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1966 OLIVENHAIN RD; ; CB880597; Permit
{ i ! t \ F ,; ff en z 0 '~ a: ,c ..., u w 0 a: :. . . . e[ D I hereby affirm that' I am licensed under u · 'provisions of Chapter .9 (commencing. with ~-· Section 7000) of Division 3 of the Business 1-. , and Professions Code, and my license is. in ~' f\Jll ·t.orce ·arid effect. · U ', · J heretiy afllrm that I ani exempt from the Contrac· tor's License Law for the followmg reason (Sec. 7031.5 BuSiness and PrcilessionS·Cod8· Ariy c1tY o·r CouritY whlcri re· quires a',,Permit to construct, alter. improve, demolish, cir I USE BAtl POINT ,PEN ONLY & P'RESS HARD. , ,, ' ... APPLICANTTO· FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATION'S. . -.. ----. \ • CARLSBAD BUil.DiNG DEPARTMENT APPLICATION'. & PERMIT ' 2075· Las Palry-ias Dr., Carl~bad, GA ~0,9-1915 (619) 438-1161 " --~ . . '. . '•. ' ' . ,J7tJt ·i·. () L; t1 ~ ~~v.A-t,J THC/;5/~os NO. l DATE OF APPLICATION!-BUSINESS LICENSE # tJ.j;/-7;;;, r· PERMIT NUMBER OC.,"1. 41.n. gA · ff~'~4-1 ,LOT BL~CK I SUBblVISIDN I ASSESSOR PARGEL'NO. c·oNT,RACTOR CDNTRACTORSPHDNE# ZONE -- 'OWNER'S NAME ' · :.4 OWNER'S PHONE b \Ii ' ,./,. l v.G-'1" 153 -Z'1'1.S et · •nt \\k:.I\JiA\~ M\Jll\eu?AL-ct.J1r~~"' .nl.S'(oc; -g,'3. .-:ft::>4/ J...l,,; CONTRACTOR'S ;>.DD RESS 'STATE LICENSE-NO. BUILDING ~a. FOOTAGE ~ ~j. I•••_:•~-n •J-uJ I\ tt\J~ aJC., ' ,. . OWNER'S0MAILJNG ADDRESS . . , ,--~~:1ef , ..... rej)~rr,any.sjructure,,pnor. to,its issu~nc,e also requires the ap· phcant for such permit to file a siAned statement •that he is licensed' pursuant to the provisions of the. Gontrac\or's License taw·(Chaplei:9'-comriiencing w,tfi-Section -7000,61 Division 3 of the Business ancl:Pioless,ons Ciide) oi thal is ex· empt therefrom -and.the ba'sis foretfie ~llegea·exempt1on. Any • violat1<\~ of Sei;tlon 7031'.5·,6y,an'apj,11cant for a perm,1 s~~- jecls the applicant to a·c1v1l penalty of not more.than five.hun-dred dollars· ($500) . : . \tf,.\,t,. 0\..-l \I~ AA\·~ ~ . DESIGNER 12,o~~ j:;'~t-.,\~1.\.1 .. ,. DESIGNER'S PHONE ··- Z"-6-e>oeo • , I_') 11 ·as'o;v~~r QI the prop~rty,, or'.my·employees with ~ages f5 asJtieir sole compensat10n,,w1II do the work, and the struc· c ,. · lure is not inten~ed or offered for·sale (Sec. 7044, Business ..J' ·~ 'and ProfesSioris,Code: · The'COlltraCtOr's,License,Law does 5· ~ not _apply to ai). owner of property who builds or improves !!. . _ lherepn and·wtio doeS sui:~h work t11inself of th(ough his pw11 a: -,,_, employees, provIded,that such improvements are not·mlend- ·W ed or offered-for sale. Jf,Cffowever, the-b\J1lding·or improve· Z · ment is sold wIthm one yea.-01-i:omRllit10n;· 1he owner-builder :S · will have theliurden of proving th?l ~e did not build· or ,m-o prove for the purpose of sale). z 0 ~ z w A.,, :IE 0 u en a: w :,,:,. cc 0 Ji -. I I' I. as·,owner .'of the property, am-exclusively contracting l'/I\h llc~nsed contractors;to' coi\strucrthe pr61e'ct.(Sec. 7944, · Business and ,Professions Code: l.he, Contractor's l:.Icense 'Law.does·not,apply to ari,owner of,proj,erly who-builds or im• • proves thereon, and who-contracts for each projects·w1th a • contractor(s) license pursuant ·fo the Contractor's License ~aw). . ... · ... _. :' _ _ _ .(1 ;As a homeowner Lam \mproving IJlY home, and the follow· ing condilionS:e'xiSt: · • . .-1. The work is b~ing,performed prior to sale. 2 I have lived in-my home for twelve months prior to completion of this Work. - 3. I have not claimed this exemption durmg the last three.years: D tam exempt under Sec. , • B & P.C. for this reason ____________ _ D l hereby,afhrm that I have a certificate of consent to self-insure, or a certiflcate·ot Workers· Compensation In· s~rar:'ce. or-a certified,copy thereof (Sec. 3800, Labor Code) POLICY NO. 'COMPANY ~ Copy is filed with the city D Certified-copy IS he;e6y furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the p_erm1t is for pne hundred dollars ($100) or less) -D I certify that in the.pefformance of the work.for which this permit 1s issued, I shall not employ any person many mianner so as to become subject to the Workers· Campen· Sat1on Laws of California. NOTICE TO APPLICANT: If, after making this Cerllf1cate of Exemption. yqu should become subject to the W9rkers· Compensation provisions of the Labor Code. you must -forthwith com.ply with ·such provisions or this permit shall be deemed revoked ·r· . p I herebY .ifflrm·th~i there IS a coiistruction-)ending -~: ffi __ ~gency for the pl?rforma~c~ _of the wor~ for which t~is per-._; O mit is Issued {Sec. 3097 ~-Civil Code), ffi ,....,. . ,Lender:s ,Name ..., .. ·Lender's Addre~s~-~-~-------- DESCRiPTION OF WORK ·-.. .. I DESIGNER'S AObRESS STATE LICENSE NO. Tt/lLJ ,Ji " ~x, ~,,,J&-: -ieo, -~UD/ rnt Jez(. ~n A-~rJ ,n ' F/P F LR ELEV. : NO ~ 'EDU Bd_ . ...'l"')/:._ -. -.. STORIES . --. rJ.F=C::: ,-r ~ YD NO . . J -~ENSU~ ~RA~T PA.RKING SPACE R.ES UNIT'S ·1 GR~DING,PERMIT ISSUED' I REDEVE0LOPMENT ' TYP'k) OCC'LOAD FIRE SPR' 2600.:J.0/20/88-0001 01 02 .. -.. ., AREA. xrr. _ BldPmt .. 2567-0( ---· ·-~ -Y.O N :Q_ .. _YO NO' ,1 xO NO. Nqt Valid Unless M~<;hfne ·Certtf1ed ... ' ¥ : . -.. ·:Q,TY., • r .. -PLUMBIN'(3 PERMl'f-·IsstJ'E .QTY. --,s~-SU.MMAR:Y/ACCOUNT-NUMBER 7~ MECHANICAL PERMIT --ISSUE . . ... --. ' -.... ' -.... El>J}fl 'FlXTUR'E TRAP . · INSJ(ltL FUR~. DUCTS lJP·TO;l00,0_00 BTU "1. ~ llUILUINu t't.HIVII I UU1 -81 U-UU-00-~au -~...,./ _EACH 'BUI LOING SEWE·R · ;/ .QVER 100,000 BTU SIGN PERMIT 001-810·00-00·8221 --. -:· :EACH WATER REA TER ANDiOR ~T BOILER·/eOMPRESSOR ·UP T0·3 HP PLAN CHECK 001-8·10-00-00-8891 ~ Ii·----~__,, EACH GAS SYSTEM 1 TO 4 ¢LETS 80ILER/CQMPRESSOR 3-15 HP TOTAL Pl.'.UMBING 00 i -810-00-00·8222 EACH GAS SYSTEM 5 (JKMO RE ... ·-· -·--· . --. . --... .c:< METAL FIREPLACE ELECTRICAL 001-810·00-00-8223 EACH INSTAL .. Al,}rn, REPAIR "'!ATER PIPE VENT FAN SINGLE OlJCT. MECHA_NICAL 001-810-00-00-8224 "2.-LL. EACH VAC~ BREAKER MECH EXHAUST HOOOIOUCTS MOBILEHOME 001-810-00-00-8225 WATE~FTNER RELOCATION OF EA FURNACE/HEATER SOLAR 001 ·810-00-00-8226 . ·: EACH ROOF DRAIN (INSIDE)· · PRYER VENT : STRONG MOtlON 880·51.9-92-33 ~ : : . TOT,t;L MECHANICAL FIR~ SPRINKLERS 001 ·8.10·00-00·8227 -?,A/-- -TOT AL PLUMBING I PUBLIC FACILITIES FE~-#(0-810-00-00-874'0 l~ fp'l(' BRIDGE FEE -360-810-00-00-87 40 -,,_pti..1-, QTY. ELECTRICAL PERMIT -ISSUE: .s~ QTY. MOBILE HOME SETUP PARK·IN-LIEU (AREA r I ) NEW CONST EA AMP'SWT BK·R~ -CAR PORT TIF 312-810-00-00-8835 . J,"'I ·1 PH F3 PH./ /./.AF J .'5/'J. AWNING LA COSTA TIF _ 311-810-00-00-8835 . EX-!SLBLQG EA AMP_ISWT:~ . GARAGE FMF _,o 1 ,PH 3 P.H LICENSE TAX "l,.. L"l5' 00·1-810-00-00-8162 .. . ' -R.EMOOEL'A\ HR .. PER 'clRCl)IT MFF ..If 880-519-92-57 TEMP'POLE ·200 AMPS-' o·vEii 2oo·'A1M·Ps. .. -T-EMP OCCUPANCY !30 DAYS\ / -. \,,. -. CREDIT D.EPOSIT. l... ·-y'"A'I-I TOTAL ELECTRICAL I -· -jl -' 6$.. TOTAL TOTAL ~E_ES P~ ·,-y.57;;') . .. .. '· " I HAVE CAREFULLY-EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Bu if ding Official under \he prov1sIons of this 'r:::-* ~RMIT IS REQOIMD FOR EXCAV~IONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void If the building or work 5' O'' EP ANO DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE-CF A PERMIT 15 authorized by such permit 1s not commenced within 180 cays from the date of such TURf:S OVER 3 STORIES IN HEIGHT permit. or If the buifdinff or work authonzed by such permit ,s suspended or , ISSUED: TO COMPLY WITH ALL CITY. COUNTY ANp STATE LAWS GOVERNING BUILDING CON· abandoned at env time a ter the work Is commenced for a oeffod of 180 davs. , ST.RUCTION. WHETHER SPECIFIED-HEREIN ,OR NOT. I ALSQ AGREE TO SA'VE INDEMNIFY ANP ]!CANT'S SIGNATURE Jf.. OWNER !Ki CONTRAGTOA O . r~Ol/~ry ·-. /'f!J/ri. ii KEEP.HARMLESS TRE CITY OF CARLSBAD A'GAINST ALL LlABll:ITIES, JUDGMENTS, COSTS AND · EXPENSES-WHICH MAY. IN ANY· WAY /\CCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE ~~HJL.J Ji:::':' J,. __ ~~ BY PHONE rt . --. .. ~ ~_,, .. , ... ~ ' GRANTING OF THIS PERMIT. . . ~--.,,.,, .......... , ' ._-,-... ,~) ~ ... ,.i.., .• \ --7c .., -...., -. ~ u: ~l (,j 0 c., E Ql I- I "O 0 ~ t: nl, (.) 0.. C. <( I -'<'. C a: o· (/) (/) Ql (/) (/) <( I ;:: .2 a:; >- Ql (.), C nl C u: c· Ql Ql C, 0 0 Ql -C. (/) C Ql .c ~ .. / I ~ ~ -~izi;>,51/ 7 \ I ' TYPE DATE INSPECTOR ! . --, '· .. --. :,_---... \ ~ --.... -~~..,, t \ BUILDING .....____. . -, FOUNDATION -~ ~ FIELD INSPECTION RECORD -·, REINFORCED STEEL "" 1/./~/y-r / __,, ~ --'.,._ -,... \ J ,a·FJ~UIRED SPECIAL INSPECTIONS INSPECTOR'S NCYrES -.. '· r , '. • ~ C \ ... MASONRY . ~--·-. ........... ,I REQ. IF INSPECTOR'S INSPECTION DATE ~ ,vee. t7 r""" / L f' ~ ei:Te "'--/ ·, i , GUNITE OR GROUT CHECKED APPROVAL ~ ,~ ... ~ tt-.... \. SUB FRAME tl FLOOR . . ....... ··t l, /' 0 CEl~ING /') SOILS COMPLIANCE .. .. SHEATHING .....kf ROOF ~~AR /I/LJ/Jk: ~ PRIOR TO izlt:./1 ;, ./. FOUNDATION INSP FRAME /} STRUCTURAL CONCRETE ,~,.-/ii,! J,r ~ ~ .......... -EXTERIOR LATH OVER 2000 PSI "'' ~~.. . ...... 1:~ ... INSULATION Ji/-/ J,,,. +-' PRESTRESSED ..;)' ... _ .... "1' =·-CONCRETE ~:--:. INTERIOR LATH & DRYWALL ( ( '• -. ' '' > .. ·P,OST TENSICrN,ED --. CONCRETE • ;' ',. \ .\ ·-• >A-..~ ~ PLUMBING FIELD WELDING \ -0 SEWER AND BUCO D Pi;JCO HIGH STRENGTH :·: .... ~ \~~~:-_~_r D WATER BOLTS ·: 'i ... UNDERGROUND D WASTE -· ~ --' " ..... "' fi..j D WATER SPECIAL MASONRY TOP OUT D WASTE -\ TUB AND SHOWER PAN '' GAS TEST .. PILES CAISSONS ·-' D WATER HEATER D SOLAR WATER --· .... -, ~ ~--<I'"----· ELECTRICAL ' . ,._ ·_\ ·.\ D ELECTRIC UNDERGROUND DUFFER ¾....t ·,· ~ ..-· : ..... --ROUGH ELECTRIC I . . ~i .. "!" I 1 . ~ -~ • 1 ~ ... --...._,"'<, D ELECTRIC SERVICE D TEMP_ORARY .. --. D l;JONDING D POOL • / \ ~-~ ', mt:t:,~'.f· ::2;~1.' ([ MECHANICAL .t -----................. ---.~-. • ~'(I)'} ,H,;\.:,U\l;i!;i Vi-~-:t ¼~ \J.j ·-),-:---... _,--~ \'-.. , D DUCT & PLEM., D REF. PIPl~G '~ -t· __ L_ '. ~-L-( 1 -.... --._J • ~ ·.• HEAT -AIR COND. SYSTEMS 1.~ \ ' . . ___ \,,, i -•. ' \ .. , --~-.... j r-~-..f"---\I _t ~-. ':"""t\ t.-_ ;' . -·· -----·. ( ' •.) --,· : .. -~ l •', \ r .. ---• t ' ... , ,. -VENTILATING SYSTEMS '-,,:. ··' f . ~ r-4 , .. : ; ., CALL FOR FINAL INSPECTION: WHEN. ALL: A,PPROPRIA TE ~ ':' .. - ITEMS ABOVE HAVE BEEN APPROVED. --. f' t . -. • I-1 .. ,· . FINAL .. • !" .. .-....... !,' .· ! ,. I • • -~ -I -, . ' ., -•• ~~ J;. .. PLUMBING , ; •. ·--. !. .... •• ~ ¥ /~ --• , I \ ELECTRICAL -. J_ .... •• ·' t~, , I I ..... ,\.~ '-ti ~ MECHANICAL \ ...... , , __ -.... .-=--..-----; (--, --1> f • I , \ \ \ ;n-· ·-. .. l -;-.. ~·.4\\-\-. ~ ;--\ '-,:1 t 1 ! /y'. !•--' '; ' ..... GAS ,, ,... \ i \ I \ ~ ·. -:-t .... _r ';J ·~ t'-.... ~ I • ' /\ ... ' . . '· .... ' \ BUILDING V/1-1'/YJ r7 ' '! . SPECIAL CONDITIONS : V I V - DEVELOPMENT PROCESSING ·$ERVICES DIVISION 2075' LAS PALMAS DRIVE - CARLSBAD, CA 92009-4859 (619) 4~8-H61 MISCELLANEOUS· F'EE RECEIPT Applicant Please Print And FIii in Shaded Area Only jOB ADDRESS .I~ ASSESSOR'S . PARCEL NO. OWNER OWNER'S · MAILING ADDRESS '.CITY · CONTRACTOR CONTRACTOR'S . MAILING -03 ZIP PLAN ID NO. VALIDATION AREA ESTMATED VALUATION 6?;{&5'6 PLAN CHECK FEE 001-810~00-00~'. .. , ADDR:ESS --------------------'--_:_ __ ..,_J IF THE APPLICANT TAKES NO ACTION CITY -STATE LICENSE NO. ZIP TEL. BUSINESS LICENSE NO. SUBDIVISION------ ' LEGAL DESCRIPTION WITHIN 180 DAYS, PLAN CHECK FEES WILL-BE FORFEITED. . . CHECK IF SUBMITTED: 2 ENERGY CALCS .. . 