluditMJ -rs, bathtubs or loclcers, at laa,at one suc:h facility shall coaply aith the handi- @ cap accua standards 1n Section z_ 5·11 (a) 9. 1/4 inch thick idantiflcstian sy,obols shall be provided an doors to sanitary facilitin. A lZ incn triangle rar _, and 1% inch dia- .. tar circla for--is ~irad. @~TER CLOSETS (SEC. 5-1502) (.;/The hei11hc of acceuible waccr clotcU shall be a min- imum of 17 inches and a maximum of 19 inches measured to the top of the toilet scat. Flush controls shall be operable by an oscillating handle with a maximum opcratinr force of 3 lb or by a remote low 'IOltagc button. The handle or button shall be loaccd so they arc operable without rcquirinr excessive body movement. _/.URINALS (SEC. 5-15.03) ,,Y." Whetc llrinals arc provided ac least one clc;,npted rim at a maximum of 1 7 inches above the floor is ~quired. ..¾_ Flush controls shall be hand operated, and shall be /:!\ mounted no mon: than ff inches above the floor. lo/ LAVATORIES (SEC. 5-1504) XLavatorics shall be mounted wich a clearance of at lease 29 inches from the floor to the bottom of the apron with knee clearance under the front lip ex• tending a minimum of 30 inches in width with 8 inches minimum depth ac the top. Toe clearance shall be the same width and shall be a minimum of 17 inclic:s deep Crom the -front of the lavatory. ot water and drain pipe, under lavatories shall be uuulatcd or otherwise covered. There shall be no a\ sharp or abrasivcnurfacea under lavatorica. l?" Faucet concrola and operatin,t mcchaniam1 shall be operable with one hand and shall nae require tilht ~pin,t, pinching or twistin11 of the wrist. The force r"'luircd ID activate controla shall be no grater than 5 lb. Lncr-opt'rated, push•tYP" and electronically controlled mechanism• arc t'liamplca of acceptable desi,tns. Sclf•closins valves att allowed if 1hc faucet rcmai:u open for at leuc 10 ,cconda. · PAGE Z µINJU~C FOUNTAINS (SEC. 5-15 0 7, 2-511 ) 1. The ,lrinkin1 fountain shall be a minimum of 11 in.:hca in depth and there shall be clear uid unob• structcd spaces under the drinking fountain not lcu than 27 inches in height and I 8 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain is not acceptable. 2. The bubbler shall be activated by a control which ia easily operated by a handicapped person such :u a hand-ope~tcd lever type control located within 6 inches of the front o{ the fountain. ll push bu control along the front of the drinking fountain, etc. The bubbler oullct orifice shall be located within 6 inches of the front of the drinkin,r fountain and shall be within 36 inchea oC the floor. The water strnm from the bubbler shall be substantially p~llcl to the front cdllC of the drinltinc fountain. S. 1¥hetc _,er fountain• arc provided, they shall be 1.>~.uo:d completely within alcoves, or otherwise poaiuoncd so as not to encroach into pedestrian ways. I. D0,.9RS le HARDWARE (SEC. 2·3301, 3 304) X. All primary entrances to buildings shall be made @accessible to the handicipped. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that :arc hand acti• vated and which arc in a path of travel, shall be aper• able with a single effort by lever type hardware, by panic bars, push-pull activating bars. or other hard· ware designed to provide passage wichout requiring the ability to grasp the opening hardware. Locked nit doors. s~I~ operate as :ibovc in cg~ess direction. . ~ Width :and Heights. 1. Every required exit doorway shall be of a size as to permit the insallation of a. door noc less than 3 feet in width and not lcsa than 6 feet. 8 inches in height. When installed in exic dparways, exit doon shall be capable of opening at lease 90 degrees and shall be so mounted that the ?az width of the exitway is not less than 32 inches. _,N; For hinged doors, the opening width shall be mca• sured with the door positioned at an angle of 90, desrees from its closed position. At least one of a pair of doors shall meet this opening width require• mcnt. Revolving doors shall not be used :is a required ncr:ancc for the physically handicapped. aximwn effort to operate doors shall not exceed 8 • .5 pounds for cxcerior doors and .5 pounds for inccrior doors, such pull or push effort beinic applied ac ri11ht angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above siandards. When fire doon arc required, the maximum effort to operate the door may be increased nor to exceed 15 pounds. )i("construction. The boctom IO inches of all doon ex·cept automatic and sliding shall have a smooth unintcrruptcd surface to allow the door to be opened by a wheelchair footrest without acatinr a trap or h:.azardoua condition. Where aarrow frame doors arc used, a IO inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest _ _...,!ithout acating a trap or hazardous condition. ~ Jhrcsholds shall not exceed \', inch in height. :Y.\Yherc turnsciles arc used a door or gate that ia accessible to the handicapped shall be provided · wi1hin ,o f«t. ~r• ,,.,.u ba • lave! c:lHr UH on each tide ar an uit or paa .. qa door. Provide 60 inche• c1Hr in the d1uctian of tha door s,01nq and k lnc:nea on the 11da oppoute the door swing ,str.ctian. l'laaaur-t• ere ta tie ,t. right enql•• to ti• c:loMd door. 102385 ,: ~~he width of the required level area on the side into which the door swing• shell extend 24 inchn past the strike edge for exterior doors and 18 . .........-inchea paat the strike edge for interior doors. ,,n. The S1111C• between ,two coneecutive door opening• in a vestibule serving other t:han a required exit stairway shall provide a 11ini-of 48 inches of cle!lr space fr011 any door opening into the vestibule ._,.,, th• door i• open 90°, Doors into a veatibule shall swing in the •-direc- .tion or they both lhal.l swing away fro,a the vntibule. /. C0111U0011S ,.,.., mr BAI.CDNrts c· SE c • 2-:no 5 > y Corridors tllat oclNd 200 r .. t in lanqth shell: a. Hwa a •ini-clMr width of ISO indles; b. Have at a central loc:ati"!', a 60 inch x ISO inch iwint-,..._lcheir turning/pauing spec:a; or c. Have at a central location, an intervening c:roaa corridor (ain1-44"); or d. Have at a central location, an opanaole door -.nich providn c:oaplying access to an area ldjacfflt to the c:arridor. ..,r."'"'STAIR\IAYS (SEC. 2-3306) /. Handrails shall extend a iwiniu of 1% inc:nes beyond the toei nosi119 and 12 inches plus the tread width beyond the bott011 nosing. ~P portion of handrails shall be not lna than 1-1/4 inctles nor aore than Z incnes in cro .... sectional diNnsion or the ~Ill• sha_ll provide an ""ivalent gripping surface and shell have a -th surf.ca with no shan, comers·. /.The upper approach and the lonr tread of each interior stair and every tread of exterior stairs shall be •rkad by• strip of clearly con- traating color, et leHt Z inches wide, pl11eed parallel to, and not more than 1 inch fro,a the nose of the step or landing ta alert the vi-lly illlpaired. (Applies ta stairs· with 2 or mre risers) Y ~ stai~ are not per11itted. lti•rs tnall be sufri,:i-,tly solid ta p.._t the -peuage ~f olljecta larger than 1/4 inc:11. /. Tread surfacu shell be slip.resistant and shall "-"• ·-th, rounded or c:naafered exposed edgn. The lower front edge shall be beveled or rounded. ~No•ing shall not project !001'9 than 1-1/Z inc:tl pHt. the facs of the riMr below. L RAMPS (SEC. 2-3~07) 1. The slope of a ramp shall nae exceed 1 in 12. . 2. The top landings on a ramp must be at least 60 inchcs·in depth. · .!. If a door swines onto a top landinc the landing depth shall be not less than 42 inches plus the width of the door. 4. The top landing shall have a width not less than its depth • .5. The top landing shall extend not le~ than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. 6. The bottom landing shall be not less than 72 inches deep. 7. Intermediate landings shall be provided at tum1.and whenever the change in level exceeds 30 inches. 8. Intermediate landings on straight ramps shall have a dept!) aC not less than 5 '·0". Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. 9. Ramps shall be r,ot less than 4 Ccct wide. 1 O, Ramps serving a primary entrance £or an occupant load of 300 or more shall be not less than .5 feet wide. ~ 11. Handrails shall be placed on each side of each ramp and shall extend 12 inches beyond the top ·and bottom o( the ramp. 12. Surfaces of ramp, shall be slip reai11&nt. PAGE 3 To£LEVAfOIIS (SEC. 2-5103) /4 At l• .. t one elevator shall have a iwini-in- •ide car platfor,o of , fNt 8 inct>e• •ide by • feet ) inches dff!I •ith a •ini-clear Q941nlng ,width of 42 inc:t>e• in buildings 110re than thru stories in height and in all buildings whera _ elevators are required • . /4' Paseenger elevators in buildinqs other than thoN required in No. l abov• and serving an occupant load of 1W0ta than 50 shall have a ,oini-inaida car platfor,o of 5 fHt 8 inches wide by 4 feet 3 inchaa dffp. Doors snall be J fnt clear aide slide-type. ~ P .. -,ger elevators in buildings other than thoM nquired in Na. 1 above and serving an occupant load of lna than 50 shall have a •ini-inaida car platfar,a of 4 feet , inches wide by 4 fut Ii inches dttp, Th• door opening shall ba at leut ~ feet 8 inches clear width. /. All PHHn<JCr alev•tors shell have handrail lo- cated Z fHt Ii inc:hH to 2 rnt 10 inchn above the c:ar platform. _>-"Elevator car operation buttons need to be with- in reach of wheelchair uaars and of • type that blind or partially dghted parsons can ident'ify aa required by Section 2-5103 ( m) • &. latinlc:nair lifts shall C:0111Ply with Sec:. 2-510 6 Fl!EFUCE AREAS Cstc. 2-3 303 ) cnR£ MARSHAL RECtJ.ATED OCCLIP~IES) ~very multi-story building where access is pro- vided far the physically handicapped shall have designated (signed) ro ... or areas on each floor to provide safe refuge for the handicapped. Refuge area• are not required on stories opening to grade or with raaps to grada or in staries used only H service baaeaents .or only. far park-- ing. ..,arrru:.J.!IIMS (SEC. 2-511) · ~c«,eral., 1' public telephones are provided, they . nll co,,,ply with Section 2-511 ( d ) G j!.fCTR[CAI. (_!,) Elec:tric•l receptacles (15, za and JO aaps) shall be at leut 12 inches above the floor. Section 3-z10::.5o(e) (l) Switd'IH and controls for lights, appliances, coaling, heating and ventilating aquip,oent shall be not less than ) feet nor more than 4 fNt /."\ above the floor. Section 3-)80-8 ( c ) {...Y f"ira alar,a initiating devices shall be 48 inches . above the floor, ground or sidewalk. Section J-760-3,l Q. Sl'EC[F'IC OCCUPANCY REQIJ[RE/"CNTS Chapters ,z_, thraugn Z-14 have specific occupancy raquir-,,ts for accHa in addition to the general requirements listed above. Provide :iotas and dtt-tails to C0111)ly with ___________ _ 102385 .) BTM18:A-l3 09/17/86 BTM/eh TABLE 2-SJV7. ALTERNATIVE COMPONENT PACKAGES FOR CUMATE ZONE ¥07 --FOR LOWR (sfl'WTTCES ·'\ -------------------·---'---·····-------PACKAGE I ~ Component OPAQUE ENVELOPE __ A_ Minimum ·Roof Total R-Value (Rt) 9.52 Minimum Opaque Wall Total R-Value (Rt) (one of the following): Heat Capacity [Btu/°F/ft] 0.0-3.99 7.52 4.0-9.99 7.50 \ 10.0-14.99 4.62 15.0-19. 99 2.30 20.0 or more 1.69 Minimum Suspended Exterior Floor Total R-value {Rt) GLAZING 9.50 Maximum Allowed Total Vertical Glazing (one of the following): Shading Coefficient 1.00-0.12 0.71-0.66 0.65-0.56 0,55-0.36 0.35-0,01 See Section 2-5342(b)5. for overhang equivalents. 2a 25% 28% 36% 63% Maximum Allowed Horiz'Onta 1 Glazing as percent of daylit area (one of the following)-: Shading Coefficient 1.00-0.51 None o.50-0.01 None LIGHTING (Either:) Maximum Adjusted Lighting Power Density, watts per square foot Daylighting Controls Required Programmable Timing Controls Required (or:) Maximum Adjusted Connected Lighting Load, watts Lighting Control Reduction Required (W/Sf) 1.50 No No * None B 9,52 7.52 7.50 4.62 2.30 1.69 9.50 2a 25% 28% ·36% 63% 6% 12% 1.50 Yes No * None C _.'_D ___ E_ 12.51 >' 3.00 3.00 2.30 1.45 1.20 9.50 2a 25% 28% 36% 63% None : None ' \ 1 1.40 No No * 0.10 9.50 11.00 8.70 4.60 2.60 1.40 9.50 22% 30% 31% 34% 52% None None 1.50 No No * None i \ " ! \ 9.50 11.00 8.70 4.60 2.60 1.40 9.50 41% 50% 52% 54% 65% 6% 12% 1.50 Yes No * None SPACE CONDITIONING SYSTEM (Both Heating and Cooling:) I / General Requirements ** ** ** ** HVAC Power Criteria (select one of columns I, II, III or IV; ** any colu~n may be used in any Alternative Component Package; see Section 2-5342(e)2~ fpr additional requfrements} Fan Wattage Index Source Heating Power Index Source Cooling Power Index * See Section 2-5342(d)2. ** See Section 2-5342(e)l. I T.4V 100.60 49.20 §5342 125. II """o.'48 90.30 46.00 I II o."'89 27.10 41.80 IV T.4r 35.40 55.90 F 12.40 a.so 5.30 2.10 1.40 1.40 9.50 22% 30% 31% 34% 52% None None 1.50 No No * None ** I I I ~ , I Section 3306 1982 EDITION UNIFORM BUILDING CODE .... . . .. · .. G) Handrails. Stairways· shall have handrails on each side, and every stairway required to be more than 88 inches in width ·shall be provided with not less than one intermediate handrail for each 88 inches of required width. Intermediate handrails shall be spaced approximately equally across with the entire width of the stairway. ·· EXCEPTIONS: 1. Stairways 44 inches or less in width and stairways ~rving one individual dwelling unit in Group R, Division 1 or 3 Occupancies may have one handrail, except that such stairways open on one or both sides shall have han~ils providedontheopensideorsides. ,:· ·:· ·.·, · .· 1 , '·· ,. , •• ~: 2. Private stairways 30 inches or less.in height may have handrails on one.side only. .. ._ .. · .· · . .. · .. ·· 3. Stairways having less than four ri~rs and serving one individuai dwelling unit in Group R, Division 1 or 3, or serving Group M Oc~upancies need not have handrails. ·· Handrails shall be placed not less than 30 inches nor more-than 34 inches above· the nosing of treads .. They shall be continuous the full length of the stairs and except for private stairways at least one handrail shall extend.not less than 6 inches beyond the top and bottom risers. Ends shall be returned or shall terminate in newel posts or safety terminals. · · .: . The handgrip portion of handrails shall be not less than 1 ¼ inches nor more than 2 inches in cross-sectional dimensiori or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp comers. Handrails projecting from a wall shall have a space of not less than I ½ inches between the wall and the handrail. · .. , .. · ACCEPTABLE HANDRAIL DETAILS [~Ion 3306 0)) \ ;!:i: .... :::E '\ ACCEPTABLE HANDRAIL DETAILS [&!cilon 3306 0)1 1½" MIN. 1v.·102· NOTE: OTHER SHAPES MAY BE ACCEPTABLE IF THEY PROVIDE AN EQUIVALENT GRIPPING SERVICE. SEE THIRD PARAGRAPH OF SECTION 3306 (J). 3½"MAX. NOT ACCEPTABLE SUPPLEMENTAL PLAN roRRECTIOH SHEEI FOR SPECIAL INSPECTION The following must be identified on the plan title sheet or the structural specification sheet per UBC Sections 302, 305 (f), and 306 (a) through (f): (1J Note that continuous inspection shall be performed by qualified special inspectors retained by 'tfe owner and approved by the Building Official to act as a special inspector for the following types of construction: © CONCRETE f'c =:2000pst. for structural walls. B. REINFORCING STEEL AND PRESl'RESSED STEEL FOR PRESTRESSED CONCRETE____,----=-----© WELDING. Field welding of chord bar connections .4 ,..,o PAN~.t.. Att./c.lfr1a.A9-,t:. D, HIGH-STRENGTH ~OLTING __________________ ---'--------- E. STRUC;rtJRAL MASONRY _______ __,; __________________ _ F. G. © PILING, DRILLED PIERS, AND CAISSONS ______________________ _ SPRAYED-ON FIREPROOFING _____________________________ _ OTHER SPECIAL CASES: l, FIELD FABRICATED TRUSSES @ .:J:"AJ-Srr-,U .. I; TJoAI C)I=" £E"y:p.-,,.,..JSl.:.JJ 3. ______________ .._ ___________________________ _ @ Provide the following statements on the plans: . 0 The permit applicant spall retain the design engineer or architect of record or other responsible engineer approved by the Building Official to ensure that: l. all elements of construction which require special inspection are inspected by qualified deputy inspectors approved by the Building Official; and ·2. all code deficiencies detected and deviations from the approved plans are brought to the attention of the contractor for correction, and if not corrected, revised designs to overcome the deficiency shall be prepared by the design engineer or architect of record for approval by the Building Official; and 3. all corrective work required is completed in accordance with the approved-plans,--· specifications, and City adopted codes • . @ A final inspection report, signed by the special inspector and the responsible engineer, is submitted to the Building Official upon the completion of each element requiring special inspection. The report must certify that the work was in compliance with the approved plans, specifications and applicable City codes including any authorized changes to the plans. @ Note that evidence will be provided to the Building Official that the following items were fabricated in an approved manner (Certificate of-Compliance, approved fabricator certification, mill reports, ~tc.): A. GLU-LAM BEAMS _________ ----_________________ _ B. PRECAST CONCRETE. ____ ,.-,_ ___________________ _ @ REINFORCING STEEL Billet test or mill or heat reports D. STRUCTURAL STEEL __________________________ _ E. TRUSSES ________________________________ _ F. INSULATION ____________ _._ ____________________ _ G. OTHER __________________________________ _ 4. Note on the plan that it is. the responsibility of the design engineer to review and approve structural shop drawings, truss details and_specifications and provide documented approval for same to the Building Official for his approval. 5. Note on the plans that the owner shall arrange for performance tests to be conducted to the ·satisfaction of the Building Official .of the following: A. D. FIRE EXTINGUISHING SYSTEMS EMERGENCY POWER SUPPLY B. SMOKE CONTROL ASSEMBLIES C. E. AUTOMATIC CLOSERS F. SI123085 12/30/85 Tilt-up EMERGENCY EXIT LIGHTING OTHER _________ _ Jurisdiction Cn'j oF L"11'21..sa,1 D Date 1 :S-/o--37 Prepared by, /?, C, ;..h::;, ,_q-,,J VALUATION AND PLAN CHECK PEE CJ Eldg, Dept. O Esgil PLAN CHECK NO. g7 _ 7 ~ BUILDING ADDRESS _____ L_~_s __ J2,_~_'-'"_~_A_.5 __ J.,,,_,1_1/2_1_J_.c..._,.... ______ _ APPLICANT/CONTACT _5_TFi_V. __ ~ __ A_R_d_o_c._D_ PHONE NO .{'JI<!) 8'3.3 -ZOZ/ ·· BUILDING OCCUPANCY 'B-2--DESIGNER PHONE 5A-n-,e: TYPE OF CONSTRUCTION V N'-S'p;z,. CONTRACTOR PHONE ------ BUILDING PORTION BUILDING· AREA V.~LUATION VALUE MULTIPLIER J:' 1-J D 1/.,.>1"/2&," ( t,) ff;,£ 'Bl~i-< 1/7 ,1~1)/,f(p OPP/Cf& 6 8/ 8' "----!/$ el -9-~2'b 070-I r,-JC; U...snz.A·C-1o·t1'-l-<f ;i.6 ~ I ,27/ 5'1<.f I I I l I I I Air Conditionins: Commercial b'F/?? @. --;i:~o I o/ Oto ~ Residential (a Res. or Comm. / 0 ~6 2-/.9. -:i.S-8'93 Fire Si:,rinklers @ ' Total Value I ,6-::23 357~ /_ 'J L .,, q 7 '2 n 0 .. I 7 ' ~ ree Adjusted To Reflect 0£n~rgy R•gulat±ons (ree x l,l) OHandicapped Regulations (ree x (7-?r: &70 l. 0 6 5) i_i-,,.a~sF---t' J . $ -f-~3~ Building Permit ree $ ___ _ Plan Check ree ___ S ______ _ COM ME:NTS._: _____ _ 8/4/82 \ s.. QJ == QJ ·-Cl) >+J Cl) ltl OCCl ' PLANNING OAT~ ZONE: 0 ,n TYPE OF PROJECT AND USE: tJ E6 '< '[1 C:t-4./ . SCHOOL DISTRICT: S~N D~EGUITO .-ENCINITAS_ CARLSBAD~ SAN MARCOS_ SETBACKS: FRONT · . OIL--. . . SIDE (!) V . REAR Ot(.../' DISCRETIONARY ACTIONS: 9\q ~{p,-t4 --------- REDEVELOPMENT PERMIT·REQUIRED:_:.;.~....,\t}i....-________________ _ LANDSCAPE PLAN COMMENTS: J.. f( . _ __._..,.., ----------------------- ENVIRONMENTAL REQUIRED:_.;.... -------------.,::...------------ COASTAL 'PERMIT REQUIRED: YES _____ NO ,'A ADDITIONAL COMMENTS: _____ _..... __________________ _ I OK TO ISSUE: ... ~---------- ENGINEERING LEGAL REQUIREMENTS PER~ITS REQUIRED .ff.TS f1.£QUIRED DD_ .. ~ u Cl) .c u (/) C: (/) ro OJ c:: s.. Ol Ol 0 C: s.. a. iJ ·-C: :, co ro +J c: ADDITIONAL COMMENTS :_......J::..1-w.L.L...:~..:...:..:.:....:::~~~~::..::::::..~----------- -0 (lJ +J Cl) a. E ~ ~ OK TO ISSUE: "4ta < 82 ·~ i--- DPD2:DPD6: 10/24/86 --- DATE:~&~/4~~~7 __ _ ··---' I '" l. I .. ~{\t..(l. b ~ \ P> ~ ~ \ 12,DD '::: 3, 7 q £DJ ) Aj 1 0) l}4~ 1+) 7 € tJOD = ~ Oq ~l)J ~-BB£~ b(} o.oD ~1.s B Bo.-e-- + ~ It l.ci+~~ B'-D t ~lal:.bc, D ---+. . 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V1 ct: 0:: V1 ::E: ocx::w I-0:: UCI c:( z __J 0:: c:( __J I-ex: z ":C OWV1 u::::, Z>-I WO.. >O __J ct: u :::, ex: ::E: w :c ....JZ WO 0 I-0 0 0:: NZ 0 ,-...... 1-"4 0::, 0:: I-c:( 0... c:( u .J . --)r ·· ,ELM AVENUE .'/ 1: )LSBAD, CA 92008•1"989 iLEPHONE ((Citp of ClCarl~bab · FIRE DEPARTMENT PAGE 1 OF_L v19) 43S:5523 PLAN CHECK REPORT APPROVED / DISAPPROVED PLAN CHECK# 'B7-7- ., ·,\ PR.OJECT ~L.,,.._ =Cl.._1'---'-'ll~--~~.._~'-"'8 ...... /J __ ~~--ADDRESS LAs /?r,t.AAJ' _ ()1?11/G . ARCHITECT l)F e~tl<'V'.'r' /JµrAJPt'S t.:,,,o ADDRESS /Id Box 1/oflt:. PHONE ------ OWNER eu DAIii 5 . ADDRESS t9ir '/;),Ob 7 PHONE t,o·~ --r,1-tt,~ OCCUPANCY /?,-{1 CONST. . \/-N TOTAL SQ. FT. . /?; :Uo:J.. STORIES o.= ',., .. ~SPRINKLERED. D TENANT IMP. ~---~-----'----'----~------~-'----~ APPROVAL OF PLANS IS PREDICATED ON CONFORMING - TO THE FOLLOWING CONDITIONS AND/OR MAKING . THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS _. _ 1. Provide one copy of: floor plan(s); site plan; sheets --~-"-----------------'----- --·2. Provide two site plans showing the .location of all exist_ing fire hydrants within 200 feet of the project. ·-. _ 3. Provide specifications for the following: _x._ 4. · Permits are required for the installation of. all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants) .. Plan must be approved by the fire department prior to installation. __x_ 5. The business owner shall complete a building information letter:and return it to the fire department. X..6. ,. -¥-7. ·FIRE. PROTECTION SYSTEMS AN·o EQUIPMENT The following-fire ·protection systems. are required: ~ Automati~ fire sprinklers (Desig ~ Criteria: __ ----1,~""l+-.A~P'-E~cc.;..-J/'-3-__,,(,,,......._ • .,,,.J-;}31'--,!-l-,,"3 ........ ,,_._,r;, ..... o~)+---------,----) D Dry Chemical, Halon, CO2 (Location:· . ) · D Stand Pipes (Type: . ) D Fir.e Alarm (Type/Location: .. ) Fire ·Extinguisher Requirements: 1<1· One 2A rated ABC extinguisher for each btJt> O. sq. ft. or portion thereof with-a travel distance to the nearest · extinguisher not to exceed 75 feet of tra.vel. O An extinguisher with a minimum rating of · to be located: ~Other:· ·A< fVPPt:>P() (AIIRAI_ .(!,uJtd,uJf ,~.f-@ ,s O£T1:~11,r10::> _}{_-8. Additional fire hydrant(s) shall be provided ~· __ o~/1./~>~tV.~t;~,. _· -----,------------ -A-11. , . . _EXITS . , Exit doors shall be openaple from the inside without the use of a key or any special knowledge or effort A sign stating, " This door to remain unlocked during business ~ours" shall be placed above the main exit and doors (.J,Jl..1,v I.AT, L,1 l'Nj _ IH,~ 1NIJ/l'AD'Nr TyjJP .(}.JAOf, t1 If- . EXIT signs (6" x ¾" letters) shall be placed over all required exilts and directional signs located as necessary to · clearly indicate the ·lo-c.ation of ~xit doors. GENERAL i 12 .. ·Storage,· dispensing or use of any flamrf1able or_ combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall .comply w'ith Uniform Fire Code. ___:I,,._ 13. Building(s) not approved for high piled combustible 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 h.igh stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. · · · _)L 14. Additional Requirements. /!JIA,_(J,,.,.f ,.vu,..,t!3r.r? fl£,;.,y.,q. r/r1d. A(I/IJ SLA, Ji.,; .a,=-,.,7.NAn,.,./)' 5bA II ·_ ttotVtC'om b · {f, '7 o J (IA rLs f:,,,,,,a /btP11.,n.,..,,_r:,5 ( <:.01_ f,,._,, td,«'; o~r2+0 I . ~ ... /· --15. Comply with regu:Z :;;;;~ Plan Examiner ~//4. _ · 1 • Date,-~~~'..,4/_Z~-.....,R;.,......;7~-~-.,.- \ '~.,. Report mailed to ar.c;:hitect ___ Met with _____________ _ _ 1_Attach to Plans I L. .-· -- -l ci z co 0 -:, t-z w :J (.) STB STRUCTURAL ENGINEERS, INC. _ DATE: 4ffet/a PROJECT: :f:%.t.. ON ~~ Ci,J';J{~"EiS PA~ CLIENT: DE f(,;.J!6{2;f.-. STBJOB NO. g(o-l L{ I sv:TM H DATE: a · 't> I • B7 SHEET NO. \. OF ·1- eu\\. .. OlNC.,, PoFARltiE.NT loRREG,IVf{~ C-11'< oi=: LAe.L~ IBAO ) CA . tfE.H \ 6(o : 5-ffGl FY ~OIL, U-AS'bl.PJG,A..,-tDN ~ WlL E.Y..PP/\3-SID~ (Nee><. DN ~-I WEST ~ -Sec. R.e\JloSD 6-l &HEET .. fTeM \°JO ~ NOTE OC'-1 FOUND-Ai~ PLAN '.. 6?!6 ~-2 t-JOT6 1t 8 . tTE:.M 1.i..a l '/ .... ·' Sl-\OVV t-\r. OF ~iAlt-.l"ED ~t-1 CN AU... F'OUNOA-n-~ 'NAU..~. Sc.t C-1 V l L. I:>te.AN tN0 -. HOlS ·oH FLAN~ THAT ~U~FA.cl= WA1e:.e... - 'N \LL. 012..A t N . AN./\ 'i Ft'l..CM-re:JJ I Lib I tv-c, , • • - oE"E. CIVH ... CeAWINC:,~-. SPEGtFY '51~, IC.BO ::tt: FD~ POWEe.. k)(G\\JEtv FIN':), ~E r2..-c'h<::eD .Cc-TAIL '2.-'t o~ D'Z- ~(<:f\~\-vA-rE. oF C.OM-t°GtANcG f"t}~ 6-\L.U -LA.N -F:>6AN·-~ ~sG t....UM~ee No"Te. l4 oN ';)~ I ~ J"3SPtc.,-r\DN u~, ~ S • I Ft2.0\/rDt. -ne.A>~~ ce1-adL'=> ~ C-A'--t.,~ •.. ·-r-e u ?'?-e ~ o e. ~ , 6',N & o '2:> y or1-1 c~e.l;J. f<OO~ \o'H .. l I CJ,~JO LlN6 ~ ';>~E; eE-Vl":::>'E:0 ';, ~ ';)U'EE.T 1 CAL.L S~EeT A'5> 1/86 STB STRUCTURAL ENGINEERS, INC. DATE:-----'----- PROJECT: f'Al.o~~iNEe, Ptsr2.1'- CLIENT: t>s e.vGJ<-6 STB JOB NO. B (o -14 I sv:Tm +4 DATE: ~-~ I .. R"": SHEET NO. ,::Z OF 1,, ---------------------------------------(, c5 z CD 0 -, t-z w :::; () Coe. CoNT. NOTICE .,,, CALCULATIONS TO B~wtt.lD MUST BEAR ,,, A COMPAN): S1'GNATURE IN RED INK. A REBROOUCED SIGNATURE IS NOT VALID. ,. tae-~Df;T~ f!ere... TK6 'Ff.lo~ CON Ve es.,,ATK'N OF' 3/~o/87 eeTvveeN i3lL.l-eL..DOH l ~"tS) AND ~ \-tZ)(=sLtN (£C;C,,lL. ~te.P) . ~~e~~~e Cceec::.,~"'-\N";:>fec.,-oON ta.ePora.