21987·ENERGY CALCS . 0 FOR NO~ ~ESIDENTIAL BLDGS DESCRIPTION OF WORK . 2 STRUCTURAL CALCS D 2 SOILS REPORTS ,2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPl,.ICANT DATE CONT ACT PERSON LA COSTA LETTER . ADDRESS \&f_t,_C, SCHOOL FEE FORM P & I: CORRECTIONS LIST CERTIFICATE OF OCCUPANCY White -File Yellow_. Applicant P'ink -Finance . 'Gold -Assessor 284 •. {l(I \ . .,, \'' --t dD Te~~?,!!n :?n~!~,.';;~;~~:!nR!ego n==LJ}= 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(619) 225-9641 LJi 1 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 December 2,. 1988 Olivenhain Municipal Water District 1966 Olivenhain Road Encinitas, Calif•:>rnia 92024 Attention: Subject: Gentlemen: Messers. Frank Fontanesi and Ed Suhay Compaction Report Office Expansion 1966 Olivenhain Road Encinita, California Job No. 7472 This is to certify that toe office expansion buildinq pad at the subject site was prepared in accordance with the soils report· done by Leighton and Associates, dated June 20, 1988. No utility trenches were excavated or backfilled. 4 No. 5 bars, two on .top and two on the bottom were observed in the foundation trenches prior to the concrete pour. ~~--0--~- Mehdi Siavoshani Project Engineer MS/JLW/mhf cc: File Respectfully submitted, TESTING ENGINEERS-SAN DIEGO Joseph L. Welch, RCE C 040236 Geotechnical De~~ent Manager ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 DATE: )()-17-&8 JURISDICTION: C1r1 Pf C-/-f1<L.Sel+.D __,. PLAN CHECK NO: f38 -O~Cj t: SET: .}]__ PROJECT ADDREss = 11(j:J ~ tJu VWl-frt7// ,.ep PROJECT NAME: (J.;i/&Jf#rf // IYJu1J1U;?4-v' tJ,1;-~ [);srr~,t:F1CL /ti.),D__) D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes • . -The plans transmitted herewith will substantially comply II.with the jurisdiction's building codes when minor deficien- cies identified 5&-E f?-E::M~ t3Ei.l).uJ are resolved and checked by building department staff~ D D D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. u·ntil corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The applicant's copy of the check list has been sent to: O Esgil sta.ff did not advise the. applicant contact person that · plan cheGk has been completed. II Esgil staff did advise applicant that the plan check !as .t>..-:: i\ been completed. Person contacted: ePtA.J-A:-1?..D SUH-rt)" (_11J 1r.:::/?S.tJ~ . Date co'ntacted: 1°/,1 In Telephone # ' -' REMARKS: 0 Af:Lt+ /It( T I H--/t'S I JJpJCA--rf::P ,rf A I '. f:r--1 ST! rJ6 F/j(.11.,) Tt Es;,. C!HvJPl.Y W/TH rtAljDtCA.P AC.LE<f:.f.. f2..E.qc.J1i<.C:fY?G-·1JfS,, TO BE > --- V8<-/Flf:f) t)A/ fl6L-D !5Y /3UJLDING, DE:-f'AlLTME:1JT -5.TftfF, By: SYe,D /t LE·f~ - ESGIL CORPORATI·ON /0-I I-88 t-oc,, -IN 4-, L OC, ? u T Enclosures: ---------- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56()-14,68 DATE: /0-h-&f; QAPPLICANT JURISDICTION: Ct 1'( <>F ICTI0N HECKER OPY --PLAN CHECK NO: SET: J.L QUPS ODE~IGNER PROJECT ADDRESS: l '1~~-0/_/t!e,J/f1t-J IV /:..p · PROJECT NAME: 0rF-/ Cb /W.0/ 77 t>/..I · D D D II D The plans transmitted he.rewi th 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.,,~l"fen minor deficien- cies identified -are resolved and checked by b~ilding department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. u·ntil corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. II The applicant's copy of the check WV.JARD .SUHAY list has been sent t~: i1b& tJt-/ VtN fffrt/J f!..v GNC!IJrTA~ CA 9~ 2..4 ---------...,....--------------------------II Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: E.owA l<.D c:51..1/fA '( Date contacted: Telephone # 153 --~4-~~ -------- RE MARKS: -------------------------- By:·· SyE;:o AL£8n-1 Enclosures: ----------ES GIL CORPORATION ~ -2l, -3''i( f. /C-4-£?:, /:.E",J/:..!OIJS) • JURISDlCT l0N: t/f1lis.oA-p Cate ;erf {p I ~<l 'RO.JECT ADDRESS: /'1~~ Oi-lVEtl/r/N /?...J) ·o: i?p~p '5,:.Jtffly /C,cP{p OL-! IJ(ftJMt IJ ;W PLAN CORRECTION SHEET 'lan: O'leck No. ~ -0 c;:'11- tOREWORD: PLEASE READ Plan check is limited to technical requirements contained· in the Unirorm 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, EAgineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with-the cited codes and regulations. Per Sec. 303 (c)., of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. ~. Please make all cor:ections 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: £SG,tt-LL>~ORA-71.AA.J q '8 ZZJ C/t6;>Af>e;,t--K.£ PJ$ 57E zc8 ~. Otc§o, CA q Zt"Ls · ' To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with tho revised plans. The foll owing items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please ~ontact me if you have any questions regarding these items. "t _ Z." _ ~ D~te plans rec:eived b~ ;lan c:hecker /t):..f-r'88 D~te f/JUl-7]f plan-chec:k c:0111pleted /O· (p -88 81. ~YEP ft Lt;t;7V1 .,,,.--.... Q28!'JQ - ...--.... (45-24 ....__,, - ., . Ste A-7TffGtf8D S Ht::...E:t Ff?..Gl'v1 MNDIC._Af? R.€tJ U I R.bVl&tJ,5 RJ,/!_ fl c.c.£-S S /BI Cl a_ 11/tm?S~ "1l>1ur ,,R./)OH}S di b..;t,Vt-AICE .SI~ Cf;,/)7? /_.//MICE;, C)./1.) ?LMU5. /J/3:W L-lbH71 JJOt .Dt;S!C:t/J h'.;:t.S NOt' 13&£/J />,R.O V Jl)E:i) o~/!Jq CA---r&4t>/4 r D R)/!.,,, $77r-NDft/2.D tJFi=-1C,.£,, AlbtAJ Cf-5' A-111.D /AJ-W<.,Jl.S flt;::e:73 Nee-Deb, = : . .. ---- . TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Mid, .. -. . c-d b h Item numbers circ:h-d beJo"' art r~uirc-d for this projt:'(':l. See Title !14 :-JJOb-11. Circlc-d Items do not appl,r to noors "·hic:h arr not rrquir lo t an• dit:11.ppcd .ccessiblc. . Jicf,:rc:nr:t:: to s«tion numbers with prefi.t "!l" arc to Tit/,: S4, Port !l (St.Jtt Bui"Jdint Code), 19SS Edition. F'rc:fi.t .. 3" is for l';irt 3 (S::ite Elrc:tric:ol Code:). Prc:fi:s -5" is for F'.Jrt 5 (St11tc Plumbin& Code), . .. . . £~·emptions c:J:i.imt'd for :m.,· itm, sh:il/ be rcq11estt'd in writing 11nd sh11/J inc~udc: :i.11 d:1t11 nc-r-dcd to dc:tc:rminc: .. umt•:ist>n:iblt h11rdsh,p as dc-sc:ribc-d"' SL-ction !--I~. SITE O£\'ELOI'MENT 0 HA.~OICAPPED PARKINC SPACES a. See Approved Parl:ini Plan for layout. (Fig. 2-il•l) Pro\•ide _____ handicapped sp:ices. (2-il02a) Space shall be so located that handicapped persons arc not com- pelled to wheel or walk behind p"ar'kcd c:ars other than their own. (2-7l02c) r:;\ ·Parking space shall be a minimum of 9 ft. x 18 ft. with adjacent VS ft. loading zone. Double space shall be 23 ft. wide. (2-7l02b, Fi,. 2-71-1) /- , Maximum slope of'parl:ing surface in any direction shall not ex• ceed ¼" per foot. (2-7102d) • • 0 Parking spaee{s) shall be identified v.ith the International Sym• bol of Aceessibilit)' on reneetorized siin affixed to post or wall.- and also duplicated on parkin& surface (symbol to be 3o x 36j. I f· (2-7l02e). · • Enlra nee to parkin& facility or structure shall also have durable metal sign statin& that unauthorized vehicle{s} parkin& in han- dicapped space(s} may be subj~ to tow-away. (2-7102e) Entrance to and vertie:il clearance within accesn"ble level or parlc- in& structure.shall be 8 ft. !: In. to any structural member, duc:t or pipe. (2-7102!) . · f-CURB :RAMPS !· ' • Curb ramps shall be loc:ated wherever pedestrian path crosses curb. (2-710311) ,. t· f /- /· Curb ramp shall be -4S-min. width (2-il03b) with maximum slope of 1 in 12. (2-il03c) A level 4S" min. depth landini is required at top or curb ramp over entire curb ramp width. (2• 7103d) Ir no landin& is provided, the ·slope of flared sides shall not ex• ceed l in 12. (2-7103<!) Surf:ice is to be slip resistant. (2-71031) Border markings shall be 12· wide 0£ ¼ • x 1/4 • grooves, ¾" apart, located ar top and sider. (2-i103h) · WALKS ,. !· ,. Site de\·elopment and 1radin& shall be designed to pro\•ide ac- cess to primary entrances and access to normal paths of tra,·d and v.·here nece:.s:iry to provide access shall incorporate pedestrian ramps, curb ramps, etc. (2-il0l a) W:ilks sloping grca tcr than S ~ (l In 20) must com ply with ran,p requirements 0£ sect. 2-3307. (2-3325.c'~ · Walk width shall be 41" minlmu'm. (2-332Sa) /· ). /· The maximum cross slope sh:ill not exceed Y," per foot. (2-332511-3) Cratirie:s are not allowed whenever possible. {2-3325b) At e:ich gale or door a 60" x 60" level area is required when the g:ite swings toward the walk. (2-3325c) l.. . A !U" dear space is required at strike side of gale or dour. r (2-332Sc, Fig. 2-33-2) /· A 48 .. x ,44• deep level :area is required when the gale swin~ 11w:iy from the walk. (2·332Se) 0 PEDESTRIAN RAMPS I A path or tr:ivel with a slope greater than l in 20 sh:ill be con- sider~ a ramp. (2-330711) ~---;-:-n{;~.dmum slope shall be l in 12: (~-3:J0ic) /_· The width shall be 48" minimum. (2-330ib-3) · @ A 60".intermediate landing is required at maximum dc,-atlon change of 30• and 72" landing at each change of direetion (o\·er I· 0 © © f· i· 30'). (!.!-330id-1) · Landings are required at top and bottom of ramps. (2-230id-l) Bottom landing sh:ul be minimum of 72· in the t!ircetion or travel. (Fil. 2-33-llA) Top landing shall be 60" x 60" minimum. (2-330id-!?) When door swings onto top landing, minmum depth o! landin& required is door width plus 42". (Fig. 2-33-llA) Top landing shall ha"'.e 60" min. width when door swings onto the landing, with 24" on strike side or door at exterior ramp, or 18" at interior ramp. (2-3307d-4) • Ramp handrai!s are required on each side or ramp, when slope exceeds l in 1S. (2-3307e) Ramp h:indrails shall be continuous, l;catd 30"-34" in height above ramp surf:iee, with 12" extensions beyond top and bot• tom, and the ,ends returned. (2-330ie) Handr:iils shall be 1-¼" to 2· cross section, sp:iecd min. or 1-l/a" from wall. (2-330ie) A 2· high eurb or wheel guide rail centered 3" plus/minus I" above ramp surface is required on both sides where nor other• wise bounded by walls when the ramp exc:eeds 10 feet in length. (2-330ih) SPECIAL ACCESS LIFTS f , Lifts ma>' be provided between levels, in lieu oE elevator, when the vertical distance between Jandinp, stru~ural elevator, srruc• tural desip and safesuards are as allowed by the State o! Califor• nia, Dept. ol Industrial Relations, Div. of Occupational Safety and Health. (2-Sl06a) DA 2/4/88 . • J. J:iAZ.ARDS 4 Provide so-headroom from v.·all:w~,· surface to any overhan&· in& obstru~tion. (2-~26b) Headroom or 80" minimum shall be maintained for walks, cor• riders, aisles, etc. (2-SZ21-2) f · Protrudin.; objl.'!:ts \\'ith leading edges between !!7" and 80" abo,·e finished noor sh:all not protrude more th:in 4-into w11llcs, cor- ridors, etc. (~-S!!!!f-1, f'ig. 2-5-i) /. Objects wilh prolruding edges below 2i" above finished floor may protrudr any amount. (2-52!?!-l) ,/ Free standing objc::ts mounted on posts between 2i" and SO" !" abo\•e the noor may project a maximum or!!!". (2-5!!!?£-J) / Abrupt changes in level e.~eeeding 4'" adjacent to w11ll:s. Citc.