--r~ e,~,. -ro ?:T.~ 'N\Ll.. e6 ~'EVl&re.0 ~y S:T~ T'O Va!.IFi' -r1tAT T+.ie R.eP?>~'i'S APPrc:Af.._ "TO INO\l,Ai6 TAA;i 1'-t46 ~6CAAL. h~e..Pec:tt~&N ~AS &'eeN t-ON6 A~ ecGLll~efJ - . J'TEM '2-l.t~ ~-Ae,c'ltDE t)e~\C:,,N OF WAI.J-'fANcl.t~ '\ 12.eT WA-t£..:,· A-r ~0Gk.. t<.AH~· ·····---· -=\J==A.=\..=L.=_ =P=A=N=E=\-=_ 4c ~.J~,-~ifi~ (A~OIWOO 1-\: ct(4?)= tSw -i. ,t:t-H = l, ~~ ~) 4~~ ~ 47J<D --t-\14 = 4~t?..,) ,. -11 s'~ 't. ~ C>'Z, It 1:- I, I II ,-(p - ·· .f"' ... ~ R~~4o~ru> d:1.7~ A-. := . • OCIJ 1 x \,-; ~ -:. .. I '3> ~ .PA"'6L DIC... €. ~1'1P- II A.,,, Ator 'ii' Lf ~ 14 "c.c.. A,,. 11 I -= j -· - 1/86 •t -. ( STRUCTURAL ENGINEERS, INC. Project No. ___ g"--'(....,.o-------'-1___,_4_,_I __ Project: ...... .-.......... 0.Af?.J/5.BA0. ...... 7 .GA.-, ................................... : .... . Designed By:_:(f: __ t ____ ¼-l __ ,L-=--a_1_ Date ·•·········································································································· Reviewed By: _____ ___,.___,,,..-__ _ l);uc Client: TABLE OF CONTENTS Page Subject ........ L ................ .c.,:~.N6r2..~.~.· ............................... ; ................................................................................... . ...... A. .................. Ro.a.£ .... ~E~.H.y ... ~ ........ : ............................................................................................ : .. ....... e .................. F..~o..~ .... f .r.2<r.:tv.+··········································································· ........................ . . ... .. . £ ................. '=Q ~ .U.t:1 ~-~··· .L.E 1:-J.Q .. : .............. ············~· .................................................................. . . . . . .. ':I.:! ................ YY .A.l,,,L,, •.. e~ i~ ............................................................ ~ ........................................... . .... ... k ................... k~~£-A.~ ........................................................................... ~ .................................... . ·······•·················································································································································· ................ . ...........................•..............................................•..................................................................... .. ············"············ ··························································••!••············································································································ Governing Building Code:_..__l ~-8---~ ___ · _u_e_G _________________ _ Design Live Loads: :2 0 P~ ~ CVSO r&>oF ........................................ =:2Q .. :.: ............... ~.' ............... f..~!2."ff:... ................................................................... . Construction Materials: ··········~\·Lt!1!!1:1.[!f·-.. ~-f-~ ... -J.;--!?f-···,t'.-... 'j-... \-;~-.~.:-···-····-···-····-····-···-····-···-····-··q-.. ,.-.~-.:.-40-q_o-... t-.... -~~-.. J.-{-····-i.-i-··g-.i-.i-J ··· ··· ·· ···· ·· ·· c::~::z:irF ··· v·· · ··· ·· ·· ·· .~ ... 2· · .'.2 .. · ·· · · ···· · · · ·· · · ········ ···· ·· .. .t.'4. · ··· ·· ·· ······ · · ·· ·· ·· · · ..i .. · · .4..,. · · · · · · · · ·· ·· · · · · · .......... ~ .............................. B. .......................................................................................................................... . Soils & Foundation: --------------------------------------------- :-·····················••!•••················································•••'••······························· ················ .......................................... . These calculations contain information proprietary to STB Structural Engineers, Inc. This document or its amtents may not be reproduced or disclosed to others without the prior written consent of STB Structural Engineers, Inc. All rights reserved. 87-?y· 9/86 c..(S I I STB STRUCTURAL ENGINEERS, INC. . :t :t: PROJECT:_fA-1..L..~lO--· ...a...MA...LL...:·ll:::le. _________ _ oATE:____ CLIENT: __ -"""D"'-s-=-:.~=:e~1R--.e-E~"--· -----'----- STB JOB NO:ru-{ 41 sv:TN 1:4 DATE: 12.-r9-8(g SHEET NO. I OF __ -r--------..---------------------LDAosi (_ 0 z Ill 0 -, 1-z w ::i () ~ Cl w UJ ~ as Cl > UJ a: fa>~ -~lNL~ 4.o .Vz'' PLY l, 1 4 I( ix e,24 0,C.., 6,8 4t ':s e 8 1 LS T-EAe Ce:\t_ (, 0 C'.<Ltc1S 12.o 6Pte.l N K.l"E-~'::> '2,o (11) DL--I~\ O ~F LL -,w.o Pi>F TL ~o.O P'::)t= -FL..R l Yz. '' L -r. wT. (l)tJC, h O Pf;:.f" 14,0 PLY lEl~/Hl~ JOl~T~ BEAM~ ~PRINK.. 1.9 1,6 c:3,0 3, i:> l,D . :z C(_·; 1.1.., ,0 'P~f" PA Y2., 7"\ iW 20, D NOTICE .,,, CALCULATIONS TO B~wtt.lD MUST BEAR ,. A COMPAN:i; S!'GNATURE IN RED INK. A REeRCJf>UCED SIGNATURE IS NOT VALID . .,,. (REOUC...l6L.'2) LL 50, 0 l'Z.EOuC..18<-E TL-9((, P~F LL·. REDLiG'TlC>tvo f2H~'<-::: 'Z'o,( ( \ + ~)-::. 44 1() Lt,..M,~ :. (I -.40 ).so :: io.,o P~f TL --. ,z,.(p • '>;.O i-20 -::[ 7 Ci~ lewN~X -. 2?,, I ( I ~ ~} ~ -3\, 7 1o t.LM1N~(\-,in)10 ~47,s 1/86 J STB STRUCTURAL ENGINEERS, INC. PROJECT: :fAL..QNAe. STBJOB NO. 8&-f 41 DATE: ___ _ CLIENT: ______________ _ BY: 11, ~ DATE: 1-z..-\ 1-g SHEET NO. A I OF __ \ l 0 z to 0 --::, 1-z LU :J (.) >-CD. 0 LU LU ~ ~ 0 > LU a: . I ~LIB FLUeLt tv0 L--:. 7, 1 NOTICE ,.,, CALCULATIONS TO B~~ID MUST BEAR A CDMPAN): SIGNATURE IN RED INK. A REBRar>UCED SIGNATURE IS NOT VALID. ~ ~=7,?Ft.F i :s:: (1.?+ZD)Z-: -'?i? Ft-F 9h-= l~DZ ~t < -ZOSO z.o' BAY TA;. l{oO I L,:: lCf,t.. w··=-(n + io;a -Z4-B l 6 DO "' S x k'Z-? x. -r~.8 Z48 x \"2,, . \~ 't 8 )( '' '2.? ~ 1 ~ . 8 -z..48 )< l-Z. I €~4-r?f 1'= I -::: e1. l I I := \'t'3 I 4x 1i P,F. : I 1/86 STB STRUCTURAL ENGINEERS, INC. STBJOB NO. g<o -{ ~1 PROJECT: ______________ _ svhil DATE: ____ _ PATE:_____ CLIENT: _______________________ _ ----....::~;.;;:;~;;;;;;;;;;;;;;~---....;;i----------------------------SHEET NO. A\ OF __ _ 1 I i\... ci z Ill 0 .., 1-z LU :::i (.) f!i Q LU LJJ !;:j: ~-0 > LJJ a: ®- ®- ©- @-. @- cp . %\-0 i>-, I , ,,.., 0::-, II ' al : I ~1 1 84-11 II J I a:r ! NOTICE ., CALCULATIONS TO BJ,.Vl!t!.ID MUST BEAR ,,,.. A COMPAN}: S1'GNATURE IN RED INK. A REeRClOUCED SIGNATURE IS NOT VALID. ,. ---. . ' I ' I I ' ~J. g/ l f ' 1 £510 l .. S'o ' / - g(.. I !/:$ ' u l I I I l . 1/86 STB STRUCTURAL ENGINEERS, INC. STB JOB NO. <?to -l ¢.:-1 PROJECT: ______ ~-------sv::Ft::'4 DATE: ___ _ DATE: ___ _ CLIENT: ___________ ----,-_______ _ SHEETNO. AL OF __ 0 z ID 0 -, 1-z w :J 0 >-ID. Cl· w w !;j: -~ p ~ a: Bf· L:.:. 40 TA -={r;OO [A_) -= ( J t -t f~) 40{t2_,-: ~00 PL.~ '-}40 _ M; \i\0 Srz-= h0(1i;/zA(hi.~')-: e == . ~ o -=-·~ ~ = 'Z,,11 ~b(..~ J\ :l-l ( t...-:. ~ ~I b. c ~' 1 ~ t I ll l i... I I 6cc...: .92 c..-::. i. '6'2.. L ~ zo TA ~ 400 w =-(lb+ 11)~0/e-: 5BOQ~ @ Ct-Foie.. rtc.~w-) K = ~4 srz. o:: ~Lf-(12.')j.z,-4-(t~"LJ>'),: t"!<., R. "; , Gz1.~"' I -'- ~ ::: J. ID 11 4 bt.-:. • 70 . IN:: (i(g -t I~) 4-0 /1, t--\ i 41 .. 1(.o ~~ TA;: 4BO =. 5SO (I~ a e,~ fort. Nc.~f.J) ~,a.-;:. 19.\ NOTICE .,,, CALCULATIONS TO B~VA't.lD MUST BEAR ,,,. A COMPAN): S113NATURE IN RED INK. A REBRcmUCED SIGNATURE IS NOT VALID. ,. R,:: 7,r:;i... ·. ; i X ~(D ~ Ctt-B c~ -s;4ti Se= --zi'? 1/86 r ci z CD 0 -, 1-z w :::i (.) >-CD. C) w w !;;: a5 p r5 cc \__ .. l ::,z c..,o oc.., Oz "'w -,_ ::c 1-.... C: .._;;;= z C: -o en a: C: "-w w w::c :;;,_ "' ,_ z::, WO .., ::c < !:: C: ;;= i= "' c.., a: ::,w e:~ cno STB STRUCTURAL ENGINEERS, INC. PROJECT: _____ ...:..-----,------- DATE: ___ _ CLIENT: __ __.___---'----------- l?t.. STB JOB NO. ,£' {., -( 4-1 BY:~ DATE: ___ _ SHEET NO. A.3 OF __ NOTICE .,, CALCULATIONS TO B_E..IJ1!n.1D MUST BEAR ,,,.,. A COMPAN~ 91'GNATURE IN RED INK. A .,. REeRo!>UCED SIGNATURE IS NOT VALID . ., f ~, C ..\~(51) If!/ ... ~~~ 50(1-z:)/z"4 (£.,c;)~ izo ·, ~~ Y 'i( t;L(-:) c,-: 1/,z. ltO ? e i: ~&:-:>4 '?t X 18 ,. eic...B C: V,z, Se =z Ci,(D I ?! X 'G~2 G-:. Vi,. ~PAN. ~e. "; ?l I 1/86 STB STRUCTURAL ENGINEERS, INC. PROJECT: _____________ _ STBJOB NO. g(:::, _. ( 4-r BY:Ji::rJ4 ~AT;t--- DATE: ___ _ CLIENT: ______________ _ SHEET NO.~--0 OFF_ ( ( ___ 0 z c:o 0 -, l'--z UJ :::i (.) >-CD 0 UJ ~ ~ UJ p > UJ 0: B1 -H-P'-·-~ ... 9 (to) f-. ~ 09 ( 10 )S $-44 .. :z. -H-r1..-:: -qt::> '-=- NOTICE .,,,., CALCULATIONS TO 8.f..~ID MUST BEAR ,,.. A COMPANt S!'GNATURE IN RED INK. A REeR(Jf}IJCED SIGNATURE IS NOT VALID. ,. -t-H. = ( \~-+ \ ;-?..tl/40 -(44.Z/z) ~ · tse, tN~\..l ~e:. 1~s(,2i;/zA(t~U?').: 552, t Q='Aw ~Tl..= !, (D4 ,, (516 >, . 40 6b~-:: • ss'' 't . I (~9/ 1 '0 -z.o BB L-:: 4b' . ~-. _ps: ?o ( ,z.o )( l ~ 1-1-z.., =-p~, -t I n c.c:i~ H := \ ~ ( z.o-,. )f, O -:. l u O 1 ~ siz-~ ,~oc,~;/z.,4 (1.,2.~) ~ u:40 69 L~'U) . · -----{ H""c:CM H ~ (\ ro + l > ~D2-/ 2,0 == CS.re.# 34-(-0 ,, .6r <-..: • f.D \ Loe.= , "?'2, I (8~0) 40 i I (~8'5 -. . . 40 r ~~x">O c,:1l ~-= ('.o't~ AL-r: v;~vtttc.~Vi 0e: "?V;4 1/86 STB STRUCTURAL ENGINEERS, INC. STB JOB NO. g{::,-I 4-1 PROJECT: _______ -____ _ BY;~ DATE: ___ _ DATE: ___ _ CLIENT: ____________ _ SHEET NO. A 5 OF __ ~---------..... -------------------------1. ci < z Ill 0 .., t-z w ::i (.) f-:,\0 -H J;:)~ = 4 .. 2,{ t c°) + ~ t OL( (Io)? ~4-7, 'Z, . -H-n. -= 8(iD) -t-. , WC.to')? =-'10 + H =:(~cP+t)(zot.)/40 -47 1 'i-/Z-= i t{(p .4 .Sa.. "1C' ?, sc.o ,6T<. $~1-J :. I , (!J ( /( /\ ~-t' ~ Q_'-: ' & ·,,J I L-=-rg TA·= ~40 NOTICE • .,, < CALCULATIONS TO B~VA'LID MUST BEAR A COMPAN): S1'GNATUAE IN RED INK. A REeRaflUCED SIGNATURE IS NOT VALID. ,,. ?§ l< 1::s,fr c~ ,· ?e :::{p,f . lJ := 10. ( ll, ~ 1-s) = S8D f'-F HG-G~ \ ~ ~ CL P@ 6'· ~ 6? t tu)/ "Z :::. l~,'? 1c:- M == en;.,~'"" ~~-::-'5.'l"IIC\ ( ,i ")/i .. 4-(1,t-0 -= ~11, ~--Jo"05· Ar2~ [P~ft -~'?l,('Zl~S/12.)l\ .. 1?/.IG,', 6;tt)~ 109 L..-.:: l,Z,' w-= (1-0 -t-.,~ 11-0-= _ ~o H=-\ l., 88 '*'- t2 = ~~q(.o. ~v::: .018 .( \ot~ ok. ~ = "' z.<a '' -;. L Is~, sk~1.i~ C."'~ A:. \l'°?, '? '?G" 4 t)Z, (g~ It 9,F ~ I vJ4-ll: ,\\ 1/86 STB STRUCTURAL ENGINEERS, INC. STBJOBNO. 26• 141 PROJECT: ___ ---------'------BY:~ DATE; _____ _ • oATE: -----CLIENT: _________________ _ __ _:::;,;;;;;;;;;;;;;;;;;;;;;,....~~~;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;... _______________ _ ( SHEET NO. B ( OF __ _ 0 z co 0 -, 1-z w :J (.) >-co 0 w ~ ~ w '? > w C: -~ @)- ©- @= 0- l ~ I p~: ~1 -,,-<XI Q~~----··-----·-·· ~, ,~ ~i 4 G------o -~--0, ~1 ~1 '$ ..!. 0 .,. LI t/1. ~t Q;l I NOTICE / CALCULATIONS TO 8~\%.10 MUST BEAR A COMPAN): Sl'GNATURE IN RED INK. A ,. REeRCJflUCED SIGNATURE IS NOT VALID . .,. 1/86 STB STRUCTURAL ENGINEERS, INC. n, f + I STB JOB NO. c:,n;,- PRQJECT:-,---_______________ sv:Tun DATE: ___ _ DATE: ___ _ CLIENT: _____________ SHEETNO. e:,:z_, OF __ -------------.....,.---------~-----.;;,;;. ___ _ ci z. co' 0 -, 1-z LU :J () fii ~ w W 3: !;;: p > w a: rLoO~ f~MIN .Jo,~TS w' ~PAN { l°t-1?1 CLR.,; 1A'o,c.. vJ-:. ( ,z,z..5 ... 70 )('!.) ~ ~BC:> ~t...-f · -_· 4. P-r<--APIU>x = J/l-S {w )_g_ G. :z:. c\ ~ NOTICE .,,, CALCULATIONS TO B~VA'I..ID MUST BEAR ,,,-A COMPAN): S!GNATURE IN RED INK. A ,, REeRCJflUCED SIGNATURE IS NOT VALID . .,,.. tt If QO T J l. C3 24 0---C.~ WMA.-:. ZJr:;; f'<...f : i:i .. r; (~B?X 1.b )4 = -"'4 ~r1 ,:'(,/-sss ~' '-t'Z;~ t-0 6 (1'1-z..) AL..1 ei \(ot\O-Cr -UJ ~ (22,;,-t 10) lb/1e.-= \1ii P'w-f , . · 6T~ ~ 1:z. ... s \ 'i~ J io 4--= ~ lf 9 11:. L'"' 5 .. 4 Z.ll td" ( ~~ t.-/.4-rq,Q _._.f.._· I __ L-:: 11./ 2:/J...(11..0 )-/U,O Pt-f ~ . l \C.. . 01 \ (SJ --$ re,..c } 9,') ?ANN ,-,,v...~ s ,i,~ io e '*'-':> 4 6: ,:~'t) ""' l./4-£,eo _ ~\.,.-~ • L 'Z, 'i c:. -i (c, ~ o I'-. P2 -= L-= 201 Fe i 1/ --l. Z (b) ~ 7,l r- W-= 1(4LJ>·+?D) ~ ctls2~LiF rl-= zo .. 8 '$ru: 0 4 6T(.. -: .. 4~,,,: L,/4-'1, 1 9v '.: [,~ot -.&1,{,( 1c..;,/1-i;]"5/ ,<t>.,°'i _ l8i 5-<.. ~ lb c.:, l(o' 1 T .J L e., l(,/ o .. ~ w, 1... c,J,(, :: l<.c, er. ?·.f )I ,i ½.:; ~ Se-::. i~4 1/86 STB STRUCTURAL ENGINEERS, INC. STB JOB NO. T1 ,-14-1 PROJECT: _____ ___;_ _______ _ sv:Jb,A DATE: ___ _ DATE: ___ _ CLIENT: ______________ _ SHEETNO. B3 OF __ -------------,.-----------------------------\ d z CJ 0 .., 1-z w ::J (.) >-CJ @ w ~ g > w a: Bl L:: z.o' TA = 4W . ( iei,';>1 c.,l.,~) w = [2v + :d(io; + ~oJ 2?;>_ = 1.1i., i=-,<--r NOTICE _,,,,, CALCULATIONS TO B~W(LIO MUST BEAR ,- A COMPAN): Sl'GNATURE IN RED INK. A .,,. REeROOUCED SIGNATURE IS NOT VALID. ,, H=-8-Z t"-Src:-..,~ SG7(1-z..;/,z.,4= 4·~ O e-=--.,~,1~ -£vs Gta .. 11-1-.1-i(-z.)}\,?/n.~~Jc,~ " 1:te. ,t.. / 40~ 1 ~ ? 1? Z> tN+ ? g )( 1..-4 .. c;,c ie:, C, ~ ti h.Tl. = ,.~e ,. L/41-z. -S-e::: 4s1\.s n At;:i~-:. • ~ I I -=57\0L.f L--W TA-;;;. 200 (19.?'c~ra} I))=-[ 'lu + ':>D -r z.o] w/z -r 14\? (tis) = '°A.U.. It.. . . 'I M-=-5e,.o ~~,::: -zso,N R. = l\. So~ fv • ,l~'Z, · "'l:tt. '-'/4-60 Tt.. ·~ ~q!. I ,...,4 .6.~ -=-: ""'SC\., ltf. l L:: o !A)·= [ '2.c,-,. • 'B'Bc;o) ti,oJ·~o :1. ! Soc:> p1wF Mi: 57 ... l.P S,z.:: 28 e; ,,.,,3 A-=-f'Z-'? Al..T ~ WfGx3 l r--\tc. = 94 I~ '31Si H1$ PLF. fit X 2.1 CiL.6 c..-:.Yq_u Se-==-~=-,4 i:-:. ~9; S A= 10'7 .. v R-~ f4-l-i q,-= [ •4 "~ -(rz1 I t-z, ')1.goo J1,;ffo,~b ·: _t?i °I.12. -= . L /4-0o Tc., ~ ~ 012 \ t1i+ 6 Ti.. ~ ... '31'1 ,, 5 ~ )! 2( ~· ~(;6 c.-:.4 ~e.= 35Lf 1:. = '3,9-51:>:Z... A -= f o 1,l<.o 1/86 ci z CD 0 -; 1-z w ::J (.) STB STRUCTURAL ENGINEERS, INC. PROJECT: __ ~---------- STB;J 8b· l~I BY: DATE: ___ _ DATE: ___ _ CLIENT: _____________ _ SHEETNO. B4 OF __ . 54 L~ '28-1 T~ .. 1t>l'Z (c...r...re.. -z1/.2;, 1 ) NOTICE .,,,, CALCULATIONS TO B~~ID MUST BEAR . ,,,, A COMPAN): SluNATURE IN RED INK. A o. 2.a v4 =-[ 'ZCo + .. 1 k(?O) ·-\'-io J. 7.-0 ~ ~(p $0 P<...-f ,eRotlUCED SIGNATURE IS NOT VALID. ) t ~ "2.l .17. , six ~rf ~L-o c~t,i. ,. Se =1Co5 ·. :!= .. I ?,/~ 'i 9 A= ,~t,4 'k ALT & ~~ \' ~O 8$/4 X Zt ~ A'-7 'ST(.; ~rt : W -Z. l )( 44 Mtl: to~ i:~ca+?; 1/86 STB STRUCTURAL ENGINEERS, INC. STB JOB NO. 2(, • { 4-' l PROJECT: ______________ _ BY~ DATE: ____ _ DATE:_-'-----CLIENT: ___________________ _ SHEET NO. E I OF --- _______ ...., _____ ""'!-_______ ..,. _____________________ _ ci z CD 0 ..,, J,-z w :J 0 >-CD • Cl w ~ W, > w a: c.u: (l_) \ T ,,~. '--c., tee.·,. NOTICE ;,· CALCULATIONS TO B~ ~ID MUST BEAR .,,,. A COMPANi Sl'GNATURE IN RED INK A RE!!RaflUCED SIGNATURE IS NOT VALID ,. ·---···--. ~-:-·-. ---.. <t-c,7 ·-. ···-~--------~ ... /2.t . '-CJ.{ c1 C.1 C: -z.o 'c. \...c.4 ~ci; i::19 '-c.. O; ~~\ : c.~ C.I~ (/'7 : (. ft c. It. - COLUMN SQ fTG. MIN COL CREINF i LOAD WIDTH THK SIZE. E.W. I (KIPS) _(FT-IN) (IN) (IN) I . SOIL PRESSURE= 3000 PSF 11.80 2-0 12 10 2-#4. 18.44 2-6 12 10 2-#4 26.55 3-0 12 10 3-#4 ,,36.14 3-6, 12 10 3-#4 47.20 cB·-12 10 5-#4 5.9~74 4-6 14 10 5-#5 73.54 J -~:-:Q7 14 12 5-#5 . 88 .99 5-6 16 12 7-#5 105.60 6-0 16 12 6-#6 123.93 6-6 18 12 7-#6 143.32 7-0 20 12 8-#6 164.06 7-6 22 12. 7-#7 . 186.67 8-0 22 12 8-#7 210.13 8-6 24 12 9-#7 234.90 9-0 26 12 9-#7 261. 73 9-6 26 12 11-#7 1/86 STB STRUCTURAL ENGINEERS, INC. STB JOB NO. 81,-, ~, , PROJECT: _______________ _ BY~ DATE: ____ _ DATE·----CLIENT:~.------~------SHEET NO. E 1.. OF __ --Fo u r-H?A ii D N /Co!.-u MN? NOTICE / CALCULATIONS TO B~VA'llD MUST BEAR A COMPAN" Sl'GNATURE IN RED INK, A 0 z CD 0 ..., t--z w :::i (.) 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II ~w '2.D,~ 41f.c.. ----'~ 4\c./- <:,q(~i;,S),z;o I ~--?'(_ I II ~ L/.01 roo0 --------40:1 ,·~ -'-f-o s~ 2 -~C::. w ~ ~ E.tv 'A(tfl,,ho 4t,(~' " ?1J..,'r-/ 1, l~,O --i-PIIA;.11:ti -4;<D ~'-€:w 4l/, ~ ~ a' t 4'-(D't ~ -eeo ~\47 -44 .. <, ~LO --~1-s "#5 Ew o' ~ '-'iU."-~i zz I // I( ~. 4'l8 l:S,~~ -1"11)11 .. 'a"IE, u,,~<--, £..-o s~ 48,1~ .1 7 ~ -,:;. S' ·rv1 0. I 44-,8~ 41 ft:,'' 48J i:. -SG,. 3--~~ ---,~o w/ ~ -'*5 C\A ¥-'2.r( f:.")11,~ l\'"'11 ~, sz.rJ"--5((. 7, ~1 +f"ll.,~i~ 240 ---.44 .. bt-w/s -#5 (. "\ { z.q •?)~O ~ \:,-I H q,.(,J} '-?, I 6,4 ~ \r-' (f '2.bO Jot) ... J..-'Cj ~ 8b,9 F=l;6 ! ~ ~ ; #-t., (9~ \ q ME:n:t00NI._ c.ov. I 1/3 .ltlUc.:cf.l.S7;':l,f ;?,40 ,,4~ zeJO 18"' ~ ~ ~8, '? ~ 73,71:. i s:.<D (I~ ! ;/7 #-5 ew. ,zt ,:. JGY(o~ L/4,~~ LI~~ I I ~'t . ~ too ,t:;,l(o ; w/5 ~1t;:\.,J. STB STRUCTURAL ENGINEERS, INC. STBJOB NO 86· Id-/ ., ... PROJECT: ____________ _ BY:::::FY'd\ DATE: __ _ .. DATE: _ ___.__. __ CLIENT:_--,.-_____ ...,..._ _____ _ SHEETNO. f:3 OF __ ----------------....---------------- 0 z CD 0 --:, ·t-z w '::J (.) >-CD Cl w ~ g > w a: . Fbut····H7A1IDH CoLUMN-::> LOL-Ur\N Rct:>;::-~L.DO~ -rA D -rP. D ' I Cl(.o \~ (o 3. 6~ \Ho ll,\4'~ C\1 \ la . ? k:.. t(o I, 'z>4 ''" cte ·~ . ~ io~ &,. 1 f-4 f., ~4 C. I 9 {50 3,~"" ~ 9\(op G,4~ \(.. c~ ?PO 2o() 1<8 .. B Ct\ S.OC> 1"5, 7 ~ 2t:JO · J-8 .. 8 C'L2. ieo 3. ~"-~ ~ ... <.t, ¥- C '0 ".) ~ ~ColD -- e,~4 '2..40 '1, '5 7 t--00 '1,<o (fJB i!,."TV'fbN ).~. .~. - c..~-? Zo '6G, zo l ,q CJ~ ' i,.;~~ G~c., AO -, ... ~2·. 40 .ci., 31-7 4,~~ \10 JlJ,?--~ c,is . . ... WALL ·:2,p 28, ., ""-4'3, I~ ZD .. ~ ~ ~ 2-Z. .:i ZB-·1'" 3Co.Li II- ~ ¥-> 3b,~ LJ~,Lt 6',. \'-48 .. ? 73,1 ~ 48 .. ~ si,o 44,(o ss 7, s"- NOTICE .,,,, CALCULATIONS TO B~wtl!O MUST BEAR ,,,, A COMPAN): SluNATURE IN RED INK. A REBRCJDUCED SIGNATURE IS NOT VALID. ,. ~(j..., I PAO 41-D''s~ v,; I s rr-4 I ''S6_ ~/-~ -P.q::-€.\N. 4 i_ r> " S°'-- 'NI ~ "#-4 EN· 4 t • (r)I I ~ • w / s 'ff i-;, -€.w . ~ '-~,, sa... w/ 1 ;:£5 tvJ. \ '-. JI 4'-&'' s~~ w/ ~ 11:z:; E"w. i-4 .. '1 ~ 2;, \"' lP'-o·' -sl.. WJ.~"#(a6.....i• ~l. ~ov. ~ '2fo~ / 1 /t.. ,~cn.1:~< ove.n. iort~ 1.,4--'-I .. 1$1 ·~'-o" so.. ~, (.o ~(.. "e\N- "--iO, 1' I) -Z..f,~~ J· -~ i~,1s' l.._ I 'I -' ·,,~ ::,•'1 wlD1: ( I ') . Jt,G LIN c,. 4, It:. 2'1,~ ~ 1/86 I STB STRUCTURAL ENGINEERS, INC. STBJOB NO. 8' .. 141 . ., . PROJECT: _____________ _ BY~ DATE: ___ _ DATE: ___ _ CLIENT: _____ -'--------'----------SHEET NO. w / OF _____ -----·-------------,----------------------. ( 0 z CD 0 ..., 1-z w :::J (.) 1-\oe. l o:?ITT A.I._ SPAN ~1c ~zooo ~I..-\-:. 4-0000 ~+~~NA!-~~ '( GO"' c. ~ 14~ PC, F ( (.o I w (coO-F ~. . J)L,.: /~?.O/l"j.') ~ l~CP''L..F Lt. -: . Ho ( '2.TJ /-z_ ') :: t<:.n 2."'\0 P1.,,f" 7.,o' NOTICE ,., CALCULATIONS TO B.f.YA'!..ID MUST BEAR ,. A COMPANi S!'GNATURE IN RED INK. A REBRat)UCED SIGNATURE IS NOT VALID . .,. I f-_... l~'Ter2.,AL. l.PA-0 -~ .(T'-f P . t>A1'lt.L-J l Z'j ~-~ .... , lA)\,-)O lP:> P~ F SG.1~ n.,(. ~ {.pix , ~0 = 20 P~F 4--C.,e..rr. I . SPAN ~ '2,0 J..tc:, 12-1e· · . H~ :.· l-$h~)(-z.o~)/S. ~· 1~4~\~ .. . b=1z.lld-= s.~/'L: '2-75 A a'' !o4ote.t c ;: 1· ~ , t8 '?lo , rH N ·:.. -.. 00'2,?(1$ .. S ,dz.)"' ... JG:,S \f62,i M 11-J = r oO l"? (S ,5 '< ii)::: .b'\°l \/E-ef" LIJAP c~~ -• • • I~ • •. ..M 4t1 : -u-4 G I o. c . v~ te T, . I( . tt=-4 a t 2 o .. c. . ,Horz..+e-. lOt.. t:.L.c-HE::-...,T ~ t--E? .. ~\ b =-C. + 'le. -:: 1'2. +-(2.,-,.&:,.#=/); 2'¾/' , r:, Ml O µ,. co..>• 'iD Pt L-fc..,--e,ie. C: .C?i tc ~ 1,1)1 ... l., /h -= : 15( 11.) / s.~ = i.-L .• 131 ~ t ., .R, /i,,,;,; -: 4/o '' 4 Pn .. " • ?-. <P {:'1:_ lltil 1 • (:fo\Y J= ,s; {, 1) i ( ,., ~'1.. ?)[,-WJl ~M A~UN'6 C::.O c....ll) PAl->E.~ .P~, \,.q (<.o1 ,_ '2q. s· ~ to + .r~(10 +-I, 1( lt-o ~ Jb) = ~'2, i~ <p P,.,w "> p~ ?½, ,1 t,$ A~ W / \ 2'' l'bfl.l( . 11se ~ t.(J NN"'' "t71 p, LA<;1.f.? @ HA'X 'io-~0~ ?,r,1 STB STRUCTURAL ENGINEERS, INC. STB JOB NO. ~b-I 4-t I ., PROJECT: ________________ _ sv::J:t\14 DATE; ___ _ DATE: ___ _ CLIENT: _____________ _ SHEETNO. W'Z,. OF __ ci z ID 0 --:, 1-z w ::i (.) >-ID, Cl w w !;i: ~ 0 > w a: NOTICE .,,, CALCULATIONS TO B~~ID MUST BEAR , A COMPAN~ SIGNATURE IN' RED INK. A ,. De.E p ~E~f1 AJ--.lAl., y 6 t ':) -( '::O{..f O p .lJN E {_ ~ ijeRC10UCED SIGNATURE IS NOT VALID. ~ •• 11,z. r-012.., ~i MP t.ki 'ii. f'AN 't' ::: W/ 2.L. -. 1,1,? /r;,_ it W;: .. t'i t,,v : ~C\. .9 -t ( ~ 1 '< 12. C\, ~) = 'L "2,(p Ct> ... c:., -P-I, · T~-1, D~ f+-=-f,D? ( ,Z7A, 1) /11.11.? f:) c: '?Co. 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I -I"' , ... i:; X ''ZD '# .. q '2. ,,.2, ~.,~. ~4 STB STRUCTURAL ENGINEERS, INC. STB JOB NO. 80-I <f-JI j ' PROJECT: ____________ _ DATE: ___ _ CLIENT: _______ ----'--------'----'---- BY:~ DATE:----,--- SHEET NO. W~ OF __ d z ID 0 .., 1-z w ::; (.) in · 0 w w !;i: ~ 0 ~ a: .. . NOTICE ,, CALCULATIONS TO B~~ID MUSTBEAR ,,.,. A COMPAN" Sl'GNATURE IN RED INK. A REBRCJOUCED SIGNATURE IS NOT VALID. ,. . i::,1z" PAf'JEL -f<-~o~S,rti<. ~ ( ui x e 10 1 '\ ,zo' . ·JO .) .. '?O" 12,0/2 ~ ~/~-~ 4 ~ !S'S E. C,4.L(, ~fJ T :.....__j -FOi2.. -'!'1 P. HID ITT. --(J)Nto. ~ooF · D:--== I~ (1-0)("3'2-); 8, ~Z, ~ ,A > (bea Ll-c I t.. ( 'l O t ~-'2, ) ~ C , {g ~ t:,. .. If,:.;. M-roi ·:: 3·s,1, .- tM"~') . 1:-. Pt:)~• 8-~'2. + H),S'7:: l~.l'l f\A...'& l''hlct~h4:::"-~"~1 Vi.Jv ._ 1 ~ ~. -.'i,1>. MtA.i :. 3 8 ~s ~ -\,l )( l,? -=: 75~ :,., -a.. "ff., '\' t~• t C.,, 'Pf'-AST~ V¥JJ / J..l 11:. / 1 1t S -rte CS : d = ,~h? 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STB JOB NO. gf,-I 4-l PROJECT: ______________ _ sv:Jb·AoATE: ___ _ DATE:_____ CLIENT: ______________ ____ SHEET NO. bJ 5 OF __ _____ !llllal ________________ ..., _________________ _, \ 0 z al 0 ..., i-:. z w ::::i (.) fo 0 w w ~ ~. 0 > w a: 1--½C> r2., l ~DITTA L-SPAN IN Al.-L t-==-51, 11 J<l:OF_,_.,...· --- Qlc-= -z.,a,o R1.1 = 4D 6tX> . () C:.~NG -.. t'I, t? -( ~ 1 t?C.,f) W tU>oF-:: Ct.,.t l~('i-O/L)~.t~IG.P 1-1.. -:. JLPCio/i.)" \~.o ~ ' -r L -=· • '2,°1O.kt.,F . ~_...-++-- .tv Fu,011-• c\,,,-: l-4 ~ /,z,o/t.)-= , ~o ,A--&oo.. t..'-':t#@, C -z.o /7-') : .. 4so -r<-:: -.CA ~.f . , .......... , -.\...A-reeAc· · Lcicf·. · I • \ ~~ t~. '1 ' ' r NOTICE .,,,, CALCULATIONS TO B~VA'I..ID MUST BEAR ,.., A COMPAN): Sl'GNATURE IN RED INK. A ,. REeRotUCED SIGNATURE IS NOT VALID. ,,, ~-;: u 'I '-I ,..... It- N Wttvo l?P~ ~'cl4::tnl<:-._ (.o7·x ,"?>o --20 PsF~c..,,e..~--r ~fAN .· "2-01 -I (z') ~ 18 1 . ---· ···--. -. ~J2~A~~-. 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L '-' OF __ Roop LA-rE-RAL .,J r >-. ,i,. ~-w~··; 3: !;;: ~ w Cl 0 -•I ~ . u a: ::,z ~ uo \..3T' 0 <> Cz !:!?~ :r --a: ,I· rP f- a cg 0 :L V ---... __ ___ NOTICE ,,., CALCULATIONS TO B;.VA'l.lD MUST BEAR ,,.. A COMPAN~ SfuNATURE IN RED INK. A REe.ROOUCED SIGNATURE IS NOT VALID .,. I.(\ ....!) .. -\I . ..9 ~ • ... I Q r ,.J 1-4-r '9 '.._, (J\~ 0:, ,...., I+-~ ?! ... J.if' ,. '" u~ :z: a:: -o Cl) a: a; "'- W w ~ a: @-L......-.~~~_....~....._ll.-.-l!D.-......, g:: 3 ~ "'-z::, WO :i2 a::~ t; ~ ::,w a:: :r --en o + l&' , . 1,'PlC-AL R.OoF' DlAPi..ie,A~N, Yz '' s "'fe\)cr.-PL, 1<»000 is.1--rt''1 . ~0-e..~ ~eh t.s1 w/ , od ~ L{ "o .. c,. 6 1 tJ · l()d (i LP11 0·C-E.,rJ, !Od e l'Z.11 0,C..• f, N 1 PL.P.. \/'a,(.(, ~ Lf30 $i F~MC., . · 4 2); '2,Xt-F ~Ci l 1 ~SPEC.t~l--~A\L.l~ l-t /:f'-vzff'STR.\)c..-r l PL "l'v:>coo s+..rr'1 \2:;.,' J:'No1:i,c. ~2/J(.. .!,. II w/ 100 e '2. z o.c.. B.N. I04 ~ .l.J" b.C.' S,N, \Od (8 Ii,'10.c., F.N. v (A/,/,. -. ~o p Li;. 1/86 ( STB STRUCTURAL ENGINEERS, INC. STBJOB NO. Bb-i 4,/ BY:~ DATE: ___ _ PROJECT: _________________ _ DATE:-----------CLIENT: _________________ _ SHEET NO. L '!> OF ---------------------------------------------"""'- ci z co 0 ""') 1-z W- ::::i (.) >-~ -~ ©-~ . c§ > w a: '· ·•. '· / .. ~ NOTICE / CALCULATIONS TO BJ..~ID MUSTBEM. ~ A COMPAN~ Sl'GNATURE IN RED INK. A REeROOUCED SIGNATURE IS NOT VALID. ,. .J._ r-J::rJ.~------------------.. --....~ ....... ~----"-----~ ?>/4t' ~,o. ~t:1~ A..i'~· lt-l06"'X. ·4B/2A- v-,/ LOd ·e,. ~'lo.1:,1 a,,-..,> £1--.L 10 ''o-G• -f=,r,J ~- Uo.i..(,.::. ~w 1/86 STB STRUCTURAL ENGINEERS, INC. PROJECT: _____________________ _ STBJOB NO. ~b-14:l .BY:~ DATE: . ' DATE:·--'----CLIENT: ___ "-------"'-'------'-------SHEET NO. L4 OF __ ---r ci z a:i 0 --., I-z w :::; (..) >-a:i ~ Cl w w 1-15 c§. > w cc NOTICE .,,,., L.-A.-re Y2A L CALCULATIONS TO B~IJl!llO MUST BEAR ,,.. S~~r2... W~L'-6 l, ~6 I A COMPAN'): SIGNATURE IN RED INK. 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Vv...-:. ,z,)( [ ·· ~. t-,1,\~,,6'(-oeoeix 2.1,'),ctt,CD 1J::2r·43 ~) (f \/ C. .: l.j • 0 l .L{ (llP _'· :'.) ~ to~ . / ~ l , L p V'> -:. .. '26(~0)/BO (iJp -~_Jc'I-Z..).8~ --61- i-i. f ( V '-t Y ~) -: ~ 8'2-1 ~ l (, l), g o ~ ,. ) ,iP ec1iJ ~-~ vz)~o~c.. ~ .·> • ' ~ I ' • > .-~ ,. . p·ow-eLS ~ z-i"S (1\11{,~)/'f(p .8 ~~~1:z.,:-"/1 11ss II·# d. Q ~ 11"" ,-, STB STRUCTURAL ENGINEERS, INC. . ' ;, PROJECT: ____________ _ STBJOB NO. ~ 14:( BY:JiY).:A DATE: ___ _ 0 z CD 0 , 1-z w ::i (.) >-CD~ Cl w 3 ~ w Cl ~ cc DATE: ___ _ CLIENT: __ ~----------SHEET NO. Ls OF __ NOTICE .,.,, CALCULATIONS TO B..c,~ID MUST BEAR I -I t--; , '? ' C .. _ °ZOO<J l. '= 1.'Zt - A COMPANi 91'GNATURE IN RED INK. A REeRCTnUCED SIGNATURE IS NOT VALID. vi)._= i1 [,1,1~t _1~~(,<>~c;)'1.11c;'),qo] ~ ?~ c/>Ve-~ "ld>l-4 (24 ') ~ 9c, + V1:./z-= 45 ttvs ._ 1~-z... sw '-'·' N& 7 ;p ( \/'--t Ve.,') -:. 24-5 > ? l.o ZS ( 1 .. ·, ) C \ , ~ ) ~ f .. 7 ~, , -z.4 , I . -t--? · ? ~.f G -=-'2000 I.. '.: 7 . 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STB STRUCTURAL ENGINEERS, INC. •. ·, > PROJECT: ______________ _ DATE: _____ __ CLIENT:......,... _____________ _ 0 z· CD 0 --, 1-z w ::i (.) >-CD Cl w w ~ a5 a > w a: Lt 1-JE. 4 A-rv 5 --------- li.~T -=-,,n, '1(2.'o,?) ·l'~ t1(14) = l~~q STBJOB NO. 86-It ( BY:::D:v'A DATE:-'------- SHEET NO. Lb OF __ r ? NOTICE ,, CALCULATIONS TO B.f..~ID MUST BEAR A COMPAN~ S!'GNATURE IN RED INK. A ,. REe.RCJOUCED SIGNATURE IS NOT VALID . ... . ' V - 1/86 STB STRUCTUMI, ENGINEERS, INC. STB JOB NO. gb-J q..} PROJECT: ______________ _ BY'.:::rtfl\ DATE: ___ _ DATE: ____ _ CLIENT: _________________ _ SHEET NO. L-7 OF __ ------------------------------------------\ 0 z [D 0 --, ,1-z w :::i (.) > w a: LI~€ 4 D ,o E. (10,::: 7,\ (?..'),'L~)+-1 (l4J -: G>'t-B r\ ii.e. ~ -:. 4 g .. ~ 'Z., ll Pt..1 i::",-: ~'?..f> -48 _ ll(D"- S - c,,~os en . ..-~ H =-_Cc'Z 8 ( lq) :: 4q 7 . . . '2 .q ,,,r. M lA.. :. 4c,') ''"") 1.l x 1 .. 1~ 8~ ~, i r , ' l°, ' 1 11 I ,1 ,._~ 5....._1-~-1 -r.ra"'(' i ~ -o ,c ? -o "'rz.o ar,_. _ d ~ 112-b~ iv · A,-:. ?.