-t!pt between walk, and adjacent streets or drives. sh11ll be idc:ntif!1.-d by 6" high wuning curbs abo\•e w:ilk surface. (2,33261) ENTRANCES AND ClRCULATlON 0 ENTRAi"'ICES, DOORS, VESTIBULES AND.CORRIDORS / • All primary entrances to buildings shall be •~ible lo the: han• . dkapped. (2-3301!) I· All required c,;lt doors shall have 32-clear opening a~ 9oe (36- door). (2-3304e-l) I• At le:ist one of a p~ir of doors shall meet the min. 32" clear en• trance width requirement. (2,3304e•3) @ Thrc:5hold shall be no higher th11n ¼'' abo\•e the floor. Edge to be beveled with aslopc no greater than l in 2, i( more than ¼-. (2-330-lh-1, Fig. 2-33-S) /· Extcrlorle,•ell:inding m:ay slope up to ¼-perfoot in :inrdiree• lion !or sur!:icc dr:iinage. (2--413) © Door hardware shall be of the lever or push type, mounted 30• to ,u• above the floor and be operable with a max. effort of 8.5 lbs. for exterior doors :incl 5 lbs. for Interior doors. (2-3304c-3, ""' 2-33041-2) © The lower 10-of the door shall be of smooth, plane surf11ce (no recess or trap) except at automatic and sliding doors. (2-3304m) J· I- I· t· Building entranc:e(s) shall be identified by sisn with the Inter- n11tional Symbol oE Accessibilil)'• Show location on the pl11n. (2,522b· 7) The symbol shall be a white figure on blue background. (2-S22b,2) Al turnstile, ptO\ic!e an access 1ate, 32· clear width opening. within 30 feet or turnstile. (2-330-&n) There shall be :i cle:ir area on eac:h side of door, so· deep In diree. tion of door swing and .;4• deep In opposite direction of door swing. {2-3304h02) · Width of clear area on the swing side of the door shall extend 2-1· past strike jamb for exterior doors and IS" past strike jamb for interior doors. (2-330-lh-2) The spac:e between tv.·o coruecutive doors (vestibule) shall pro• vide a min. of .is· dear depth between the open door and a SC• cond closed door. (2-330-lh•2D, Fig. 2-33.:SA) Doors In a series at a vestibule shall sv.·in& in the same direction, or awa)' from the space between them. {2-3304h•1!D) Corridors shall be 44" minimum In width or as required by OC• c:upant load. (!!-330Sb-l) rl. For corridors over 200 feet long, see special requirements of Sec. / 2°3305b,2. (Fi&, 2-33-6) /· FLOORS a. floors of a given story shall be a common lc'"el throu,hout or shall be eonncctcd by pedestrian ramps, p:as.scn,er elc,·ators, or special •= lifts. (2-S!!!!e) I· STAIRWAYS (• Treaduh:ill havesmooth, rounded exposed edges and be slip rcsiJ. t11nt. (2-3306s-l) /· Nosing sh:ill not projeet more th:1n 11/i" past face of the riser below. (!?-330&-2) / Risers sh11II be sufficiently solid. (2-3306s-3) I· /: I f The upper appro:ich and lower tread of each flight of s:ain shall be marked with a c:ontra.slin& colored strip 2" in width. (!!-3306r) On exterior s111irs, each tread shall be marked as noted above. (2-3306r) . Handrails are required on each side of stairw:iy. (2-3306j-2) Hanclr:iils;1l:~il be loc:at~d 30" to~-above nosing, e.'ttend 12- bcyond lop ruer and 12 plus bead width bc,·ond bottom nos- ing and returned to wall/newel post. (2-3305j-2) /· Handr:iils sh11II be l ¼ • lo 2-in gripping cross section and 1 ½- c:lc11r of wall. (2-3306j-2) . ; r· £LEVAT?RS. . . --·-f · See-~~h11pter 51 of UBC !or car si:e. J'• P=engcr elevators in buildings othe: than those listed in Ch:iptc:r Sl of UBC sc:rvinsi.~n oe<:upant lo:icl of more th:in 50 shaH have a c::ir size 68-wide bySl" deep wilh II min. clc::ir opening width o! 36-. (2·5103m-2Bl) I· l Passcn~cr clC\·11tors in buncJings other th:in th~e listed in Ch11ptc:r 51 of UBC sef\·in2 an oe<:up11nt lo:1d of 50 nr less sh111l h:ive a car size of S,I': wide by~-deep with a minimu1n clc:ur opcnin¥ width ut 32·. (2-5l03m-2I32, 3) . Raised Braille m:irl:inp and Arabic numer:ils arc required on con- trol buttons and door jambs. {2-Sl03m) SANITARY FACILITIES @TOILET FACILITIES ACCESS a • When located on acecssi"ble floors, sani~I)' f:icilities sh111l be m:ide acceuible to physically handic:ipped. (2-Sl la-3) b. Doorways shall h11ve 32" minimum clear width. (2-S1111-SA) c • There shall be II level are11 with so· clear depth in lhe direction or ~he door swing, and a levd area with ~4" clear depth in op- posite direction of door swing. (2.Slla-SB) @MULTIPLE ACCO~IODATION TOILET FACILITIES a• Pro\·ide clear area 60" di:imeler z 27" high'. or clear sp:icc: 55- 1 63" z 2;·· high. (2-S l la-SA) b, Doors (other th:in h:indic:ip comp:irlmc:nt) :ire not to encroach more th.in 12· into abo,·e mentioned clear space. (2•Sl la,6A) c • Pro,·ide 2.5•• cle11r space between waler c:losct and fixture or 32" cle:it sp:ic:e between water closet :ind w:ill. (2-S 1111-6B) d • A -18" long clear sp11ce is required in Cron! ot waler closet. A 60" clear sp:ic:e is required when the toilet compartment has a side door. (2-511:a-6B) • • Water cloJCt compartment door lo provide 32" clear width for end.entry and 31" clear width tor side entrr. Poor to be sclt. dosing :ind swing out. (2-51 Ja.fiq DA 2/4/88. I _t;;)~i~CLE ACCOMOOATION TOILET FACILITIES .v t a., Water closet shall be loeated 2r from a fixture or 32" from a ,. y.•all. (2-5lla-7, Fis. 2-S·lA) b. Minimum clear spaee in front of waler closet sh:ill be 48". (2-51 la· 'i', Fi,. 2-5-lA) (;'\. In an uistin& buildin&, 1 sin&le accommodation toilet faeilll)· V rnay have a spaee 36" wide x 48" Ion& in front of w:iter cloJct. c2-s11a-,. ri,. 2-s-1q ®CRAB BARS AT WATER CLOSET a. One at side 42" Ion& utendin& 24" in front of water closet: one at rear 36" long e,:nt creel on water cl0$1:l; both rnou nted :13" 11bo\·e noor. (2-Slla•SA) b. Bars shall be Jl/4" to l ½ • in diam cter with l ½" clcaranec to Y.·all. (2-51 l •·SB) · e. Bar fasteners ind mountins support shall be able to withstand 250 lbs.l!t. in bendin&, shear and tension. (2-51111-SC) 15. WATER CLOSET a. Hcisht o! water closet s;eat shall be l r to 19· above floor. (S-1502) b • The force required •. !O ltth-ale the flush vaJ,•e sJiall be 5 lbs. fflU• lmum. (S-1502) 18. URI!IZALS a. Where urinals are provided, the rim or at lust one shall project 14" from the wall and be loc:ilcd Ir muimum above floor. (S-1503&) b. The force required to activate the flush valve shall be 5 lbs. max• lmum and located 44• mulmum above floor. (S-1503b) e. Provide 30 .. z 48" clear floor spa~ for forward approach. (2.Sllb--C) . 17. LAVATORIES a. Provide 30 .. z 4S-clear floor space for forward approach. Said clear Ooor space may indude \:nee and toe space under lavatol')' described below. (2-Sllb-lA) b. Provide dear space beneath lava toric:s 29• hl1h by 30'" wide by a-deep (knee space) and 9• hi1h rrom the floor by 30'" wide by 1, deep !rom front o( livatOI')' (toe space). (5·1504a) ~ Hot water and drain pipes under lavatories sh:ill be Insulated. (S-150-4b) • · . d. Faucet controls and operatlnc mechanism (operable with one hand) shall be ol the t)'pe not requirin: ti&ht 1raspin:, pinching or twisting or the wrist :ind :an opcr:alin& force not ueceding 5 lbs. (5-IS04c) e. Yf-dnsing v:alves to n.'ffl:iin o,ix:n lor :at Inst 10 ~-conds. (S. !50-lc) 18. TOILET ROOM ACCESSORIES a. Mirror bottom edi:e shall be loc::atc:d -10· muimum :abo,•~ floor. (2-51 lb-1B) b. Toilet tissue dispensers shall be mounted within 12·· rrom the Cront ed1e or toilet se:at, (Ullb-3, Fi&. 2-5-IA) · . e. Operating parts or d!spensina and dispcNI rixturcs (towels, waste. coin slots, etc.) shall be within 40 .. of floor. (2-Sllb-2) 19. SANITARY FACILITIES lDESTli1CATION a. On cJoorway,. Je:adin1 to s11nlt11ry faeilili~ the srrnbols to be pro- vided a1e I:?" Equll11ter:il Tri11n1lc: for men, 12·· Di:ameter Cir• clc for women, and "•" thiek, ecnlcred on door. 60 .. hi;h con• tr:istini: C'Olor. (:?,Slla,SC) 20. BATHINC FACILITIES a. One sueh facility sh:all eompl)· when pro\·idcd for the public:, clients or employees. (2,51 la-9) b. Shower comp11rlrnenl sh:all be -12" wide, 48• deep. wilh a 36" wide entr:inec. (2,S l la,9Al) e. Note on the pl:ans th:at the handit'apppcd b11thing f11eilitics shall conform to requirements of Sect. 2-51 !A-9, S-1505-B 11nd 5-1506. C&'JE:RAL REQUIRE.\1£.ll;TS U. DRINJ:INC FOUNTAIN a. The aleo\·e in which the water fountain is located shall be not less than 32· wide by lS-deep. (2.1511c, Fig. 2-5-3) b. Note on the plan$ that drinl:ing fountain shall conform to re• quirements of Sec. 2-Sllc and 5-1507, U. PUBLIC TELEPHONE • a. Provide spaee :io· z .cs· for forward or parallel approach to telephone. (2-Sl ld2) · • · b.-Noi~:~~ the plans that public telephones shall conform to re- quirements of Sec. 2-Slld, 23; E~CTRICAL R£Ql71REME.'1°!5 a. 15. 20 and 30 amp. receptacle outlets shall be installed not less t.han 12· al?ove floor. (3-210-SOe) b. Center or switch shall be located not less than 36 .. nor more than 48"" a bo,·e the floor. (3-380-Sc:) CROUP A OCCVPA."'iCY REQUIREME.'JTS _2-C. AUDITORit.~rs, ASSE~fBLY HALLS, THEATERS, ETC. a. Seatrn, and toilet facilities for the handicapped shall be aeccssi• ble from the main lobby or primal')' entrance. (2-61lb-l) b. This structure requires ____ wheelchair scatin& spae,:s. (2-61 lb-lAl) e. Each wheelchair space shall be eo· z 30• and level. (2-61 lb-1A2f d. When the seatin& c:ipacity exceeds 300, the wheelch:iir spaces sh:all be In m.ore than one loc:ition. (2-6llb-1A2) e. This structure requires _____ scats for semi-ambulant per· sons. Clear lei: space shall be at le:ist 24'". (2-61 lb,lB) f. St:ii:cs, endosed and unenclosed pl:itforms; orc:hestr11 pits, tic:lcet booths, and refreshment sales faeilitics shall be made ac:ecssiblc. (2-61 lb-2, S) DA 2/4/88 .. ESGIL CORPORATION 93~0 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 8-l~-88 JURISDICTION: C.11t OF CAe.1.,.St5AD __,,. PLAN CHECK NO: 88 -Sir SET: .!)_L. PROJECT ADDRESS: ;q b (p tJLt VelJ /-f/ti /J ~p PROJECT NAME: Ou V!?/Jlffi1AI Uu1J/CIPAl ~ J)1s7T D D D OFFICE A-PD! 710A/. 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- cie~ identified ____________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed Gheck list and should be corrected and resubmitted for a complete recheck. · II The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 0. The applicant's copy of the 9heck list is enclosed for the jurisdiction to return to the applicant contact person. II The applicant's copy of the . 80 w--A I< D Su AA Y check list has been sent to: IL/ 4,(o OL! ll £tJ HA/ A.J Rd) O Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has been completed. Person contacted: f;:"ptA.JA-f?..P :5utf1'1 Y MA t L-r:?P ~ ... t?., . Date QQR:tacte!~ J.,.)--17 v8 Telephone # C/53 .-ft?4-?0 REMARKS: -------------------------- By : 5 Y EX> A /.£f::tll ESGIL CORPORATION &-11-&B Enclosures: ---------- -· \ ... JURISDICTION: ~"5f3A--.l) Date 8/;qftl f]s ?e!!.J. 71rt--£ z+ .S&.-ntM.J \. ~~:.--,~'2-~-/~/....::Q7'b~J ~I -~~5~-k-;;(&.~o:-::F::--;.S~Tlr"!E.:::::-::::=-·-:br:-=--l \ PROJECT AO.OR(SS: 1 'f{.,, "'-' VGNH-fl:/ N_ 0-· TO: e:p ~ S-u H-13-Y I '9 f,,, r,, t:>1-/ \/GtJ H-fr1 N kb . PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements . C/11-J F~l!-IJ I A-/-fflN..DI Ch/° A a:.£5 1 HE.