~e ,,.o . lo,12., NOTICE , CALCULATIONS TO B_E.IJl!:LID MUST BEAR ,.,,. A COMPANi SIGNATURE IN RED INK. A ,. RE!!ROOUCED SIGNATURE IS NOT VALID. ,. . -·_ ~1e-: '2-ffO .. ,___ ~~ ~ ~~ CilZO (¼a,-, w/ 9 ft: S Mit. ~ ~,~c-. .. fh-::. <,-z..8/'Z.4-.:, 'UP"'-<.. /Od'Z.f-~a.(~).li . . . . . . .. ' . "-"-2. 2,b < 2<-, i Vl,\,-:.·5;~, JI,') (t+) ~ 101-" . 4' VG---=-~03 " \ €,.$ !!· . 88 p Vs .,. ~ 4_o (4¢) ,'2. , '05 -:. '2-4 .. ___ i_ s .. --J, V n ~ ll'Z. ~ ft)1, . 1/86 STB STRUCTURAL ENGINEERS, INC. STB JOB NO. 8<o -1 4' I PROJECT · .BY:i'r)f; DATE:..--___ _ =~---------------L~ SHEETNO. ~ OF __ _ __,,,..--~DA:T:E===========~-C;,;L~l,;;;;E~N.;.T:~=========;;~~~~~~~~~~~~~~~~~~~~~~-----------,;:: \. -0 z ID. O· -, !-z w :J (.) >-ID Cl w w ~ ~ Cl t5 a: .. ' ..... -,..._ ~ .l ,l!,>...;'~'l,5..__,...._-~ -[ / . -><~ ,,,,,,..---......__ ... ____ --~" ~·u,o r-~ l . I . I • 2.0 . NOTICE _,, CALCULATIONS TO B~WltlD MUST BEAR ,,. A COMPAN~ 91'GNATURE IN RED INK. A REeRcmUCED SIGNATURE IS NOT VALID. ,. 1/86 - - Apr i l 21 , 198 7 Mr. Steve Arnold De Revere Partnership· 4631 Teller Ave., Suite 100 Newport Bea ch, CA. 926p0 JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 Subject-: Preliminary Soils Investigation Update Site: Lot 11, Carlsbad Tract 79-1 LasPalmas·Drive, Carlsbad, CA. Re: Letter to City of Carlsbad, dtd. 3/13/87 from John Vern·6n & Associates Mr. Arnold: At your requ·est we have made a site visit, samp·1 ed and tested the soil, and made calculations to reaffirm the soil bearing values given in the original soils report by Robert P'rater & Associate·s, dt·d. 11/28/79. In our letter referenced above we -indicated that the Prater report was sti.11 valid, as the soil had not been disturbed and the grade of the existing pad was as shown on the original grading plan. The soil was sampled in both the in-situ condition and disturbed bulk samples. Direct shear tests, maximum density test, in-place density tests; and moistuTe tests were performed. The results of the test~ are as follows: Undisturbed samples· i n pl ace density . ( 3 tests ) iriplace moisture (3) angle of internal friction apparent cohesion R em o ·1 de d s a.mp l e maximum density optimum moi·sture anqle ·of internal friction apparent cohesion -.1 - -PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINE;RING • SOILS TESTING• SURVEY.ING 112.8 115.Z pcf 7.4 -8.5 % 20° 825 psf 113.4 pcf 13.3 % 32.5° 200 psf '. - - Using the above and assuming that the soil for the foundation would either be undisturbed or compacte~ to at least 901 of maximum density, we have calculate~ the allowable bearing pressure for shallow footings and the soil parameters for uae in retaining ~all design. The retaining wall design assumes that the wall would be'backfilled with material at least as qood as the native material. The results of our calculations foll~w= allowable bearing pressure passive equivalent fluid pressure active equivalent fluid pressure - at rest equivalent fluid pressure friction factor -concrete to soil 3850psf 300pcf 31pcf 47pcf .36 The above allowable bearing pre~sure should be used for foundations set at least 1 foot below the lowest adjacent finished grade, and may be increased by 1/3 for combined loading. The ~ctive fluid pressu~e is for level backfill. Should sloping backfill be contemplated, we should be contacted to supply the correct equivalent fluid p~essure. The at rest fluid pressure should be used for the design of restrained walls where the top of the structure is fixed. Hopefully1 these tests and calculations will provide the answer to your concerns satisfactorily. If not please call and we will provide the additional information as fast as possible. -~~~tL-. ~--· E. VERNOiv RCE 21121 President -2 - . -- February 11, 1987 SHARRAT CONSTRUCTION 40427 Carmelita Ci . .rcle Rancho California, CA 92390 PRELlMINARY SOILS REPORT SITE: Las Palmas Drive To whom it may concern: JOHN VERNON & ASSOC IA T!:S 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL (619) 743-8808 This is to verify that w~ have investigated the foottngJ soil~ conditions and reviewed development plans for the above site. The subdivision gra~ing has left the entire lot in "cut ground~ condition of solid cemented sand. The native soil is a light brown silty sand (SM) and is 'not detr i men ta 11 y ex pans 1 ve .(Marine deposits). It ex.tends to a depth of one to three feet except in natural swale areas where it can extend from 8 • to 10 1 in depth. The top soil is a 11 uvf a 1 and loose in its natural state and has been removed by previous grading for the p-roposed. constru.cti on. The subsoi 1 is· a gray silty sand (SM) and (SC). It is metasedamentary and becomes mdre dense with depth. There will be no ground water at t·his site. - There are no known·f~ults located clos~ to the site CElsinor~ fault is approximately 30 miles N .. E. ). -PROPERTY DEVELOPMENT ENGINEERS, INC. -1 -ENGINEERING• 5O11..,S TESTING• SURVl;:YING . . The prop_ose·d-construction, as discussed with owner, consists of slab on grade which can be accomplished quite· satisfactorily on the site, as regards soil adequacy. Representative bulk samples were taken in December 1986. We recommend that the continuous footf ngs of the structure be re1 nf orced wf t'h at least two #4 .bars top and bottom as minimum reinforcement, and that the slabs be reinforced-~1th 13 bars placed at 24" on center each way at slab mfd-he-ight. Industrial or commercial slab thickness should be designed for projected wheel loads but in no case be less than s•. An ·allowable soil bearing pressure of 3000#/sf should be used for design of footing sizes. Active and passive fluid pressures of 40 (60 ·for restrained) and 300#/cf. and a friction factor of .4 should be used for wall design. Step f-0otings on si_de slopes should be a minimum of 24" deep and have positive draina~e sloped away. All foundations shall have a minimum siz-e as determined by table l9-A of the Uniform Building Code. Light traffic and parking areas should have a design $tructural sectio~ of av aggregate base under 2~1/2" A.C., delivery or truck route paving. should be increased to 3" minimum thickness. The grading should be done in acco~dance with the Gradfnq Ord i n a n-c e o f the C i t y o f Car 1 s bad a n d t he a t tac he d St a n d a rd Specifications for the Placement of Co~pacted filled Ground. Special footing design will ~e recommended if necessary at time grading is completed an_d footing trenches are excavated. John E. Ver non R.C.E. 21121 Exp. 9/30/89 See attachments: and certificati-0n work is scheduled, and 1) Standard Specification for Pl aceme.nt Compaction of tilled Ground 2) Homeowners Maintenance Gvidelines -2 - _ 9,ertificate_ of CompHance (Part 1 ot 2} CF-1 Project T die I DE ·IZEv E~ E fAiz:p.J EF 1=-d IF Prcjac:t~l:1'9ileer Buicing Pernvt Number Le:$ f'AL MA"'=' Diz IVE Prcjac:t ~ . CAe k:o e>A-D CA. City/Town' Tbtili f?6-~~ Ooa,rnen . :¼!: -, . cimaie&. 2if;.r,, I s7 Prescriptive Approach/Performance Approach Strategy Geoera! LOI-.! fZ 1-$ E' 1 CEC O::::upancyType •••• • •• • • .(25""1 2 USC O::c..rpancy ~ • • • • • !3-Z . 3 P~e Selectad • • • • • • • • • • • A · ' Gross Concilioned Roar Area. ••••• -4 Cf ::z;-z tt2 Roof-sild Floors 5 Proposed Root/Ceiling Rt{CF-2. CF-3). • \ B, 1-z. hr-F-ft?Jaiu 6 RBQlirod Roof/Ceiling Rt (CF-2) • • • • • &j ,S::Z. hr-F-ft?Jaiu 7 Proposed Exterior Fbcr Rt (CF-2. CF-3} • • I {,, . I C, hr-F-ftZ'Btu e Required Ex1arior Roor Rt (CF-2) • • • • • 4 , so hr-F-ftZ'Blu wan. g Proposed()pa:ioo Wal Rt (CF-2, CF-3) •• (o, \ 0 hr-F-ft4'Btu 10 Wall Hsat Capacity·(CF-3) • • • • • • • • f2 . ::>'1 Brulf'..ft2 11 Required Opaque Wal Rt (CF-2) • • • • • 4 , ,S "f hr-F..ft2/B:ii Glulng-ln Wan. . 12 Extacicr Wall Area (CF-2) • • • • • • • • ~j 5 fl2 13 Total Glazing /vua (CF-2) • • • • • • • • I -Z. I 4 fl2 14 Proposed Total Pert:ent (Une 13/ l.ile 12) • '2 ~ % 15 Awrape Total SC {CF-2} • • • • • • • • • , V '5 ·1s Allowed Total Glazing Percent. • • • • • -z.6 % 17 Wes! Exterior Wal Area (CF-2) •••••• _ _...,_ h2 18 West Glazing Area (CF-2) • • • • • ~ • • ft2 19 Proposed West Percent (CF-2) ••••••. __ ..._ % 20 Averar;e West SC (CF-2) • • • • • • • • ---=--"'- 21 ,An owed West Glaz.inp Percent • • • • • • _,__ ____ -'---% Gl&Zlnp In Roof (CF-6) Propo~ 22 Skylight \ • • • • • • • • • N IA 23 Skylipht2. . . . . . . .. . . 2.C Skylipht3 • . . . . . • . . 25 Sky6_ihl.C. . . . . . . . . 26 SkyL1,htS. . . . . . . .. . 27 Skyf:;,ht6. . . . . . . . . 28 Skyii_;;,ht7. . . . . . . . . 29 SkyliiJhtS. I . . . . . . ·• . -'-'._._.~ h2 ft2 --J--·fl2 tt2 ---ft2 ---ft2 fj2 __ 1"---'--fl2 . ·Lighting rs-tt P~ri 2 tor .-0:,11,ona, F-t,tocm.ana Soec:1t,ca11ons; 30 Propowd Aqus::ted LPO (CF-S} • • • • • • FL E CT. W~-112 3 t Allowed LPO (CF-5) • • • • • • • • • • • ELECT, Wa~2 HVAC cs~~ Pv1 2 tor AO:lrtor.r Frnor~~ S;,ec,1.::.11~, 32 Performance Se! Se!oc:ed • • • • • • • • . JI. 33 Propos;ed Fan Wat::a;;ie Index (CF~) • • • i:;2-~ 5 Wa:?s.lh2 3,( J,.fiowedFiinWa::a;,eln:Sex ••••••• o.4B'w~~'fi2 35 Pro:,osed Coorrng Po,ver Index (CF~) • • • 4 f • 4 B:-..n 'h2 35 "::,.,."edCooin;;i F-=~ inoex •••••• ,4-{p, 0 8::i!.112 37 Pro~ed He~ rowtY. ln:Sex fCF~) • • .fu , ? B::..ti. 'h2 38 A!:iwooHea!:!;:, PCM'ef lnoox ••••• _ , tqO, °3 8::ih.'T:2 . for Enloroeme:,t Ar;ercy Ui;e Only Performance Approach Enerm-Budgll( 1 CEC Oca..•pa.:x:y Type • • • • • • • • • • H fA 2 USC 0crupanc:y Grcx:~'Div:si::>n • • • • • --+-- 3 Coridtx>ned floor NF-&. • • • • • • • • • ---+--ft2 , ~1 Ta?:>il • • • • • • • • • • • • • ---+-- 5 Allowed Energy~ (\\'S-1A) • • • • • k.Bu'yr..ft2 ~lated Annual Enc,r-gy Consumption 6 Appraved Cab•lalion Method • • • • • • --i-- 7 CEC Oesipnatic::n ••••••••••• ·--+-- 8 L~?tpfaer ••••••••••••••• ,.__-+-- &timatlld Energy Un . ~ Hsalirlg • • • • • • • • • • • • • • • • --+--kBtu'yr -1t2 10, Coo&ng" • • • • • • • • • • • • • • • • kB1u!yr..ft2 11 F ana • • • • • • • • • • • • • • • • • kBtu'yr-112 12 l,jghtl • • • • • • • • • • • • • • • • • kB'ta'yr..f12 13 M:scel':aneou, Equipment •••••••• --1--kB?ulyr-fl2 1l To~ • • • • • • • • • • • • • • • • • -kBtulyr-h2 15 -'"· Total Energy Use (line 8 x Jina 1') • • kBtu'yr..fl2 Compliance Statement General. The proposed building represenlad in !his wt ct compl:anoe doa.smentation ii CXX11istent wilh She other c:ompuance terms and WD!ksheets, with the plans and specihcatiora and with any olher adcu!ations er computer MU submined with this permit appfcalion. Performance Approach. (when applicable) lhe energy pertormance estimate pnnen!Bd on !his term was c;;alrulated u~ng !ho approved calculation method Wlcicated above and wilh lhe CEC establi~ad lixed and restrided engneerinp inputs lor .the applicable dimate zone and oo::upancy type. ' Presc::rlpllv• Approach. (when applicable) Tne proposed builcing has been designed 10 meet the requirements cl the A.ll.emative Componon! PaCT.aiJ& indGated above for the appropnate occu;xmcy type and ci:mala zone L. ~At-11-'.'.JOHD / PE. Na.'Tl&'Tnie JoiJ A.±:,-es s --r0-si: 11-1 . CA c;z 0so Ctty.'S:z:e.'Z~ (71,4) 54--3-0030 F-a~ __ r:i __ I .,. Certificate of Compliance (Part 2 ot 2) Pii:;ect lfl• ' . T-Tef-~e:-...IT J .H .E. 0-~«0ne DM~wTh.rN Jen..! L, HAt-1t-1ot-Jt2 N.31n&{Pmt) Joµ HAM ,_,,o HD Tl1l&'Company Na.ne -z41z. ~He::M ei.Efs Desl,;nwTwo Name(Pml) Tltlo/Company Na.-ne \ Daie Additt0nal Perfonnanca AJ:!Pl"oach Strategy Specification, Li9hting Name (PrinQ Ad::ireu HVA.:; CF-1 For E:niort:ement Ar;erc, Use Oniy Dm Datt raiJl __ r:1 __ Mandatory Measures Checklist · ~ Envelope Measures [ ) ~ inwmion ~ per 2-5311(&) •••••• ·--~ [ J L'lSu:a:x:,n mtaled 1D mee! !Jrne s,:n.~ rod smob ti&nsny raq.miments cf 2-53.11 (b) • • • • • • • • • • ._ __ [ J Uma lonnaldehyde k,.a.m insulation is inm!ed l=J8f°2-S311(c) ••••••••••••••••• ·-. --- ( J P.a-trcfitinswm:in spacffiad as per 2-5313 ••••••• __ _ ( J Ai:infiltrafion is ~nizecfby specffi=alion cl lested manufacti.rsd doors and WYldows ~ proper saafng and WBall.asbi'P1'9 U per 2-5317 • • • • • • ---- Lighting System Measures ( J Certi;ied kJ~ts per 2-53t4(b) ••••••• --- [ J lndepsndenl conltol w/ enclosed areas per 2-5319{•) •• __ _ [ J Manual swilchi'lg reacily IICC8SS1Dla per2-5319(b) ••• --a.,,- [ J ~-tion r:I ighlinp ba1 t, Bf least one haJf per 2°5319{c}. Oc:cupancy sensori or ~:-ammable timeri mee!in" CEC aimria may substitum • • • • • • • • • •. __ _ ( J Separate switc:hng of dayit ara.n per 2-5319{d) •••• __ _ ( J Sepanlla switching of display and valance liQhting io rs:ai and wholewe ,1ore1 per 2-5319{h) •••••• ..._ __ [ J Automatic control of cni:iaY righti~ in rBtail and.whol~ stores per2-S319(h) •••••••••• __ _ [ J Tandemwirinpofone-andllrB&-wnp·unmitv, por 2-53190) .••••••••••••• !' ....... .