-M-,f;;A t,p frDD l Tl D -IJ MUS r frtU:::'ft fYJ U 5 T ~ P '-1 contained in the Uniform Building Code, Uniform C-8A-~S 7l:::t-1=f?~/JES D/(.//,JKI, Plumbing Code, Unirorm Mechanical Code, National Ft0t.JJJT7rf /v.5 sE::;R.1// }JC:, T7f£ El,ec~rieal Code an_d·state laws regulating energy 1-------+-,Av.~..;>J);.._/_71_;0..;.N"""'.· -m-u'7s-:-,-:--C-MJ,1-:--:-~-:;;-:-L--:-Y~.----.-.---; 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 en~orced by the Planning Department, Engineering Department or other departments. The items circled below need clarirication, modification or change. ·All circled items have to be satisried before the plans wil~ be in PrT CIT conformance with-the cited codes and regula~ions. ,_ __ _;µ:.e.".=.J.~..C:..~it..!.~~=--~;.:..:7 -.:.::;....:;ll!C.l.~~~~~:i-,, Per Sec. :,o:, (c), of the Uniform Building Code, the approval or the plans does not permit the violation of any state, county or city law •. ... _ ------·~-----·· ..... _ -, A.-PLANS 3 ~e make all c~r:ections on the original . tracings and subm1t two new sets or prints; and any original plan sets that may have been returned to you by the Jurisdiction, to: .G /~ C0-/<.f>O~/H7CN · 2P C 65 t::h-K..E S7c2J)~J-------J-l~Uii.:=~..t;;_~~-----..:~7...:.:;.:.:::~::;..:..:.--=::....,~ -5 DI 0 3 To racilitete rechecking, please identiry, · · nex~ to each circled item, the sheet or the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 0 The following items have not been resolved from previous plan reviews. The original correction.number has been given for your reference. Please contact. me if you have any questions regarding these items. ---·---·-· ----------------------------- .. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: CJ APPLICANT ~ION >fj-P-~CKER 0FILE COPY QUPS [jDESIGNER JURISDICTION: G;ry {),r CMJ.,1,,s.5fr.l) . PLAN CHECK NO: 58 ~ o:;c, 9-SET: PROJECT ADDRESS: /1ij; (p l)l/ ,/(;:IJ tf/f J IJ j:,j) PROJECT NAME: tJ1--1t1l1J/fft1JJ ffJU#!Cl/>lrl-MlrTC--12-Dis, {pfF/1:P.L> J D D D The plans transm'itted herewith have been correctectwhere 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 trans~itted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a compiete recheck. II The check list transmitted herewith is for your information. . The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. O .The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. II The applicant's copy of the check . !:P v.>ttl4:J H · Su ttA y list has been sent to: /9& ~ 0L/ 1/E;N tfA11J f!-J~ &JU /J/T7t5 CA 12-0 -i.f fl} Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: c.Pc,,J/H<.D s; (//i-/J-y Date contacted: __________ Telephone # _______ _ REMARKS: -------------------------- By: SYeD . A L£GM ESGIL CORPORATION . ~-30-88 Enclosures: ---------- \ JURISDICTION: l/lJ<.,!,,SB,P(j) Oate 1---/ 4--SB "ROJE c r ADD RE ss: 1q (p{,, OL-t V £;Al HR I /J l<D - i o: cPw It-RO I-/ · S: Jf1-A y Jqt,, t., c>Lf 1/E;NJ-r/t I IJ P...p PLAN CORRECTION SHEET "lan:· Check Ne. 86 -O S:Cf-=,- fOREWORD: PLEASE READ 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. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with-the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the ~pproval or·the plans does not permit the violation of any state, county or city law. A. PLANS :0 ~e make all corrections on the original tracings and submit two new sets of pdnts, and any original plan sets that may have been r>turned to you by the jurisdiction, to: t;.SG:,/ v ~,t{1/J '1-:>zo Cf-fEs1rfe1t/t-t P/c, s75 ZOB 5A-l'I Vt~o, C-A '9z,,z3 0 To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet h~s been m~de and return this checl< :shee.t wit.h tho revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plan~ rccci~cd b; ~lai, checker (; ~ 30~ 88 ,Z,. >-1.D 1-I I. t;) a Date plan check completed -/ ..,--o fl Br. s~ A l@:rO· - (W!f'J N0--rc t:uJ J--0 VIJDATl e/...J /'C..P,-/J Tlf-A.-y· . -H /Jf?-/ {)/(,. -rt) C-~,R..., ~VEST//J~ A Bu! L-.P I rJG DF::f A R.1 '"/fJ E tJ T fDU;...lr;>A Til/J 1. ,J.5 f 6L-77 ~,-L,. t/-/ f:; SOIL~ 6 rJ ~ fr/ f f ~- .SH/f-l.u 1+pv1~e '11-1-t 13 ti/ U) IN q t FF /Ct/} - IN JNl-/-n;AJC::, 17M-r-.,,. c:i) 1/t& bUJ LDI J-J&:,. PAD vJtrs PR.f;fAR£.D 1tJ ACCDR.DA-t.JCE vJ In+ 7H£, So;LS, /Gc-f 6f!-1 . bJ ;f/& ,, Lil/l-/T'f f/?EtJ(_!-f E$. · /./ Av~ 8ecAI t> /<.,!) />£1<, L,, y 8kuc FI L-L G .D /hvf) L-D.-1'vi f !+L--reP, frNO~ f..e, J '{HS-fC>IJ/JJ?/tT1o!{_tX-Orv ft77 l)IJ°S_ f-0/!.ft?I/Jq /rN lJ /<.GJJJ f lJ /!..Lt-/YJ t?N I Co/YJ ,PL-'f WI n+- 7rlf; SO/ l-S /<Ep~ /<::f /rtJ P MP ,,e__o v ED PL-l'rN ~ _(~o) !Joq-£ £)/J /JL.lrJJS T/-l/t-7 V i2. IJ 3---f· Tl<.. u ss. ~ l>£Sfc,tJ AND VE;TA--J i,s. ..5 J--t";o/U, 6£ WBfY"J I TTf:D 7t> C-tT'( Or CA-1<-U:,. bAP P/?..J ~/6 rv F-AB i<---1 C... A-11 0 A..J , " - (tfJ/1 Fo,Z, M /tlvD l C.Jt-P C!....!t£C.t .. L ls T $(-hS-vJ ---n-,--e-fO'-LO vJ 1 /..Jq (T) .s~ frA-IJP1CfiiJ f>~t 1J 6J 5/JA-LE. £)/z_ .5~ tflt4J '(OU ltt:.£ C0!J¥L,Yt~ f;l)/n-1 7l:f1 ~ ~-=-,{)__ u I !LE /ftE;'/J f. ~JI)$~ tt~ J-1-k/J OCA-P AC.C..bSS /~ Pl?...[) u t/JW Fo/4 N !3-;,J lrP D ! 711/J, -1A. pµ c1 r QE /fMv O I u1fl /r4-ES.S. I 8 I l 71 514 tJ -rtJ IYJl'r/ !J fAvrP-~ tv as. ~ 1'f +e B UtL.,O) rJ6; I · 1v1 ft,ov1of;, l..h\J (:;;·12, trR.,. fv.s.1+ fOl-t- /-r/f14:;;~Me FDR, P.-w !)ooe.s. ('.282.) Sf~ fr,,A C-H f;-p ltJf:/2.6/Y GH-&:Lusr: ..,___, ,,._ .(~5) :C N CofU>Mf'rTc I tJ r71f; f LltNS. £)-/<, -6pEQ FI C/t1l a/J t:> 77ft A-T71tt./-t {3-f) ti1'7 I Lt, 2.4> ff) fr1J p A 7f) I< 'f /<.£Q [} I l<f1>7t-fJ[S" frlJD 1/-f& µ11ru? VI-C-£)/Jf..7'1it/C17 {) Iv t-D M f l-1 Ju.JC£ 'z> Tf'rTE::m E:tJf R.EQcJJ Rf:T(\ fAJTS:. V I~ /,,re-/,.,. On JMuary l, 1987, new sta.ndards, Md a new design sr.a.nual, Ye.nt into e!feet to govern the energy desitn for new heated or cooled lovrise o!fice buildinss, (i.e. 3 stories or less). 1'he ne._. sta.ndar~s a..-id design also apply to alterations or additions in,•olving heated or eocled space in existing lovrise o!fiee buildings or existing shell er specvlative buildings wherein he.ated or cooled o!!iee space is being_ proposed or lighting is being extended to ne'J · conditioned spaee. Ihe new sta.'lla.rds (11,. pages) a:,d the ne'J "I>esigning £or Cos:zplia.nee" ma.nual (i.oo+ pages) contain !orms Md design instruetions that an usential to developing a comj>l)'ing design. To order the stAnda:ds and 1D&nual you can contact the California Inergy Coll'Cission., Accounting Office., 1516 Nortb Street, MS #2, Sacrame."lto, Cali!orni& 95814 (Telephone (916) 324-3014) • . . ?lease address the circled items and, vhen re.submitting, provide a copy of this_sbo~ng the .page, det:.a.il, etc. vhera e.ach circled ite.11 bas 'been addressed. ·o In new or existin-g buildings a 0~ ~ Certificate 0£ Compliance (Form CF•l) 7 - JllUSt be completed and imprinted on the :rhe upper le!t corner of the Certificate of Cos:zpliance (CF•l), Pages 1 and 21 must; show the name o~ the ~ocumentation. • plans i£ HVAC or lighting is being extended to a ne'J conditioned space. • _ . (l-13 ~\lill_l).. •··•·· ..... -. • •...•.•.. ••. . ...~ ....... A Certificate of Cocipliance (CT-1) is required to be imprinted on the plans for shell or speculative 'buildings vhere lighting., HVAC or other improvements vill 'be made by _the tenants. (Manual 1•13) Multiple Certificates of Co111rliance (CF- 1) are required to be imprinted on the plans £or speculative pr shell buildings., vhen the fin.al occupancy is not known 1.t the t!J:ie of the original buildil'.lg percit. Ihe :iulti;,le CF-1 documents should address the potential uses., i.e. oC!ice., retail sales., etc • ., and should apply the appropriate sta.nd:i..rds to the specific oceupancies. (Manual l·ll) e Iha Certilicate of Cocipli&l\ce {CF•l)., PAg• 1# must be signed in the lower right by the l tc:ense<S parson ,.,ho is attesting 'th.1t the design complies with the regulations. (&nuAl 1·14) A C,v,i- author, vho need not 'b~ a. licensee! person. (Manual 1-11+) · "' @ .. -!he owner of the building· -~ t ·sign· in . the appropriate place on Page 2 of Certificate of Compliance (CT·l). (~ual l·l,.) 8 e 'Ibe design entities (electrical., etc.), s:zust sign in the appropriate space on :Page 2. of Certificate of Compliance ca- l). (Manual S-4) Note on the plans., near the imprinted Certificate 0£ Compliance (CF·l)., "A separate copy of the Certificate of Compliance (CF-1) has 'been retained by the owner and will be made available to future owners or !uture ten.ants •11 (Hanu:il S-4) /!';ue. ""-J ~c~ a,(. A,,~ 1-f~rcrcr YB-< r $(("-' LH@f: l!o,•-11!t.,AA.Je..(f" 8 8 ~otc on ~~e plA-~=, near tJ';e imprinted Certi!ica~e of Coi:-:pliA.Tlce (CF'·l), ''At t.he time of perr::it issUL.~ce, t.he pe~i ttce vi l l p:cvide an app:-o,·cd copy of t..~c Certi!icate of Ccr:ipliMce (CF-1) to t..'"ie j1.:d.sclicticn", for. !iling. {\raC ~ection 302 (a) 7). I! a Certificate o! Co=rliMce (CF-l) ~as previously prepared !er this entire ·building, er £or iJ:lpro,·e.~ents er alterations in this 'bl.lilding, provide a copy cf the apprond Certificate of Co=Pliance (CF-1). (Ma.nU&l s-i.) '1'he building is a mixed use building L"'ld a Certificate of Compliance (CF•l) must be prepared £or each use unless the subordir.ate OCC\.tpanciH total less than 1,000 s.r. ~ ue iess t:l-..an 10% of the total conditioned floor area. (Manual 1•22.) e.xi~ting total shov the p:-opc~cd resistAnce (P.t) or for expcscd !loo:-s or sof!its scparAting con~itioned space from non·con~itioned sp:ice, -using ror-m CF'-2. Proviuc A ro~ CF-3. (Slab·cn-g:ade floors are not eonside:ed to be floors fer tliis item,) 0~ On 7 --allo.-ed total Line B, she~ the =iniz:n.i.~ resista..~ce (R~) fort.he from the pack.age you ·e !leer ta.ken selected. On cr-1, Line 9~ if there are di££erent t)'PeS of YAlls, Sholl the proposed or existing Average total resista11ce (Rr_), · using cr-2. If only one 'tr-all t)'Pe, only CF-3 need be coc:,pleted • .St-iOCJ €~.&t:c. -r e OF' Co-~~eS>/Nf l<-19 /3A-rr /AJ Z.,it::.S r:.d,SrAe~ _ On cr-1, Line 10., complete cr-2 if all S~cr ... ,..,.,.,.,.=.,,, opaque 'lola.lls and doors l-.ave the sa.me he.at capacity., generally a He.at Capacity lus th2l\ !our. If there are 1:1Ultiple Valls having diff'erent heat capacities, this may be left blank'" • 8 On CF·l, Lina 11 shov the occupancy ... ~ t~e, i.e. lo-wr:tse office. . .. __________ Q ~ On CF-1, Lir.a 21 shov the occupa.ncy ~ On CF-1., Line ll, sbo11 the Jlll.nu:u= required total resist.a.nee (Rr_) £or opaque valls and doors. If s:iultiple valls, having diff'ere."'lt Heat Capacities are proposed, shoW' the area veighted average using cr-2. S::-0'-7 3-2. 9 On cr-1., Line 3, show tha package selected, i.e. A, J, c, D, E or Perfo:n::anca Approach. ~ On CF-1, Lina i., sho-,1 the conditioned floor are& being •ddrassed by th• • docu.-:enta.tion. ,,.t On CF-1, Lin• 5, sbov t.~a pr•p~sed •• existing total resistance (Rt) !or the roof. If dif!erent types of roof, complete cr-2. Complete a CF-3 if only one roo£ type.· e On CF-1., Lina 6 1 sho-., the i:iinir.:ur.a alloved total resist.l.nce (Rt) !or the roof taken from the p,:u:k.1ge you ulectecJ. 