__ __ Daylighting and Lumen Maintenance Controls (when applicable) ( J Uniformly iliuminabon redu:tion 10 cne-ha1f per 2-5319(e)1 ••••••••••••••••••• __ _ [ .J Ricker tree operabOn and no premahJra lamp faili.n per 2-5319[e}2 ••••••••••••••••••• __ _ ( J Trms de!ays to prevent IXldesrabte cyciing per 2-5319{e}3 ••••••••••••••••••• __ ___ ( ] Step switdiing devi:::cs with separation between on/oft settings per 2-5319{e}( •••••••••.••• "---'-'-- MF-1 Checked By ( } Ptxibcel sensors w:1h a d!!usi,p a:iwr and no ~ C0Y11r per 2-531 ~•)5 • • • • • • • • • • • __ _ 1 J Marnt.a----111!", insi:u::tioos provi:Sad u ru:a.".abi and ca!cra:i::>n per 2-5319(e)6 •••••••••••• __ _ ( J ~ ns!a:":a~ cl c:onni!r. n::bcing unso< lo:::a!i:xl. t.ex.i::afun of irital ca;:i.-ri:>n a."ld cxr.:rol of hsnr.a.7BS. on}y y,-z.i dayit arsa per 2-5319( e )8 • • • • • • • • • __ _ ( J V~ or~ rr.aff-.mcti~ alarms per 2-S3t9{g) ••• __ _ Occupancy Sensing Devices (when applicable} [ ) FickBr &-ee opera.lion and no prarr.atsrs W1l) fallJTO per 2-5319(8)2 •••••••••••••••• --- 1 J ~-t;Tce)3 ~-~':':2:18. ~~ ..... . --- 1 J Vis~'ie or aui:INe maffundion alarms per 2-S319{g) ••• __ _ ( J l.lnit5 en emissions per exceplions to 2-5319(8) •••• .__ __ HVAC and Plumbing System Measures [ J Pipu:ig insulated as req,.ired by 2-5312 •••••••• ..._ __ [ ) Certified HVAC equipment per 2-531'{-l ••••••• ..._ __ ( } Certified plumbing ~ipmenl per 2-531,C{a) •••••• __ _ [ J Healing and coofing ~ipmool efficiency per 2-531,C{b) • __ _ U Pilotles.s 9nition of pas appfiances per 2-531,C{c) •••• __ _ [ J Automatic conlrt>ls ior off-hours per 2-53tS{a)1 •••.•• __ _ ( J Th~stalsetpointrequirement5per2-531S{a) •••• __ _ [ ) Sequential c:onlrt>I of heati09 and cooling per 2-531S{a}3 ., __ _ [ J Automatic exhaust fan dampers per 2-5316{b) ••••• __ _ [) Thennostatcontro!s lor ea::h zone pqr 2-531S{b) •••• __ _ [ ) VentilatJon provided per 2-5316 and 2-5343 •••••• ,___ __ ( ) Heatars for oomestic hot water and/or pool$ por 2-5318 • __ _ Pz~ __ ci __ (;nergy Budgets Worksheet . Summary Data Socond~UanStandarda Occupanc:JTn,u fu WS-1A .. For Enlortemenl Agercy Ui;a Oruy 1 Cc:ar,cftic>c1eef ~-N'N., • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ----tt2 2 Tota~ &lergy' Use • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ____ ~ 3 E.nergy BtJdt.,et (liw 1 / Ul8 2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • k.B:ta')T~ Fi---st· Generation Standa.rda O::::upanr::y Types ' Ccx,dti::;>r,e(S Fi::>or N'8a.. • • • • -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ----fl2 5 Total J.J::M."S'd EMrgy Use •••••••••••••• , • • • • • • • • • • • • • • • • • • • • • • • • kB"--ll)'r 6 Eneqzy Buds;pet (li'l8 5 / lile 4-). • • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • lB::u.'yr-ll 2 Second Generation Nonresidential Standards A 8 C D E F . G H J CcM-d1ioned Tclal· ~ling Mpmiert Aqustad AJO'W9(f Crass-Seo-Ca-dlionad Energy Enerw cJi:~o ~ Desal)5od tionaJ FJQarAraa ~, , • .;_ ,...:LPO P~eA ColF-ColG eor~c!itH TyP9 . Fi::>or Ni.mb« AreaofStorJ tcr Cata12ory {trt>m CF-5) LPO Raq:n. x 38.0 (kBlu.'yi1 . - Tota! To!a! Ano.ved Energy First Generation Nonresidential Standards A B C D E Energy }J1:,y,-o,d Oc::u;,a:u:y Oes*ti::m' Acor &,&.>et Ene~ Type Floor Numb&' Jv-ea fi-Btu,'h2) Col Cr C I . I .. Tc:a.! tct.al 1 I F.z;;ie __ r:J __ Env81ope Summary Form and Worksheet (Part 1 of 2) CF-2 Pro.,ectfme .. :i=Te-ffA:H:I J.t\.E. l [)ma, Roof A " . Roof Type ~i=f . To!:al B C D Pn>posed Area/ Ana R-wlut R-vah• 4"$"1 ~ 18 1"2.. - - ·"j "57'o Tota! Z~ 1:lPI Average R-vaJue 11 S; I "2. I .Col B/Col D Glazing in Roof A B C 0 Strlac:aAr'G& E Type North East Sou1h West . ..i I.A. ----------. - ------.-....... ' .-- - I I Exterior Wall Area A B C D E Nor1h East South Focrr. Revued September 1Se6 For Enforcement lv;erq Us.e Only Exposed Floor Area/Soffits A .AoodSoftit Type Ft ,:v;iz I Fl n'")fi 'Z . To:al F Horizontal -...___ Total F B C D ~ Alu.I ma R-valut 7~ '1.~~ ,.~4 '"":-:,~oo I tCP.~P> "'2..1'3,tbe ~"S1"' Totll r2:z.1 .1, . Avera~ R-value 11 (.p, I U'J .I ColB/ColO G H Total(At) Proposed lJ.value Pro~sad --.._ ......._ --.. __ --.._ !. I I Envelope Summary Form and Worksheet (Part 2 of 2) CF-2 Opaque Exterior Walls and Doors A B C D E ~Ara Wal N:>.-ti East Souti West Type '(An) CA.} ~ (~) UA1 I I ~04 ~'HP -Z.4 D J A.I I 2 ~,7-~(p~ 240 s d.AJ1.~ PP--121 1,,,...,~ ~Ll.tt..u 4 114 -Z4 '24 I To:als 1~0 , 6"1 '!Bo ~"Z. Glazing in Walls A B C D E Surface Area Glazing Nor1h East South West Type (An) (Ae) (~) (Aw) C'!LP..~I ~·54 _"l'Z."S ~c,o 10 . l I I I J I I I I I I I. I I I lc:al, IA61 I ~ -z. ,s-l3c0 I 10 . I I ( ci)fdr.acH,i • F H P~Wll To::. He.c ' R-\'tlJe ~ ~ (Re) A{IE\ 4'10 \4. {p\ -\O,.q lP qo e,·e,4-1-5',05 "2. 04 ":3-4 LP :(ld::593---"2.. I -, 10.-ss "ZO-Z.. '--r[pz '\ /79 F 1,7.1 -:Z,A-Z. ~, . Tol:al ·(pPJ-5'" Proposed Wei;:.'lla4 >.wra.,a R-Val:» I ~ ·IO I Coif/Coll G H J K Aa-::,.:re!:lEd R-\'s:~ (Rd "''~ ~ ,/.1??,. 7-03 'Z .!!-0 4z~ 7,S"Z.. ?...7e t,"52. "2. 'Z- . To:al t::\'"5 I Raq.ired 1:4.-4q 1 Colf/CdK J K IGl11.fr1g Ch,L'o..."1:e!U !ic::s Wo9h!ad AY8nipes TotaJ To!al>.nia Wes:t>.rsa To!alk~ (Ac) U-Vwe SC X U-Va.ue xSC xSC IZ.f 9 I.I~ . t.,S ,~,7 7 ,.:::iz I I I I I I i I I I I i I I ! I . I rz.1q j 1c::a:. 11~77 7 7'12 U-\'a.~ We,t ~ lc:a! ~ J....-i::-z?-Jl I l. I~ • US • CPS Co<I/Colf Co!J/ColE ColY.JC.OF i-z;,e __ o/_ Construction Assembly Compliance Form CF-3 . . Prt>Ject · 1t1• . T·Te:fff>--t:i1 J~.E . J Dali' General Information 1 Assembly Type a.rd Nutnbat • • • • • • • • • .• • • • • , • ., • • • • • • • • • • • • • • • • • • • • lJ ..... , _, _ f 2 ~ TYJ'I • • • ·• • • • • • • • • • • • • • • • • • • • • • •••••••••••••••••• ~ s Frarrur,g: Sim • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,z.. ~ 1: 4 Framing ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f:1 in::hes 5 lnstia:ti:>n in Cavity" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • J2: :ii= f F-11~ 6 Ef.ectiv8 R-vakJe of Cavity./Frarnr,g • • • • • • • • • • • • • • • • • • • • • ~ • • • • • • • • • • • • ~. Li, B ~2-hr/Btu Sketch of Construction Assembly List of Construction Components A Oesqription 1 t:-oH~f?--ET E 2 IN '::>U I A-11 ON ~ 6J ):'. f'. Boe:E: D ' 5 6 7 B R-value 8 Tota! R-Value w/o rwn, •••••••••••• ~ • 4..• lo I s, inside s.urtac:e ar Em • • • • • • • • • • • .. • • • 0. 17 10 e>utsi::Se suria=e ar fim. • • • • • • • • • • • • • • t!J. (p€? tt Total lharma! ra$i,ta.'lC8 {Rt) • • • • • • • • • • • • I O · .1 lv 12 U-value (1/ Line 11} • • • • • • • • • • • • • • • • 0 • 04 CP C Wal We~ (lbr'ft ,o.o 0,41 --i.os D E skeanc HC eat ColCxColO (Btu/F-11:>) {Btu/F-sf) o,zo t:'3 ,o O, I lP 0.07 o. 'Z &, 0. "S4 Tc:a! HC .. yonstruction Assembly ConJpliance Form CF-3 For En!on::ementA~ U58 Only General Information 1 Asserrt:iyTypean::fNurnbar ••.••••••••••••••• • •••• • • • • • • • • • • • • • • • tJ ,.__l-L. Z.. 2 Frarnir,g'Ty;:,e ••••••••••••••••••••••••••••••••••••••••••• ~ ,3 ~Siz:11 •••••••••••••••••••••••••••••••••••••••••••• k:~4 4 Fra.~ Sp,.a::i,g •••••••••• •~ ••••••••••••••••••••••••••••••• _...,_I -={p'--in::hes 5 ins~ irt Ca\-rt)' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I F-ft~ 6 Efiactive R-v'akle of CmtylFrarn.-,g • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f F-ft2..hr-JB:u Q , . . ,a., Sketch of Construction Assembly Us~ of Construction Components A 1 2 ' 5 6 Description C.ON C. !2-ET E B C Wal R-va!ue We~ (lb/ft . :j 'B 70,Q -G1- 4, O(i:1 D E S~cin: HC eat ColCxColO (Btu/F-lt>) {Btu/F-sf) .'ZO 14:,0 ~ -c9- , Z-5':l 1,0'5 7. --'-------,----------------------------- S To:a! R-VarJe w/0 r11ntt • • • • • • • • • • • • • • ---;I'-'--.,_ ....... c:i....:..:1_,__ _ 1-s.o-=s P inside wrtace u fi:rn. • • • • • • • • • • • • • • -'-' -'-I ...,_1--,.--_ 10 o.rti.ide w'ria!:18 ar fim. • • • • • • • • • • • • • ._,_. v'--=6' __ u iota.! lharma! re$is:ta.'lC8 (Rt} • • • • • • • • • • • • Z , '8 4 12 U-value (HLine 11} •••••••••••••••• (.!1. !> ~--Z.. . F-z..-_d_ • Qonstruction Assembly Compliance Form ~ - CF-3 PtoJacfTltl6 1,Tr"'ff~t::IJ J. W, E General Information 1 As:sernblyTypaand-Numbar •••.•••••••••••••••••••••••••••••••••• J At-!_~ 2 ~TJ'tll-•• _ •••••••••••••• · ••••••••••••••••••••••••••• ~ s ~ ~ ......... -•••••••••••• --••••••••••••••••••••• :2 )(:.~ I A Fra... 'Tli.r-,;; ~ • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • ,. • • • • • • • • • • • J (1' rdles 5 ~ L.-o:s.:..i~., S) Ca\~ • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f'§-1 I F-t2 . .f'r.'B:u 6 Ef.a.:::fr.-e R-"-;a,e of Cr.ity,'Fra;;-.Ji; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 . '!>6 ~~.'B:u Sketch of Construction Assembly List of Construction Compone!1ts " ,. 2 J 6i ::( p. BOAf I? 5 B R-va'lue .?UJ C· Wal Weioh! (1~"'2) 4. Olp ,41 D E Skecifi: HC ea! ColCxColD {Btulf-t>) (Btu/r~~ ,Z.S1 I.OS • I lP 0,0] , -Z."5"4 I, o"S t' ----------------------------------- 7 B i c~ R-Val:Je w/o fa:m • • • • • • • • • • • • • • @ , SD _ 7.. 17 9 lns.a:Se ~r'.a:e err= . . . . . . . . . . . . . . . ---'-· "-' '"7-'--·- 10 o~oe ~.a::s arra:r •.•.•••.•......• __ . • lP~ 11 To~ f->om-.ai re~~.z-.:e (Atl • • • • • • • • • • • .. IO. '? '5' t2 U-'1,-a!:.lil (1/ Line tt) •••••••••• ~ • • • • • 0, 04] I ! -I . ~onstrucUon Assembly Compliance Form ~ --'' - PCOJe:::t. ltla .. I T,~f.FA-HT _ J.~-~- General Information , ~TYP.'L'1dNumbar •................ · ••••••••••••••••••••• iJ t,-L.L :1 2 ~ T J'PII • • ·• • • • • • • ·• • • • ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i..J C:t::?P 3 ' !i ~ S:z:I •• ·• ,. -••• , ••.••.•••.•••• •, •• -•••••••••• -••••• -•••• -z, "" 4 Fra.~s; ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,. • • • • :Z 4 L~:.ia.:::i:w, S'l C&•-=1' • " • • . . . •. • • • • . . . • • ., • . . . . . . . • . . . . . . . . • . . . . . l--1 YA 6 Efie::tiva ,R-'\.lue cf Cr.i7¥JF~ • • . -• • • • • • • • • • • • • • • • • • • • • • • • • • • • ~ • • • ~ / """- Sketch of Construction Assembly List of Construction Componer:its ,. • I. 5 E 7 Description 4f P,'--N P p:.EL B R-varue I.ts . B{J:) B 1 o~ R-Var-1s w/o fii.71, • • • • • •. • .• • • • • • • 2 , 57 g ln!.i:le s:.,r".a ::a u r..--:: • • • • • • • • • •. • • • • • . . • 17 10 o~i.::l.e s::r.<.a.::s ar rirr.. • • • • • • • • • • • • • • • (p 6> -% • =1·2-11 To:..a! t>am-.a: re$.IS::.t.'lee CR:> •••••••••••• ~~_=:J __ _ 12 u-~-a."..ls f 11 Li~ itl • • • • • • • • • • • • • • • . ~ , z 4 Z. C Wal Weioht (1Mt"'2) '.2,'?0 D E S~cifi: HC ea! Co!CxCo!O (BIUIF-ltl) (B!UIF-sf) • I :14 o, (o{o :6--0- '-Z.~1 l,o-5' 1.7 I CF-3 F-z.-,. __ rt __ Construction Assembly Compliance Form CF-3 ~~ --- For Enioca,ment Apercy U.e Only Paject me . :r.::re:-ffAt·tr ~.Y-E. 'Out' General Information · 1 ~TypeandNumbar •••••••••• ; ......................... ~ • ~l I 2 Frsn.'u,g·T,i:,e •••• ., •••••••• -.... -. • • • • • • • • • • • • • • • • • • • • • • • • • • • • ! S F~,Siza. .......................... ~ ••••••••••••••••• • ~ -)£ 4 4 Fratning Spa:::ing • • • • • • • • • • • ,. • ~ • • • • • .• •· .• • • • • • • • • • • • • • • • • • • • • 1 (1) inches 5 'Iris.Lt~ wt Cavi11 ••••••••••••••.•••••.•••••• • • • • • • • • • • • • • • • • fZ.. -J I F-f12..hrlst.t 6 . Ef.a.:::tive R-~ of Ca:vity/Frarrq •••••• • ••••••••••• , • • • • • • • • • • • • • • • • 6:, '!,'2;> f.-t2-hr/Btu Ske:tch of Construction Assembly List of Construction Components ,. 1 2 .c s 6 7 ~/6 11 Pl y~o6D r I · IN 2d ~A.110 H B R-value o.lS s Total R-Vah.is w/o r=1. • . . • . • • . . . . •. _C,.._. =-0-='Sc___ g Inside wr.aoe.arfi.."?l ••••••••••••••• _·_·. ~IJ....__"'-- 10 Outside surla;:18 . ..-fim ................. _ ..... , (p~B __ 11 Tot.al~ re~s:ta..-.ce (Rt). • • • • • • • • • • • 4. 06 12 U-value (ti Line 11). • • • • • • • • • • • • • • • O. I 6 I I, O(p D s ·nc ~ (Btu/F-lb) o:zo 0:24 o. llP Tc:a! HC E HC ColCxColD {Btu/F-sf) I, &4 o.ol CJ,01 -Z.O] Fz;;i. __ ct_, Construction Assembly Compliance Form --.n,r,., . --. -- CF-3 - For En!octement Aperr;y I.he Only PltlJo::t ima . 1,:re:-ffZ:6MT J. iJ E. ::> /-z.1,/s3 Dco.rnentalian Aulhor/Frm 'oa. 1 General Information 1 Assarnbly·Type and-Nurphar. • • • • • • • • • • ,. • • • • • • • • • • • • • • • • • • • • • •• ~ • F LCX:,f?:: 2. 2 Frwning Ty;,e •••• _ ••••••••••••••• , •••• • • • • • • • • • • • • • • • • • • • • 1-J QOD 3 Ft':Bf1"U1'9 ~ • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • '2, ,t lp ' Fra.~ ~ ••••••••••••••••• •-•••••••• -~. • • • • • • • • • • • • • • I"' s tt1St.!a1i::>ct irt ea.~ . . . . • . . • . . . . . . . . . . . . • . . . . . . . • . . . . . . . . . . . . ~ -t I 6 . Effective R-vaJJe of Cavityn:.ra:niig • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 .J 45 Sketch of Construction Assembly List of Construction Components ,. 1 2 " 5 6 7 Desaiption .. Cd':-f F 9 f f?:-~ B R-:value 'Z.0€:, .