8 On CF-11 Lina 12, sho\l the total exterior \fall area for the entire building or that pore.ion covered by the neW' standards. l'he exterior 'II.ill a.re.a should includa opaque walls, doors and vi,ndo'lls bet~een the floor and the bottom of the floor, or r00£., above., th4t separate conditioned space fror:i non- conditioned space. Provide a CF-2. On CF-1., Line 13, show ~~e totul glu~ing in .'\lulls separating conditioned space from non-conditioned space. Provide a CF-2. 8 On Ci'·l, 'L.ir,e 11.., she.., the percent of u:ter-:cr ._,&n, 'be:vecn conclit.icned A.nd non-eonditio~ed ,pace, th~t is gla:ed, i,e, Linel'ltivided 'byLinel2 ti:ies 100. r On cr-l, Lir.e lS, shew the a.ver~t• shatinJ cce!!icient !or all gla.:.ing, supported ~1 a cr-2. lf only one type 8 · cf gla.iir.g, no calcula.tion is necessary j~st enter the shading coefficient !or th• sl&:.ing. , On cr-1, L!lle l6, anter th• allowed perce.nt ol sla.dnr, !o'I: the . selected pacuse, used on the avuas• shacSins eodfic!e."lt sbovn on Lina l.S. This entry sbcx:ld ba gru.te.: than the Lin• l,. entry. ~-On cr-1, L!.n&S 17 through 11 should be lef.t bla."lk !or lowrisa off ic:• l:,uildings. (jj &e:J 1Qe Ce-~1.t!1"G' Ne!(.,.) ft-vt:J Ex,J.,.''Vf Mec.~,._#.J,e,,.:r_ 8 A .-J S '"to .SH ow j? q~ u I If£,:; . Ow i"'"s14? AJl'r 6~ 11<! ~1-1A,.1,c..t:r.. Vt!'~ i'1e.A #,Ar/~ ,v V. /3 C S etU,t:>•.Js la" ,;/?o.~ .. . Q~ On, cr-1,.L!nu 11 through 191 .~ter-. the proposed aru. of skylights and th• alloved a:u. per the paws• selacted. If more tl'.atL 8 skylights attach a ---• -·• = ST -;•••---.,. . , ~epa::a.te sheet. ·---------------------~ fA.,.~C~t<Y e-'1 ~A/..J Np-r ~-.y) A eo~t"-rLref c,J~/?r: l:::' l<d111w w, '-<-/.3 '5" Ct A ~ g hi H ~ ~ Oo 14"1 t-? 1. 4:rd' .. -.. -~~· --·---------- .. PROPOSED CONSTRUCTION ASSEMBLY 0 AVERAGE U-VALUE {Design) RESIDENTIAL • project title project location. documtntttion author _e, ' \ . .2. A-~;.,+..:-~ . . ( Sket~h of Construction Assembly Framing Sizt !k.:· x kl_ .. Framing Spacing lk,_ .. o.c. 0 Floor Ji( Wall 0 Ceiling/Roof II W•K. ch•d th• ap_propri•t• w•ight: yi , ... than 25 lb/ftl 0 25 to 40 lb/ftl CJ gruter than 40 lb/ft• Form ~A (Aw. siii> -· climate zone buildins permit number date List of Construction Components (for Nction between framing members) 1. 7/f}' o/Tl..lUO 2. ~\U?l~ ~~ 3. ~\q lN~~k[1t7f-..l 4. \ft}' 4'f WM ~t7~ 5. 6. 7. 8. 9. Inside Surface Air ·Film (Use Table 2, Design Values) Outsfde Surface Afr Film (Use Table 2, Design Values) da1t R-Value of Components (/. lei Total Thermal Resistance (RT ) l 9-~t sum of the above AVERAGE U VALUE OF ASSEMBLY . Framing Factor I Ar from . above /, je:, +19.3'1 = 0.06 Btu/(hr. • ft2 • 0F) Figure 2-3. Form 3 for Wood-framed R-19 Wall Mandatory Measures 2-20 c~6o REQ{ _) • '" TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifica~:or.s) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic oevice for reducing HVAC·energy use during periods of nohuse 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 reolaceable fixed set-point devices shall be p~rmitted i~ installed so as to maintain scace temoerature s'et points in the zone that they control; 3. ~e 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 HVAG system has both heating and cooling capability; S. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all cooling. at i8°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-531S(a) 4, 2-5315 (a)Si 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 condi tion'ed and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. ' .. Control Devices for Indoor Ligh~ing Sec. 2-5319. Controls for lighting loacs wit~in the building envelope shall meet each of the following re- ouirements. · fa) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled ligh~s or the area being lit. Switching devices in addition to, but not instead of, the required. readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be ~ontrolled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illunination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamp in a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the -area. Occupant Operating and Maintenance Information to be Provided by Builder The build~r shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excl-uding: 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. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 DATE: 0 APP;LICANT ~TION jPANcHECKER -JURISDICTION: PLAN CHECK NO: SET: 0FILE COPY QUPS !!DESIGNER PROJECT ADDREss: IC/l?b OuvE:IJ Htt1/J ,<o _., PROJECT NAME: 0L;ve/J/f1Htf /YltlN/C/f'fr~-v,llt-ff:e: C>1s.roc(trFF A:00) ,"# __ ., 0 The plans transmitted herewith have been corrected where nece,ssary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- D cies identified~-~------=---are r~solved and checked by building d~partment staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck·. II The check list transmitted herewith is for your information. . Tl;le plans are being held at Esgil Corp. u·ntil corrected plans are submitted for recheck. · 0 The applicant's copy of the qheck list is enclosed for the · jurisdiction to return to the applicant contact person. II The applicant's copy of the check list has been sent to: WNA1<.D ff. St.41A '( /£/6 b tJL1t1eNJilt1N -/!.c, _!3-NUNt71fS1 CA .1/ZIJ?,+ . f O Esgil staff did not advise the applicant contact person that plan check has been completed • • Esgil stat£ di~vise a~pli~ant that the plan check 1,as 1 ,-, , been completed. Person contacted: E..DIA.lftf(D /-/ · .5V tM T Lf_~d.;;;1-J , Date contacted: .5/23 --------. Te-lephone~53-b4:'t'f::,0 ~ REMARKS: _ ~ -----------------,-.--~ ay: s yeD A «.e e--rn ESGIL CORPORATION 5'-!0-&8 Enclo.sures: -----,--------- V ., PLAH cmxx NO. _B_f;_-_tJ_~_Cf_,;.r ____ _...,. JURISDICIIOH: C,-rY OF Crt-l<../...6 Bk[) l'O: __ w._·_w_kf<.D_-__ H-_,_Su-"-H-lt_~t-__ __ f>-2, • OCCOPABCY: ___________________ __ BOll,DIM; USE: __ {),f __ f_l C_~_-________ _ \J-N TYPE OF COl(S'XRDC'n()K: __________________ _ .Al.LWABLE AREA: Sl'ORIES: I BKI«m: SPRllOCLi!RS: No ocaJPAK:t LOAD: 5Lf: j; REMARIS: Date plans received by jurisdiction: _____ _ Date plans received by Esgil Corp. :_S __ -_I_0_-_8_8_· __ Date initial plan check completed: Applicant contact pers~,n: Plan.check is limited to technical requirements cQntained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code a,nd state laws regulating energy conservation, noise attenuation and access for the disabled. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on iaws and ordinances enforced by the Planning Department, Engiµeering Department ·or other departments • Present California law mandates that construction comply with Tit:le Z4 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1985 UBC. The circled items listed need clarification, mod-ificatio~ or c~ge. All items must be satisfied before the plans will be in conformance with the· cited codes and regulations. Per Sec. 303 (c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law, To speed.up the recheck process, note on this list {or _a copy) where each correction item has been addressed', i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised.plans. List No. 80, GENERAL COMMERCIAL, WI?HOUt ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEHEN'!S A. 0 /. B. ,/· I· -6. I·· 0 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. GENERAL Provide the site address and a vicinity sketch on the Title Sheet. ' Provide the names, addresses and telephone numbers of the owner and the responsibl!! design profes.sionals on the Title Sheet. All ,sheet~ of the plans and the·first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Indicate on the Title Sheet whether or not a grading permit is required for this project.· Show on the Title Sheet· all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not includea with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Buiiding Code Data Legend on the litle Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Ju~tification to exceed allowable height or stories in Table 5-D. (if applicable) I r· c. G }i. I· 0 JO· ProYide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Table 9-A. Sill PLAN Provide a fully dimensioned site plan drawn to scale-. Show north arrow, property lines, easements, streets, existing and proposed puildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate, any side yards used to justify increases in allowable area, based on Section 506. Show on the site plan. all proposed wails, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of thi~ permit. Clearly dimension building setbaclcs from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Show and dimension ort the site plan all building projections · including eaves, balconies, cornices and similar appendages extending .beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients·of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. Show the locat~on· of any designated flood plains, open space easements, or other development restricted areas on the site plan. 2-1. Provide a reference on the site plan to any details or specifications for required site improvements to comply with the Title 24 -disabled access requirements. © f~vn::e :fu611F1cA170AJ Jr boll-PIA.JC:, ;,s z_.. s~y e->'C-Eer;> .Au...ttw1t81.-e ~ a:,-;v 8£ ~ I A.) 77rftl£ ~-C.. , OOV6L.G-o 7/29/87 2 D. ~- ~- 1'· ,8· jo. ~- .When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening prQtection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this acception is used, show how the building(s) will comply with Section 505. When a new building is to be erected on the same property as an existing building, the location -of the assumed property line with· relation to the existing building shall be such that the exterior wall and opening protection of the exisiting building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of ·court walls, per Section 504 (c), See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than ___ feet to a property line or an assumed property line, shall be ___ fire-rated construction. Section _______ 03. Exterior walls shall have a 30 inch parapet when less than _____ feet to a property line or an assumed property line. The uppermost 1811 of such ~arapets shall be noncombustible. (see exception, Section 1709.) The exterior wall shall have protected openings (3/4 hour) when closer than ---feet to a property line or an assumed property line. Section ___ 0,3. The exterior walls shall have no openings when closer than ____ feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section ____ 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 {a). , Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 ~nches into areas where openings are not allowed. Section 1710. 7/29 87 ,. 1· E. Projections over public property must comply with Chapter 45 • Projections may not extend more than one-third the distance from the exterior wall to the property l~ne or one-third the distance from an assumed \'ertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). When openings are required to be protected due to location on_property, the sum of openings shall not exceed 50 percent of the total ar~ of the wall in each story. Section 504 (b). A covered pedetrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected, Section 3305 (i). Exteror stairways shall not project into yard;. where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 · feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d), Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the-structural fram~ for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected, Table 5-A, Section ___ 03. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). Q As shown, the building(s) is/are over area for V the Type of Construction shown, Table 5-C. 3 ... f· ¥· JA. F. sf. 5/. l'he total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. No single story can exceed the basic area all9wed by !able 5-C plus the increases allowed by Section 506. Unless considered a separate story, the flo~r area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). A basement need not be included in the total allowable area, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d). AREA SKPARAnOH WALLS Area separation walls may sepaJ:"ate portions of a building and allow each portion to be considered a separate building, however, the area.separation wall must be four-hour in Type- I, Ii-F.R., III and IV buildings; and two-hour in Type II-one-hour, Type II-N and Type V buildings. Section 505 (e) 1. Openings in four-hour area separation walls are required to be protected with three-hour f.ire- resistive assemblies, and l-1/2 hour fire- assemblies in two-hour area separation walls. Section 505 (e) 1. Openings in area sepµ-ation walls are limited to 25 percent of the length of the wall in each story. Section 505 (e). If ar.ea separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and · the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements. l'he exterior walls, and projecting elements above, must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Walls supporting the exterior walls must be one-hour. Openings in the one-hour walls l;!IUSt be protected with three-fourths-hour assemblies. Section 505 (e) 2. All area separation walls must extend in a continuous straight vertical plane from the _foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may terminate at roofs of entirely noncombustible construction. Section 505 (e) 3. 7/29/87 f· Two-hour area separation walls may termina. at the roof sheathing pro~ided that: /· }·· l ~'here the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less ·. than one-hour fire-resistive construction for a width-of not less than 5 feet on each side of the wall. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. Openings in the roof shall not be located w.ithin 5 feet of the area separation wall. The entire building shall ha\•e a fire retardant roof cover in -~ccordance with Section 3203 (g). Section 505 (e) 3. Area separation walls, which separate portions of buildings having different heights, may -terminate 30 inches above the lower roof level', provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceilng elements shall be one-hour for the entire span. In each .case, const;ruction supporting the roof/ceiling shall also 'be one-hour construction. Section 505 (e) 5~ No openings in the lower roof are permitted within 10 feet of the area separation.wall if parapets are not provided. Section 505 (e) S. Show the basis for the approved fire-resistive construction elements for the area separation wall, par~pet, ·and ceiling assembly if used in lieu of parapet, i.e., Item Number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Man~l, Item FC.5406). 4 f· 5). s/· f· G. t· t· /6· H. /t· Parapets of area separation ;.·alls shall have noncombustible faces for the uppermost 18 inches, including counterfla.shing and coping materials. See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and de.tails on your pians. Provide complete details of the area ~eparation wall(s) to show compliance with Section 505 (e) 1-5. Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). BUILD~ m:IGB:r/~ Clearly show the maximum building height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the f.inish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. The height and number of stories caJJnOt exceed that shown in Table 5-D. Show the code basis for ·the height/number of stories as shown. One additional story would be permitted beyond that sho~ in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section ·so6 (ar~) or Section 508 (substitute for one-hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. Where one-hour fire-resistive construction is required,. an approved automatic sprinkler system, when not otherwise required, may be .. substituted for the one-hour construction. However, the fire sprinkler system· shall not waive or reduce fire-resistive requir~nts for; occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of ~onstruction separation per Section. 1701 and atriums constructed in accordance with Section 1715. Section 508. 7/29/87 r· f· 1)· f· Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Detaii how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind maiiboxes, fire extinguisher cabinets, electric panels ~ceeding 16 square inches in area, etc. Section 4304 (e). Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303 (b) 6. Detail how fire-resistive wall and ceiling. protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303 (b) 6. ·Roof/ceiling and floor/ceiling asse!]lblies must be of one-hour construction. Detail fire assemblies on plans along with their ICBO · number or other I.D. number from the Fire- Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC. Detail water heater vents located inside fire-resistive wall construction or within fire- resistive shafts. Section 1706 (a). · Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). · Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in g<lrage areas per Section 4303 (b) 5. As.a minimum, show a 22 .ga. steel j~cket around each column to _a height of 3 feet above the ground. for impact protection. Structural members such as beams supporting more than one floor or roof must be individualiy fire protected. (Section 4303 (Q) 6.) Detail required protection. 5 t· /o- f!· I. r· Clearly specify minimum thickness of walls, and slabs to provide _,.,,...,, __ -hour fire-resistive rating per Iable 43-B and C. Clearly specify minimum cover for bonded reinforcing at __ fire-rated floors, -,,..,-----,-fi~e rated columns, -e-.,-----fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls as specified in Sect~on 4304 (e). , Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302 (a) •. Foam plastics shall not be used as interior finish except as provided in Section 1712. When walls and ceiling are required to be fire- resistive o,: noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. · The furred space shall be filled with inorganic or Class J material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. When finish materials are set out or dropped more than 1·3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire~ retard~t treated wood may be used. Section · 4203, 2. All interior wall or ceiling finishes less than, 1/4 inch thick shall be applied directly against a noncombustible backing unless i~ is in accordance with an approved tested assembly. Section 4203, 4. 7/29 87 0 .] . ,. 1· t Provide a note on the plans or on the finish schedule, "Wall and ceiling materials· shall not exceed the flame spread classifications in ~C Iable 42-B.11 A ____ -hour occupancy separation is required between ____ occupancy and the ..,...,.,......----~-occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See exceptions in ·section 503) Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 750 sq. ft., less than 25 percent of the floor area of the major use and not related to an H- 1 -or H-2 occupancy. Section 503 (a). Provide ---.·hour fire-resistive door assemblies in the __ __,.·hour occupancy · separation. Section 503 '(c). A B-1 occupancy in the basement or first story of a building housing a group B, Division 2 occup~cy may be classed as a separate building. The building aQOve may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of' stories and type of construction ONLY' if the conditions of Section 702 are met: I· ,. /· f B·l is Type I construction. B-1/~-2 is separated by a three-hour occupancy separation. B-1 is restricted to passenger vehicle storag~, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). The maximum building height does not exceed the limits in Table 5-D.for the least type of construction. The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In. Type I construction, no openings are permitted in exterior walls less than. 5 feet from a property line. Section 1803 (b). All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected· by a one. and one-half-hour assembly. Sectiori 503 (c) 2. Tables 43-A, B, C and Chapter 43. 6 ~- 78·· 1rfa. Structural members supporting an occupancy ·separation must have the same fire~resistive rating as the separation. Section 503 (b). ~o openings are allowed in a four-hour fire- resistive occupancy separation wall. Section 503 (c). Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c). A two-ho1,1r fire-resistive separation shall be not less than two-hour fire-resistive construction. ·Openings shall be protected by a one and on~·half-hour assembly. Section 503 .(c). A one.-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c). Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 sq. inches and not exceeding 100 square inches per 100 square feet of wall may be install~d and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304 (e). Fire-resistive floors used for occupancy i;;eparation shall have openings for mechanical and electrical equipment enclosed in shafts per Section 1706. lM. Clarify that wiring within concealed spaces T complies with the Mechanical Code and UBC Section 4305 (e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306 (j). Usable space under the first stocy shall. be enclosed and shall be separated from the non- usable space ·as required for one-hour fire- resistive construction and the door to the .. usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. lJS. Show the basis for the rating of the occupancy 1; separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc • . 7/29/87 ips. ~- Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000 sq. ,ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). OOrs In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a).. In areas where the occupant load exceeds __ , two exits are required. See ________ _ Table 33-A. Exits should have -a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). The maximum number of ,equired exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard or court the minimum width of the yard or court shall be 4411 and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 {b). Where required exits enter an exit court (see definition, Section 404 and 3-301), the exit court must di~charge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 ( d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. Change in width in a exit court shall be effected gradually by a guardrail at lea,st 36 inches high and making an angle of not more than 30 degrees with the axis of the court •. Section 3·311 (b). Walls of exit passageways shall be without openings except exits ·and shall have walls, floor~ and: ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive.construction. Exit openings in the walis shall be protected by a three-fourths-hour assembly. Section 3·312 (a). · ¥5· Basements require two exits. Section 3303 (a). 