-5 (p s TotaJ R-VarJe wlo rum,. • • • • • • • • • • • • • I 5. '5=3 i Inside wrtace ar fiim • • • • • • • • • • • • • • • 11 10 DLmicSe sur.a:::e ut.n. ~ . . . . . . . . . . . . . , IP5 11 Total~ reg~.a.")c::e {Rt). • • • • • • • • • • • 1 (p. ~6 12 U-value(1/Line11} •••• ~·•r••••••·· Q.O{pf C Wal We~ (IMtq I . I "t _:'1,0~ ,4 I .• "2 I D E s "fie HC ke!t ColCxColD (Btu/F-lb) (Btu/F-$f) . 51 , f.R E:, . -z-s4 1.05 . I~ o.oJ -e--G- -~Z o.ov Tc:al H~ \. to(/} . oiia Construction Assembly Compliance Form CF-3 For En!orcamant A~ U58 Only Pl'tlJect fm. . · :r;:rA-~~ANT '3 lz(p ls:t Dca.men:atioo~~ ·~•' General Information , ~-Type anc1 Number. • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • ~ • fZ:wf I 2 Frsnirlg:TJ"t'I •••••••••••••••••••• -•-• ••••••••••••••••••••• t.Jc::?<;:>D; 3 Fra:rru.r,g !;im ••••••••••• ~ •••••••••• -•• a• •• , •••••••••••••••• • Z ,.c. B, .c Framing ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I (p rciies 5 lnslian::,n WI Cavi'rr' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f<=.. -I ci F..ft~ 6 Ef.adive R-wlue of Cavlty/Frarn.-,g ••••• -••••••••••••••••••••••• -• -•• I {JJ. 35 f..fl2..hr/Bw Sketch of Construction Assembly List of Construction·Components A. 1 2 ' 5 6 7 Description e,J, k:r ·v F ~ooF, NV! .. B ,5{p 1!.e.30 S Tow R-Value w/ofilnu. • • • • • • • • • • • • • JJ.:.. ~ 7 i Inside wt.ace ar.fi!:n • • • • • • • • • • • • • • • It 10 OJtsoe surta::e.artn. • • • • • • • • • • • • • • , <PB 11 Tow .lherma re~stance (Rt) • • • • • • • • • • • • I B. I '2. 12 .U-w!-..1e(1/Line11} •••••••••••••••• Q,.0"5'"5' Focm Ravisad Sept.ember 1S5o C Wal ~~ '2,09 1.ow , 11 D E s ·ra: HC ~ ColCxColD {Btu'F-lb) . (BIUJF..sf) .54 l.'Z-~ . ?.'54 1.0-S • "Z.'5" • 10 -Z-36 f'z;,e __ r:t_ HVAC Power Indices Summary Form and Worksheets CF-4 for Eniortament Ap,erq U5<1 Oniy Checked By Summary Data 1 ~ Coed~ Fi:>or Azaa. ., •••••••••••••••• !-••••• ~ ••••••••••••••• 4q 2.-"Z.. tt2 2 Tct.al Fan Watts Dl.rlnQ Peak Coorng Conditions-(lrom Woooheets. below) • • .• • • • • • • • • . • • • • • Z , Z I kibvl-.oi 3 Fan W~ Index {l.i:le-2 x 1000 / line t) • • • • • • • • • • • • : • • • • • • • • . • • • • • • • • • • 0, ":l S Watts.'fT2 .C T031 HVAC System EnE!!W Olring Peak Coor1ng Cordtions (Imm WO!'kshee!s bebw} • • • • • • • • • • • -Z.O';> ,J lcB:u'rr 5 Cooling·~ Index (I.he .t x 1000 H.he 1) ••••••••••••• • • • • • • • • • • • • • • • • • :4 I , -i Ebl.'hr-ft2 6 To:al HVAC SyslBm Enerw Dl.ri~ Peak Heatr19 Con.:faions {from Worksheets bebw) •••••• .' • . • • • ~ '5 ,0 kB~'tr 7 HeatingPowerlndex(Une6x1000/Lhe1) •••• ~ ••••••••••••••••••••••••• SO.:';> Btu'hr-fl2 Fan Energy A B C D E F G H J B.-ake Horsepower t.~:::r X Drive Efficiency Peak lo1o'Acl!l:s E~ipment Conversion Number Heafuig Mark Oesaiption Coorng Heati~ Cooli~ J-iaa.ting Fa.::mr Fans Coorng AC.-1 · A /c. t.J ~ I -r 0,"?~ 0-~3 0,(p(t). 0,(1'/o 0.746 I o.~7 0,"57 0.7'6 . AL-7... A/c.tJ>--i1T 0?? 0,3"3 O,(o(o i'J.lnh I 0.7'6 I . o :7:>1 0,~7 0.7'6 A,(_-~ Afr_ dN IT o.so O,"S'O I"), i t'J O,iO 0.746 I o,-s~ o.s=; 0.746 ~-4 A/I'.. rh../1.,-1.00 1,00 ' c;,7q ('). 7'1 0.746 I 0,94 0,94 0.746 0.746 Total kilov.-atts -z_;-z. I 'Z, z. I Heating and Cooling Equipment A B C 0 E F G H J -. COQTing Heatmg Eq-Jipment Design ·Cpnversion Source De~gn Conver.ion Source Man,; Description Output Efficien..-y Fa..-ior kBtu/hr o.nput Efficiency Fa._;or kBtu/hr na An Fails na 10.239 na 10.239 From Worksheet Above AL-I 24.4 e,.s ·10.Z~4 I Z.'9. 4 -s-6.o 0.17 ,.o l'S.O ., J I At'-Z. I 74.4 ~,-S \(") ,-z.:~ i zq I 4 ~Pi.o 0,-,7 l.o r "S, o I I I I I A..G-3 I ~'Z..O e,.s 1 o :z::,et . -s-o, Co Cl, /J IO,tP. \,n 11-z.-s .o I I I A-C..-4 I 7'5,.5. i=7, •. -z. lto.~'9 lb! 4. ~ 9-Z,4 I o,77 \. 0 I 1-z.n. o I I I. l I ! ! I I I .. l I I I r I j I I I I I i I I I I l t '. I I I I I I J I' I I i ! I I I [ i I I I i . To:aJ I z.0-s.1 I Tc:.a: I o9-S .o F'a:i)€ __ :' __ "" Prescri tive Compliance Summary Form CF-l(Pres) P?ject Designer !' ~At2.!/2BAD I &"-, For Enforcement Agency Use On1y Building Penni t Number . I . .. PrQject Locat~pn 1. :I A~ IZ ),._ I'-! T :z_ / ~/e,7 7 ' Checked By I I ' Documentation Author ..,. • .,-.c:tagl' A (!ue Cue Pac:ta,,) 0 Pa~a!tt I (~1lt5~tlng ,.ct•r;,> Nal'ldatory leouirrtllfnts k fcrrnc:c ( s) for Plus or S11ecfflc:at ions I Crrltfflcd Insulation Mtcrf1l s Spec Hied §Z-5311 IDlr«tory of Cu'tifico lns11htio11 ~trri•ls ts u,tt-.ble.) -:5HT, H-/ O P1pt1t9 lnsuhtian n~ulrcscnts specfffed u per §2-531Z ?HT, H-1 t lat.rofft Jns11htto11 ~lrme-nts ,re· st,r:c1fted u per §Z-5lll NA I Certified ftinuf,cturord Dnic:es .,~ spec,lfled IIUII n-qulrcd u per §2-5314: IIYAC tq,,lpacnt 5HT H, I rcfrl91:rators l freeu,n NA lo,, flow pt11111bln9 fixtures :Sf+T P, I - li•p bli luu NA O ~quired HYAC controls art s·~ftlrd u per §Z-S!l5 O Yentfl1tfoa ~qulrments are act a, per §2-5311 I §Z-5343 O llr Jnfiltr1tlon ts afntalzcd by specfffc1tton of tested m1nuf1ctured doors and windows. and pr011er ?tlI· H-1 SHI, H-1 ualtng. caulking ,no wca~her• stripping 1s: spccfflcd u per A SZ-5317 ,f?H 1 O v,ter lll:atcrs far docesttc llot >Qter and/or po11ls ,re specf ficd In acci:ordance "'""'HT, P-·l -1th SZ-5llS ;;,; O lighting Controls ,re spectfled for access lblr f.Wltchlag, d•yll;hting. and i,c:cu~nt nns·l'ng req11lreoenu ~-I. IS per §2•5319 ~ Please Print Clearly Date Date 0 P•c:hgc C (uterlor HUYJ' Wall Fact,~) 0 OtMr ~?ro~ P1ctage ,1.,, Encrv Coc,r,,issfon Oesl91'atlon Tht prc,;,os~ bu 1141 ng llu btta designed to rert the rrq-..11~nts of the .Altern&thc C=ent P.cuge indle&ted •i>ove far tne S~ltted Pl"l>- jcct's occ~cy type(s) •nd c:liute zone. Sun,,arz of P1ct1qe Rrguireernts 1) Grass Condttlonco '51~ 2-floor Are, Z) Ro.af/Cetl Ing ltl 'UJ,18 Cefl tng Ins. F1ct. N6. l) Eaterfor floor at Ii ,a:;, C) 11111 ltt 4-,b 5) 11111 11e,t upactty ~ .. 7. 0 Taul exterior wall b &ru (sq. ft.) '?':::r/ 7) T0t1l Cl1zf119 Art• /2../1_ I) Gluing .u , .. ,11 't-2,t, 9) Gluing Avg. S.C. .(...5 S.C.f•t:tor NA 10) Vest Glazing 1s, z.-:;.v of "ltSt rat. w&ll 11) Vest glazing S.C. .&5 S. C.f&ctor NA lZ) llarlzonUI OJyl It NA Arra I sq. ft. J (tf •ppl tublr) 13) Sk.yll;ht Aru(ft2) 0 14) Ltgr,ttn; (w/tt2) ~/ Lf9htfn9 Reduction t=I Ge-{ 15) HYI.C ~t: ;;[__ •> r.1 1 .. 1tt2> 0,4S 11) HPls(s!tus/ft2} 7~ ,CJ z ~,,7 c:} CPl5(s!tus/ft; __, Appendix B-2-3 Page l.&ekup For11s Cf•3,IIS-ZA CF-l,\IS-2A CF-4 CF-3.WS-ZA CF-3.IIS-ZJ. WS-ZA CF-Z Cf-Z CF-Z ,IIS-2! CF·Z,IIS-2B CF-4 ·cr-z.ws-zs CF-Z,VS-25 CF-4 Cf-6 ,VS-68 Cf-2 CF-5,WS-51.,B Cf-' er-, CF-4 ,lr.>-(1. ,B of Area and Materials Sumniary Form CF-2 For Enforcement Agency Use Only ProJect Title . DE Re;:vE~E PAeT ...! EgsJ, P Project Designer ' CAf2.LSE,AD \ Ct,, 1 Building Permit Number Project Location T. 'T A. [Z IZ A t-1 T • ~ • t -z l*S len Checked By Documentation Author ~' Date Date Ele.vation Area Wall Type 1 2 Wall Type 2 3 Wall Type 3 ( f'P.11.-.,...v,,:,~ Wall Type 4 ( ~r"'-i=El£ Wall Type 5 6 Orientation Total 7 Window Type 1 8 Window Type 2 9 Window Type 3 10 Window Type 4 11 Window Type 5 12 Orientation Total 13 Skylight Type 1 Skylight Type 2 Please Print Clearly Elevation Area By Orientation North East South We?t Total Area 12-74-11-09" 7e:i::::;J 4-'Z-"53-==tt, Opaque Wa11 Area By Type and Orientation North East South · West Type Total Wt RT Hf". ~04 ~'-'v -Z40 q4o 15 /8.2 4-,& ~,7-. ~ I.P'r 1..40 ~ qe,4 qa /, 7 /J. 0 '2--Cr76 ~.z. 12,.,7 4-,1,., \ \ 4 7.4 24 1&'2-5-~ ?;./ I I IC, 790 7.04 4-£70 61--4174 Window Area By Shading Coefficient and Orientation North Ea!it South West Type Total SC 454 4-z..s-~00 ID /2A .0 4b4-. I 426 -?C'O 10 /-Z../'7 Sk:y1ight Area By Shading Coefficient and·Orientation Appendix B-2-4 Type Total -G- Page SC of Construction Assembly Compliance Form CF-3 ?or Enforcement Agency Use Only Project Designer 1 • ' · 1 G,Z,...[2..k~ f!,.b:::,D I C e,.. Building Pe.z;m t :t.'urnber . ' .. Documentation Au or Sketch of Construction Assembly List of Construction Components 1. Bt.J IL T-Ji fOOfl N&i Olecked E-y I I Date Date Asseobly Type and N~r Asse=hly ~ea Asseohly Wei~ht Asse:nbly Heat Capacity Fra::ning Type Fra::iing Size Framing Spacing ,~~ I ~ ~ ~ ~ Effective Fr.a;ning/ J Cavity Insulation R-Value '-----.J. R 2. fl BEf Gi LA':,~ 1N-st.J L-A 1 IO~ 3. 4 • . s. 6. 7. 8. lnside Surface Air File 9. Outside Surface Air Fib (~inter) C),0B 0.17 (s~ o: the ~otal "I"nerr~l P.esista.~ce (?.7) '2.-0.1 B above) U-Value (1/P.-r) Please Print Clearly I o.oJ50 J A?pendi:,; E-2-5 Page Construction Assembly Compliance Form CF-3 ProJect T.1. e D_E:f?sv~rz.E B--rirtd Efsd, F Project Location TTAf?fANT Documentation Anther Sketch of Construction Assembly List of Construction Components ?or Enforcement Agency Ose On1y Building Perm t 1-.'u!::!ber ·01ecked By Date Asse::hl y Type and Nu:::!>er Asse=:hly Area Asse:::ibly Weight Asse:nbly Heat Capacity Fra:ning Type Framing Size Framing Spacing Effective Fra=iing/ Cavity Insulation R-Value B ~ ~ 1.. fl~EfuLP....?~ 1i---\-$JLAT10~ R 11.00 2. FL.'(J 00D 3. "t>TJ c.t::-o 4. 5. 6. 7. e. Inside Surface Air Fil~ 9. outside Surface Air Film (.:inter) Total Tnerr-~l Resistance (R7) U-Val ue Cl/F.-,) Please Print Clearly . J..;:,p enc i.Y. E-2-S <2, (p'? c:;,ZO Q,lo6 0,1{ IZ,h8 t?,07'1 J {s-..:.::: c: the above} Page o: Construction Assembly Compliance Form CF-3 -?or Enforcement Agency Use Only Project Title 1 D_i:: g sv e;: iz E F.Af?-:rt-1 Eri-:,cJ, r ProJect Designer 1 kb!Z,L~BA.D l c ..... I Building Peo::i.it l.'uI:lber Project Location 1, TA f. f: AH l Documentation A~ -z. /5 /e,; I loate Olecked By Sketch of Construction Assembly , Li.st of Construction Components 1. c A. f-F ET t r f--D 2. fL"(WOOD 3. Alf ~ jAC..E 4. AC~~~TJC-,A.L. Tl LE s. FJ'"f5E~ ~t),"=''°S ·IN t,LJ LAT t otJ f,. 7. S. Inside Surface Air Filr.: Date As se:::hl y 'I)-pe and Nu::!:>er Asse:=bly Area Asse:t::bly ~.ei~:1t Asse.:::ibly Heat Capacity Fra:ning Type Framing Size Framing Spacing Effective Fra:ning/ Cavity Insulation R-Value R "Z,OB {j' lo"?:> 1, :Z5 I. I 4 11.00 9. outside Surface Air Film (winter} o.~s o. 17 ,~~::I ~ "x • "cc Total T"nerr~l Resistance (R7) (!':::.:=. o!" the 17, 00 above) I o.os-ct -l Please Print Clearly Page c! A;:,pend:b: E-2-S Construction Assembly Compliance Form CF-3 ProJect DE!si er C.t,JZ.L:e>BA-D I CA,. Projebt Location T· lt-f JZoN T Documentation Author Sketch of Construction Assembly List of Construction Components l. CO.NG iz. ETE ·For Enforcement Agency Use On1y Building Permit Number Checked By Date Date Assembly Type and Nwnber Assembly Area Assembly Weight Assembly Heat Capacity Framing Type Framing Size Framing Spacing Effective Framing/ Cavity Insulation R-Value R ~ ~ 2. f I loE" f-6\ L,A,/:,":> IN~ LI LAT I ON Q,B'B 11,00 o.4-s 3. Gi'f j. E:)0Af D . 4. 5. 6 • . 7. 8. In~ide ~urface Air Film 9. Outside Surface Air Film (winter) Total Thermal Resistan,~e (RT) 0-Value (1/RT) Please Print Clearly Appendix B-2-5 0.1, . t"::>. lf::2 0.011.1) (sum of the above) Page of Construction Assembly Compliance Form CF-3 LA-kot:1 e:-:iz A-, r; F"'ofT. Bu--=,. P16, Project Title · For Enforcement Agency Use Only DE. R E\I t;:rz. E Pe::.F,T N Ef?~I p Project Designer · · · 1 Building Permit Number C.,A-Jt..k?e,,e...D. Ct,,, . Project Location · T,TAf fA.N 1 Documentation Author r Sketch of Construction Assembly . ,.,.v . . { p ~- • ·.,1 ~~ .. .. 'i I~ Li.st of Construction Components 2. 3. 4. 5. 6. 7. 8. Inside surface Air Film Checked By I I Date Date Assembly Type and Number Assembly Area Assembly Weight Assembly Heat Capacity Framing fype- Framing Size Framing Spacing Effective Framing/ Cavity Insulation R-Value R Q,55 '10L..~. 1\.0 ~ ~ 9. outside Surface Air Film (winter) o. cos Q. 17 U-Value (1/RT) Please Print Clearly Appendix B-2-5 I-,~ o.s75 {sum of the above) Page of Construction Assembly Compliance Form CF-3 For Enforcement Agency Use Only Project Title ' ' · · DE: f:-. Ev E"g: e PM-r ~ E rz."=>i-1, P Project Desi'gner · · 1 C.Af?-L$136D I Ce.· Building Permit Number Project Location T. T.A-~~ A.NT Documentation Author r ' ·oate Checked By Date Sketch of Construct.i,.on As_sembly Li.st of Construction C9mponents l. 6'!Yf'. 50AfD Assembly Type and Number Assembly Area Assembly Weight Assembly Heat Capacity Framing Type Framing Size Framing Spacing Effective Framing/ Cavity I~sulation R-Value R 2. Fl~Sf~LA.-S-5 IN".:>JLATIDN 3. 6,'( f'. 50A f D 4. 5. 6. 7. 8. Inside Surface Air Film · 9. outside Surface Air Film (winter) o. (./?'Q o. 17 "Z. "x ~ n !Co "oc IB,~5 \0. \::, (sum of the above) u.,..value (1/RT) Please Print Clearly 1 C>. 099 Appendix B-2-5 Page of Construction Assembly Compliance Form CF-3 ror Enforcement Agency Use Only Project Title ' • D~ f2EVEJZE ~~lN Ef?~~ IF . ProJect Designer 1 Building Pen:i.i t ?.'t.u:lber C t':-fZ Lfi B ,b...D I C A.,. Project Location :f: Tel? Fr'""' t-• .1 T Documentation Author Sketch of Construction Assex:ihly A, List of Construction Components 1. -6 Fr"N b ~ E:i.... 2. Al~ 't$f'At'.-E 3. l'.;i'(f. BOr--f2D. 4. 5. E, • 7. S. Inside Surface Air Filr- Olecked By Date ~ser.bly Type and Nu:::=>er Asse=bly Area Asse:obly Weic;:it Asse=bly Heat Capacity Fra:ning Type Framing Size Framing Spacing ~ ~ Effective Fra:?1ing/ f. Cavity Insulation R-Value ..._ ___ ~ R 0,64 - 0.6(.c; 0.:4-s 9. outside Surface Air Fil.tn (~inter} 0, 17 ( s ::..'7. c! the 'I'otal T'nen:-..al Resista.'"lce (?.:;-) ?, 05 above} [ o."3-ZB] Please Print Clearly Page o: J..ppenc:iY. E-2-5 HVAC Performance Indices Summary Form CF-4 For Enforcement Agency Use Only ProJect Designer C:('f:k1>BAD 1kA Building Permit Number PJ;oject Location n: Tt.'ff.M1" -zl.s /e-, Olecked By D<pcumentation Author HYAC PERfORK.UCE S£T CHOSE!l: , , . -Date Date l_jL u___ n1 __ n ____ _ ,lease note the foll011ln9 speci•l require111,nts for these HYAC sys~ea sets: I. ti.1st haYe • 91s fired furn•ce for pr0Yidin9 ~It to the conditioned spict or~ heatt111 apac~ty. 11. l 111. l.equ{re 119httn9 1llotaent reouctton. tncr,1sed ceiling tn,ul1tton, ,n~/or lower glazing s~adtng coefficients {better s~ding) in Nny clf•1te zones. If• n:nzero lightint allota,nt re~uction is re- qutrrd, these KYAC sets 11:11 "°t t>e used vtth the 0ptio111l S?,J:ct-:-bY- s~ct, t1s~-b1-us~ ll9htln9 •llotzient method specified in §Z-SJ<Z(d)Z. Special Req11trments: ____ w/sf ,Celling Insuhtlon hctor II'. Tht HYAC systr,o c:ust be I central (buflt•up) HVAC syste:o with I chfller. f~ VJ.TTAGE Il!llEX • FVI ts the sui:i of the w1tt19es of 111 supply anc:t return fins used to ctrcul1t1 vcnttl&tton &Ir tn Ule building or ton- dftloned floor &ru for penni t 1ppl1cuio11. £1ther 91ve Plan and/or Specttlc&tion References __________ _ tnfon11tton below: or fill Supply f&n(s)~Wl.tt,~e Dr&v &t desf9n CO('lln9 conditions Return r,n(s) "'1tt19e Dr•w &t destgn cooling conditions Other Ycntfl&tlon fin W1tu9e &t Total FIii llltU9e to~ttloncd floor Artl for this per::1ft &pp11c&tlon fAJ\ llATTAGE lKOCl (fllI) ~~½ 0 0 ~=33-5 5IIP2- 0 ,1-? out the wltts Witts V.&tts Witts square feet w&ttstft2 I kOTE: Exh1ust f,ns for confernce roc::11s. l•v•torles, kitchens, or other spect1tl1 rrQutred exh111st fins neee n:it be included In the c&l.cuhtlon of the fWI. Esn~ust fans thlt serve the whole l!',AC syste,11, howe .. ,r, ,iust t,e Included. The nomln1l or bollerPiite horsepower "'11 be use11 ·to oeten:nne the l1n 11,tu9e Index. ln the ,bsence of c1nuf1cturer's infona&tion fin =otor efficiencies aus: be Ulen from T1ble 5-4 In the CC-'llpl ilnce s,1nu1t. !lore deufleC: tni'o,,,.Hion 1111 be s.:i,port~ >ti th -ortsheet ws-u. SOURCE HEA,lN~ l COOLING ~ER IKO!CES (note convert w,tts to source 8:us •t 10.ZJ9 ftas/w) (Espe,:;l1lly for HY'-C !>ys~ems with over,u efficiencies, EERs, or COPH Hc1t1n9 Crflclrncy S1stt1t f•n Mitts { if ,pi,l ic1blc} fner;iy lnp11t t des 19n l o•d tondltioned Floor #J'H for feral t for Other Syste~s Use ~:lrksheet WS-C8 Plu. ·cooling Cac,aclty or kBtus/hr Deslyn Cooling ua: /t:,~,'J ••tts BlUS/llr Cooling HR SySl~ fu1 ••tts. (ff •i,pltul>ltl Enrr;iy ir.~Jt t C~f19n Joa: C1;n:!l't loncd floor ..-------------.wu For fenort Btus/hr-rt2 I C?I s e.2- 3/, 7 Plea:;e Print Clearly Appendi>: B-2-c tftJS/hr !tuv .. ?age o: Area Weighted Rt and SC Worksheet Project Designer . k0':f,:kf.?!3A.t;? LA, Project Location +T>::fl2-""~1r Documentation Author I r Date A B C D E F Wall Par-Heat Ca-The~al Required tition pacity Resist:-Thermal Type (Btu/sq. ance Resist-A·; and ft.)Hci Area ~ ance ID½_ 1. RR· 1. Name Note 1 Ai Note 2 Note 3 Note 4 8 WS-2A For Enforcement Agency Use Only Building Permit Nwnber Olecked By Date G A· 1 /RRi Note 5 gt----+----1-----+--------f------1---~----l 10 Total Area 4 1&/ Average Rt Value Calculations If TA~ RTA building complies 1 2 3 4 5 6 7 8 9 10 A B Glazing Desig-Orien- natio11 tation ~A-?? /J ~ ~ w Total Area C MA- MC) ~V? /0 l:Zrt D E Equi- Shading v~lent Coef-Unshaded ficient Area sci Ai x sci ,hFJ I /t!I; . Ii,';] I{,,&;, - 1..xsc. ' l. l. Total Area Divided by Equals Ave1:age SC I •&';, Average SC Calculations Please Print Clearly App,endi.Y. E-3-3 Page of . Fan Wattage Index Worksheet WS-4A Project Designer ~I t;,Bt-J> L)'-... ~t Location +l"t-f:F-" ~=£ DocumentationAuthor BHP at_ Fan Fan Design Motor Desig-Cooling Effi- nation Load ciency ,4? I ,;~ ,6? At. :2.. '/~ ,!J? At. ~ 1/z. .~'5 A~ 4-/1/z. ,f:!;? 1 1 Date Watts per Watts Horse-per power Fan ,~ 2-'10 74-(,, tt::/CJ 141, 4-=3q 7~ I?!& For Enforcement Agency Use Only Building Permit Number Checked By Date Number of Fans Watts I t.~o I zqc;, I 4a"'I I )31& Total Watts (all fans) t~~? Pl.ease Print Clearly Conditioned Floor Area 5!v'2--- Total Watts . Conditioned Floor Area = FWI = J, f-'5 ..__ ____ ___, Watts/sq.ft. 1. This tabulation and calculation of the FWI need not include the wattage usage of special purpose eyJ-iaust fans for conference rooms, lavatories, cleaning closets, kitchens, and those serving special exhaust needs; how- ever it shall include erliaust faris serving the whole_h-VAC syste~. 2. T"ne boilerplate or nominal horserower may be used in lieu of the brakehorse- power if the latter is not known. 3. Fan motor efficiencies may only be taken from wanufacturer's literature or Table 5-4 in the compliance t;ianual. Appendix E-3-4 Page of TABLE 2-53V7 •. ALTERNATl\'E CO~Por.~:n PACKAG~S fOR CllMATE ZOiiE 107 FOR LOW RISE OFFlCi bU!LDlLGS Component A OPAQUE ENVELOPE Minimum Roof Total R-Yalue -(Rt) 9.5 Minimum Opaque ·wall Total R-Yalue (Rt) (one of the 2ollowing}: Heat Capactty [Btu!°F/ft ] 0.0-3.99 11.0 4.0-9.99 8.7 J0.0-14.99 4.6 15.0-19.99 2.6 20.0 or more 1.4 Minimum Suspended Exterior Floor Total R-value '{Rt) 9.5 GLAZING Maximum Allowed Total & \lest-Facing Vertical Glazjng (one of the fo-llowing): Shading Coefficier.t 1.00-0.72 22: 0.'71-0.61 30: 0.60-0.46 35: 0.45-0.01 44: PACKAGE B 9.5 11.0 8.7 4.6 2.6 1.4 9.5 411 so: 60: 69: See Section· 2-5342{b)S. for adjustment for overhangs. M.axi1.1um Al lowed Horizontal Glazing (one of the following): Shadfog Coefficient l.·00-0.51 Not Al lowed 0.50-0.0l Not Allowed LIGHTING (Either:) Maximum Adjusted 1.50 Lighting Power Density. watts per square foot Maximum Adjusted Connected Lighting Load. watts · See Section 2-5342(d)2 SPACE CONDITIOHWG SYSTPi (Bothd General Re qui r~ents See Section 2-5342(e }l 1.50 Daylighting Controls Required See Section 2-5342(d)2 See Sect ion 2-5342(e)l Performance Criteria (select one of columns I. II. III. or IV~ any column may be used in any Al ternatfve Component Package; see Section 2-5342(e}2. for additional requirer.ients) I II III Fan Yattaoe Index 0.47 0.43 o. 96 Source Heat;ng Power Index 98.4 77. 4 . 38.0 Source Cooling Power Index 49.0 42.8 44.p Lighting Reduction (~/tt2J 0.00 0.00 o. 20 Shading Coefficient Factor 1.00 o.es o.es Ceiling Insulation Factor 1.00 1.00 1.00 Double Glazing Required no no no Aooendix A-1-8 C 12.4 8.5 5.3 2.1 1.4 1.4 9.5 22% 30! 35: 44: Not Allowed Not Allowed 1.50 Not Allowed See Section 2-5342(e)l IV 1.45 43.4 47.4 0.00 1.00 1.00 no Ar ,! ~ f Ir[ .. --- qtlQ ~ -4-2d/3.. ,~2.. - j f . ·l ,, i l · I. j I '' I I. l t i: ! i l IB,2.. + ./, 7 12-,7 . _ g,/. ,, ·, CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. '67-7 J] 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 perm:i,ts for the projects shall be issued until the certification is signed by the ·1 appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: x·Carlsbad Unified 801 fine Avenue ---San Marcos Unified 207 West San Marcos Blvd . . C.arlsbad, CA 92008 (457-4·985) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School ------189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (153-6491) Project Applicant: Project Address: __ s"---'nw-=~:;;;...:.._'e _ ___._;J~l(......,__;;_Wt_o=L_D __ APN::213 -OoO-<J(;. 2. I ?{'O J.cL 5 Pa-/_,n,7.e > b r. 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 171lo2' I Prepared By /: &ljtd Date 8-2-f? ------·------------------------------------------------------------------------------ FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee. agreement _JL_ 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/Indust Fee Levied: $_~--'------based on \\1 ~I.J. cl--. sq. ft.@ Sc~i t~i~t a AB 2926 and SB 201 fees are capped at AB 2926 is capped at $.025-per square Title $1.50 per square foot for residential. foot for commercial/industrial. Date 1200 ELM AVENUE CARLSBAD, CA 92008-1989 Office of the City Engineer TO: FROM: DATE: Citp of Carlibab BUILDING DEPARTMENT ENGINEERING DEPARiMENT J0/v 7. I ~87 7 / ROUGH GRADING APPROVAL FOR PROJECT NO. (TRACT or P.E. #) Indf/l6T!;ut/ &/(c/;YL1 cef 2-26S" l-(;{J ~(vn.gs · ( PROJECT NAME ':(ND ADDRESS) 6½tJ.v-r~t Co""st/ 4124-27 Ca cme l-6 (DEVELOPER'S NAME AND ADDRESS) We have inspected the grading for lotf L/ o{C:['19-/ or phase of the above mentioned project. In addition, we have received rough TELEPHONE (619) 438-5541 grading certification from Johv1 ~,,.--ntez , the Soils Engineer, dated Z-S:--97 , and from J 0 t,0 Ve-v--11011 , the Supervising· Grading Engineer, dated 1-l!--87 , and are satis- fied that the rough grading has been completed in accordance with City standards. Based on these certifications and our observation, we take no exception to the issuance of a building permit for lot,t // or phase __ of project P e. 2-. ~7, 1f, from a grading standpoint. This release, however, i.s not intended to certify the project from other engineering concerns including site development, water or sewer availability, or final grading. Prior to the is-suance of a certificate of occupancy, we need to be advised so that we can verify that final grading and landscaping has been complet- ed in accordance with the approved plans for the project. APPROVED: Sr. Construction Inspector cc: Developer • • C I T Y 0 f C A R L S 8 A D DEVELOPMENT PROCESSING SERVICES APPLlCATIO~ AND COST ESTIMATE Of . . SANITARY SEWER LATERAL CONNECTION WORK ORDER NO. : PART I -TO BE COMPLETED BY DPS SEWER LOCATION: ADDRESS: ,2/80 ~,-05 H:JUV181$ tEGAL DESCRIPTION: BUILDING PLAN CHECK NO.: ----- APN: }./ 3-0 50-,3c, ------------------------- caNTAcT PERsaN: 6rPVt.5 /Sh.fl@Rt1-r:Z: · PHONE No.: 1'-1-S--:--O?'-fs I -~NIMUM G !NCH ABS SEWER PIPE IN PLACE -NOT TO EXCEED $ BIO~ cJU ~, ~~ 10 FEIT° DEEP AND 30 LINEAL FEET HORIZONTAL DISTANCE. ADDIITONAL CHARGES FOR ANY DISTANCE EXCEEDING 30 LINEAL FEET HORIZONTALLY FEET AT ____ PER FOOT 1 -, ADDITIONAL CHARGES FOR ANY DEPTH EXtEEDING 10 FEET . ____ FEET DEEP AT . . PER FOOT I ~DIHONAL CHARGES FOR PLUGGING EXISTING SEWER LATERAL TOTAL CHARGES FOR CONSTRUCTION ADDITIONAL CHARGES FOR CITY OF CARLSBAD SERVICES AT .50% OF ABOVE CHARGES TOTAL CHARGES 1911 ACT A.O. NO.: ---DWG~ NO.: RECT. NO.: BY: ------ PART II -TO BE COMPLETED BY UTILITIES DEPARTMENT FOR SEWER LOCATION $ ---- $ ___ _ $ 5Go.6'D $ ---- $ ___ _ $ /3/0.cSU Main Depth: ----Lateral Depth at Property: ---- DPD2:FORM:DPD8 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92009-4859 Office of the City Engineer DATE: t{tc! /,{. Jf8,2'_ Jack Thomas ~itp of ~arlshab County of San Diego Department of Public Wo~ks Building 1, Operations Canter 5555 Overland Avenue San Diego, CA 92123 INDUSTRIAL WASTE PERMIT APPLICATION NO. 33! TELEPHONE (619) 438-1161 Enclosed is a copy of the application for an Industrial Waste Discha.rge Permit from the subject applicant. Your review and recommendations on this application will be appreciated prior to the is~uanae of a waste disposal permit. pae: L L O Y D B • HUB BS City Engineer LBH:SEE:lch __ _::> .... E n c 1 o s u re : A p p 1 i c at i o n N o • 33 I c: Building Department Mike Garner, Encinas Plant Linda Pratt, Dept. of Health Services COMMERCIAL/INDUSTRIAL APPLICATION FORM fOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY Of CARLSBAD APPLICATION: NEW / ------(CHECK ONE) REVISED ---- BY~ ~ Z:-~r:<:::: >..::S ~nature of City Representative BUILDING P.C. NO.: 81-78 APPLICATION NO.: 33 / INDUSTRIAL CLASS: 3 / -----DATE: 3-/2-87 APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: APPLICANT: S,EVS Af2-/\J0LO SITE ADDRESS: 21 W LAS· PAUv\A-S Df2 o TYPE OF BUSINESS: S f~C, BLOG-0F~ICE; / l<f\J PcA.S..TR.t~L APPLICANT'S ADDRESS: 4031 iE,LLG(s. Ave-I NGwforc..--r .\=:,E::AC (+ '72..(,,,~0 • I B. WASTES AND PROCESSING: (Check where applicable) J8] Domestic Waste Only ,-, 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 Applicable):___.N_._o ..... 10....._E-________ _ C. WASTES TO BE DISCHARGED TO SEWER: WASTE: (Check One) TREATED: UNTREATE--""b-:-.--~- QUANTITY: AVERAGE 750 GPO (Daily) MAXIMUM 900 GPO (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: 'vG/c. El/€£ 6 f?:;./2.T/VE,RS/-//r' -----------("""'P .... r~in-t~)----------- T ITLE : l1ifJ.,) Ge[ /ff /l-lVA-6-e/Z SIGNATURE: ~~ DATE: 3-10-B7