7 0· Total width of exits in feet shall be not less than total occupant load served di,·ided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the ma>:imum ,ddth required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, .horizontal exit, enclosed stair.way or· exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions). 1/8 •. Double acting doors are not allowed when serving a tributary occupant load of more.than 100, or whe~ part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304 {b). Exit doors should swing in the direction of egrees when serving an -occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors ______ _ ~ Exit doors should be openable £rem the inside v:J without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doo~s serving 10 or less occupants may have a night latc,h, dead bolt, or security chain per Title 24 2-3304 (c).] · l:,..(. Exit doors from assembly rooms with SO or-more I,. · occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. >23· All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are eq1,1ipped with panic hardware. Section 3318, Exit 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). lhe net dimension (clear width) at _doorways should be used in determining exit widths . ~equired by Section 3303 (b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door ~ Regardless of occupant load, a floor or landing V not more than 1/2 inch ·below the threshold is required on each side of an exit door. Section 3304 (h). 7 29 87 y:a. When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (i). Doer landings sha.11 have a length measured in the direction of travel of not less than 44 inches. Section 3304 (i). Doors-should not project more than 7 icnhes ~to 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). _ro. Ramps required by 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. 1/1. Stairway width must be at least 41+ inches when serving 50 or more occupants; 36 inches when less than 50. Section 3306 {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 nosing. 1/3. Stairway handrails should not project more than 3-1/2 inches j,nto the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2. x @ 1611 o.c. nailers. Section 3306 (m) (n). Landings should not be reduced.in width more than 7 inches by a door when fully open. Section 3304 (i). l_.J.. Stairways from upper levels which extend below r .the level from which egress from the, buitding is provided, shall have an approved barrier to -preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). Vertical distances between stairway landings are limited to 12 feet. Section 3306 {i). 8 .' All interior stiirwavs and ramps shall be enclosed. In other than H-6 and I occupancies an enclosure is not required if sen•ing only one adjacent floor and not connected to stairs or · corridors sen·ing other floors. Section 3309 (a). Stairway riser must be 4 inches minimum and 7 inches maximum and mini.mum run shal 1 be 11 inches. Section 3306 (c). See the exception for private stair.1ays serving less than 10 occupants. · 11/) •. Winding and spiral stairways are permitted only / in residential occupancies. Section 3306 ( d). 11/1. Stairways should be enclosed as specified in / Section 3309: ,. I- f I· /. Two-hour fire-resistive walls are required in buildings of Type I and II-F,R. construction, and ·in all buildings 9ver four stories, and one-hour elsewhere. Only exit doors are allowed to open into exit enclosures. Doors should be labeled one and one-half- hours or one-hour fire assemblies. El:tit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-~esistive construction should be a.s required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor, An approved barrier is required at the ground floor to prevent people from _ accidentally continuing to the lower level. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (p). 1zh·. In buildings four or more stories, one stairway r must extend to the roof. Section 3306 { o). It must ~ in. a smoke-proof enclosure in buildings . over 75 feet in height. A firs~ story as allowed by Section 1oi shall be included in determining the number of stories when determining if a stairway to the roof is required. Section 3306 (o). 7 29/87 1'1. ·Handrails are required on each side of 7, stairways • Stairways required to be more than 88 inches wide shaU have intermediate handrails. Stairways less than 44 inches wide ,may have one handrail if not open on both sides. Private stairways (l tenant), 30 inches or less in height, may have one handrail. Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and, except for private stairways, at least one .rail shall extend 6 inches beyond top and. bottom risers. handrail ends shall be returned or shall teI'l!linate in a newel post or safety terminal. Section 3306 (j). Note: r· fs· Title 24 requires handrails on both sides. to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyound the bottom nosing where disabled access is required, The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at · least 1-1/2 inches between the wall and tbe handrail, Section 3306 (j). 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 330? (1), Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies ~ving a three-fourths-hour fire protection rating when the stair serves a floor level })aving openings in two or more floors below it. See exception above·. Section 3306 (1). Buildings four or more stories in height shall have a 'stairway .numbering system complying with Section 3306 (q). <X>RRIDORS Corridors and exterior exit balconies serving 10 ore more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection, Section 3305 (b), 1ifo. When a corridor or exterior exit balcony is T' accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (£). 9 1i/i. Corridors serving 30 ,· have walls and or more occupants shall ceilings of one-hour construction except: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less then the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action· of a smoke detector per Section 4306 (b). Doo,;s 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). Elevators serving more than two stories shall not -Open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h), Section 3305, 1/5, Duct penetrations of fire-rated corridor walls r and ceilings shall have fire dampers per Section 4306 (j). - One-hour corridors shall not be used as an integral part of a duct system. This includes the spa~e above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for-all floor, walls, roof and all penetrations. Section 3305 (g). Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used, Section 3305 (g), 7/29/87' 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). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). 1'. EXIT SIGHS 161. Exit signs are required for exits serving an occupant load exceeding 49. · Show all required exit sign locations. Section 3314 (a). 162. Show. that exits are lighted with at least one foot candle a~ floor level. Section 3313 (a). 163. Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 _ in I occupancies, 100 in H occupancies and 30.0 in all others). Section 3313 (b) 1, 164. Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-1, -500 in A-2/2.11 750 in churches, 100 in 11 s _ and 500 in B-2 occupancies used for retail sales or offices). Section 3313 (.b) 2. 165. 'lb.e exit sign locations as shown are not adequate. o. ~8-. Elevators shall be enclosed in a one-hour shaft -except in Type I and Type II F .R. construction where the elevator shall be in a two hour shaft. Elevators in other than Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. Section 1706. Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts arid one and one-half hours in two hour shafts. Section 1706. Elevator shafts extending through more than two floor levels shall be vented .to the outside. The area of vent shall be not less than 3 1/2% of the shaft area l!nd a minimum of 3 square feet per elevator. Section 510~. Elevators in high rise buildings shall comply with Section 1807(b). Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103{b). 10 Doors other than the hoistway door and the elevator car door are prohibited at the _point of access to elevator car. Section 5106. Revise the number of elevator cars per hoistway enclosure to comply with Section ~103(a). Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. 1-.l. Provide clear inside elevator car dimensions as y~ required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). I· One elevator in buildings more than three stories or buildings where disabled access is required to upper level(s): 61-811 by 4'-311 with a mini.mum clear opening width of 4211 • /• Elevators other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches f wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. Elevators other than in (a) above s~rving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a mini.mum clear door width of 2 feet 8 inches. P. GLASS Alm GLAZlrE 1/s ;-Specify on the window schedule the glass type and thickness to show compliance with Table 54- A and B. 1~. Glazing, in the same wall plane as a door, must r be safety glazing if within 12.11 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 1-.4. Glass in excess of 9 sq. ft. with the lowest '1 ' . edge less the 18 inches above a walking. surface shall be safety glazing or shall have a horizontal number not less than 1-1/2. inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. . Q. ~ A fire-retardant roof covering is required. See exceptions under Section 3202 (.b) • Specify roof pitch. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ____ _ 7/2.9/87 8 Specify roof material and application. Specify.ICBC, UL·or other recognized listing approval number for roof materials not covered in UBC. 181 Specify roof slope for drainage or design to I • support accumulated water. Section 3207 (a). i/4, 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. Draft stop roof /cei.ling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 LF, if sprinklered). Section 2.516 (f). B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 ~q. ft. of single floor area shall have smoke and heat vents per Section 3206. 1iia. Provide skylight details to show compliance T-with Chapter 34 and Section 5207 or provide ·rcBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBC or other recognized approval listing. Show attic ventilation. Mini.mum vent area is 1/150 of attic area or 1/300 of attic area if at least·5o percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). 171. Provide a minimum 2211 x 3011 attic access opening (or 3011 x 3011 if equipment is in attic). Section 3205 (c). R. ,,2.. Fire sprinklers are required for any story or 7· 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 fract:i,on thereof of exterior wall on at least one side, or when openings are provided on only one side and th~ 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 tetminal rooms. Chutes.extending through three or·more floor shall have additional sprinkler heads installed within such chutes at alternate floors. ·sprinkler heads ·shall be accessible for servicing. Section 3802 (b). 11 Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than thre.e stories in height. Section 3802. 1cl6. Fire sprinklers are required in H occupancies '/' when exceeding the areas in Section 3802 (f). ya. Provide fir~ sprinklers in establishments when the uhseparated rooms exceeds Section 3802 (c). drinking and dining total area of 5000 square feet. Provide fire sprinklers ___________ ___ ----------------------- Section 506, 507, 508 or 3802. jurisdiction ordinance. See also When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Section 3803. 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. · ·s. POOimA:r!OH OProvide a copy of the project soil report '-J prepared by a CAlifomia licensed architect or civil engineer. The report shall include foWldation design recolllll8ndations based on the engineer's findings and shall comply with UBC. Section 2905. 202. -Spec~fy on the foundation plan or structural specifications sheet the soil classification, ·the soils expansion · index and the design bearing capacity of the foundation. . 203. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has bean determined that the recomendations in the soil report are properly, incorporated into the plans. (When required by the soil report). 204. The foundation plan does not comply with the f~llowing soil report recommendation(s) for tjlis project · 205. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 206. Note-on the foundation plan that: "Prior to the contractor requesting a Building Department foundation inspection, the.soils engineer shall advise the Building Official in wr,iting that: a. the building pad was prepared in accor~ance with the soils report; b. c. .the utility trenches have been properly backfilled and compacted, and; the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 207. 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. ;/a-Show height of all foundation walls. 23 .• Chapter 2'9. ~ow height of retained earth on all 7· foW1dation walls. Chapter 23. 21~. Show distance from foundation to edge of cut 7-or fill slopes and show slope and heights of _ cuts_ and fills. Chapter 29. ' r:J:\ Note on: the. plans that wood shall be 6 inches xY above finish grade. Section 2516 (c) 7. 2ih. Note on plans that surface water will drain 7~ away from building and show drainage pattern ·and key elevations. Section 2905 (f). ~ Dimensiol'l. foun3ations per Table 29-A. 6Hau.J 'J /t)JN/#lt//v/ {Z t,<}tont .D(:;17/ II-JtJ/A-'3, -TAILE NO. 21-A-fOUNDATIONS FOIi ST\11>-IEARING WALS..S-liNtMUM REQUIREMENTS' • -EII0/1 TIIICKNlU Of' IIUntHLDIII --WAU. -Oil THICICHIU -TU"HD . -TIii ' ·-.i -Oill'OOIIIG == IYTIII UNIT CIMMII """'"' -A11C)NI CONCllnE· IU50NR'I ci,,c,,.tl I 6 6 ,12 6 12 2 I I IS 1 II 3 10 10 II I 24 Note on the plans: 110n graded sites~ the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. 2/s. ·Show foundation sills to be pressure treated, ~-o~ equal.· Section 2516 (c) 3. 12 ~-Show foundation bolt size and spacing. /~° Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). 21/2. Specify size, ICBC number and manufacturer of 7· power driven pins.. Show edge and end distance and spacing. Section 306 (f). 2~. Show size, embedment and location of hold· down 7-anchors on foundation plan. Section 2303 (b) 4. t::::\ Note on the plans that hold down anchors J!IUSt V be tied in place prior to foundation inspection. Show adequate footings under all bearing wal.ls and shear walls. Section 2907 (d), 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. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 2fa. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. ts. Show minimum under floor ventilation equal to a l sq. f~. for each 150 sq. ft. of under floor · area •. Openings shall be as close to comers as practicable and shall provide cross ventilation r. 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. Show veneer support and coMections 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. -Show height and construction details of all .. masonry walls. Olapter 24. Show floor and roof cOMections to ll)aSonry walls. CoMection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. 7 29/87 2:}0 .. •. Prov~de details for damp proofing the /. foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). 2 /i. Show a minimum 2" air space and flashing T-between planter and building walls. Section 2516 (c) 7. u. J'RAMIHG ~ Provide complete structural details on the V plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. ~f;(;:; g; G-lt:MN , Provide mil1imum structural specifications on the pl~s to show that all structural materials will comply with the design calculations and building code requirements. Provide a special plans listing requiring special 306, inspection section on the all structurai elements inspection by U.B.c. Section Show wall bracing.. fyery exterior wood stud wall and main. cross partition shall be braced at each end and at least every 25 feet of length with · l x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. -yt(. Note cross bridging or blocking, Floor joists and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are Aeld in·line. Section 2506 (h). ifs· Show blocking at end and at supports of floor oists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h), Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) S. 24,r.. Show rafter ties. Rafter ties shall be spaced / not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 13 2 ~ Show rafter purlin braces to be not less than ;J'Z· 45 degrees to the horizontal. Section 2517 (h) s. ~- Show 1/211 minimum clearance between top plate of interior partitions and bottom chord of trusses. (Io ensure loading will be as designed). Show double top plate with minimum 4811 lap splice. Section 2517 (g) 2. 2"5. Show nailing will be in compliance with Table 7 -25-Q. Q Show or note fire stops at · the following '-::;I locations per Section 2516 (f): 0 in concealed spaces of stud walls and partitions, including furred spaces, at the cei'ling and floor levels and at 10 foot intervals along the length of the wall. ~ .at all interconnections between concealed V vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; /· 0 in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts·, ch:µoneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud h~ights; bearing wall: 2 x 4 and 2 x 6 max. 10 1 ; non-bearing: 2 x 4 max. 141, 2 x 6 max. 20 1 • Table 25-R-3. 2ls. Studs supporting two floors, a roof and ceiling 'i' must be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R- 3. -2~. Note an A.I.T.C. Certificate of Compliance for T' glued laminated wood members shall be given to. the building inspector prior to installation. Section 306 (f). - 2/o. Detail all post to beam and post to footing "/' connections and reference the detail to the plan. Section 2516 (m). 24. Detail shear transfer connections, including i"' roof and floor diaphragms, ·to shear walls. Section 2513. A/2. Specify nail size and spacing for all shear ?' walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). 2i3, Show 311 x 411 or 211 x 611 studs in first story r· of three story building. Table 25-R-3. Q Provide truss details and truss calculations V for this project. Specify on the plans the truss identification numbers. 5,£-f eat;l(.JJ, Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Section 302 (a) 7. Specify all header sizes for opening over 41 wide. Section 2517 (g) -5. 2~. 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 (a) 7. ·o Show. on the plans all structural requirements ~ develo~ed in the structural calculations. 26' Columns and posts located on concrete or (-• masonry floors or decks exposed to the weather or tc;,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. 2rA. Individual concrete or masonry piers shall 7-project at least 8 inches above exposed g~ound wiless 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. 2/3. Specify plywood grade and panel identification ·inde~. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14-" framing shall be solid blocking. Section 2517 (g) 4. ®7) U1vtZ£11Jr=t;P-C.hD MAsoAJ~y 1-s Nb-r lltu>tutD 1AJ scIS111c ~ .3 .f4-, .. Uf)C.. Set.::noAJ '24lJr(A)4·B. 11'6:S &>!77b-lJ. . ([j]) Sftl/trt,, -:ftJ!,f£{flw.} /!:> ~LI/K£[) Ft:>~ ~F rtcvs,~ F/t6f?.JUrntMJ, LIIJWS 1129Ja1 £Jl)IJ£, .8Y A1\J /tfJP/4fJvE:D Fl'r5/!..Jllt-i~t. SU,Bh111 h+.13/!JOtP,<. 14 /l?f4vA-i,. NV/YJBeR.-, ,Jo. v. 2/· Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather e~-posed areas, is exterior grade. Section 2516 (g) 3. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). · Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam'construction, provide strap ties across the beams at the ridge support. Section 2501 (b). HISCElUMEOOS Parking garages shall have an unobstructed headroom clearance of not less than 7 1-011 above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). Show light;. and ventilation, for areas customarily used by people, will comply with Section 605. 2/3. Provide details of restrooms to show compliance i · with Section 510 (b), regarding floors, walls and showers. Provide restrooms for each sex i.:f the number of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). 2-/2. 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 42.11 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. 2../6. Provide platform and stage construction, l' including occupancy separations and roof vents, as per Chapter 39. 7li. Pedestrian walkway shall comply with Section 509. 0. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. -/9. Show that aisles and seats comply with Sections ,3315 and 3316. 2,6 . . Buildings housipg Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. W. r.rr.t.E 24 BARDICAPPED A~ ~ Provide note and· _details on the plans to show i.;:.:,; compliance with the enclosed Handicapped Access Check List. ·Handicapped access requirements may be more restrictive than the UBC. X. ENERGY CX>RSERV A:IIOII I'::::\ Provide mechanical plans, plan details, '.:::::J calculations and completed forms to show compliance with state regulations for energy conservation. f::':\ Provide electrical plans, plan details, \J calculations and the completed Form~ CF-5 ·>'4· to show compliance with state regulations for energy conse3:Vation. Pedestrian walkways shall comply with Section 509. ~ Inco3:Porate.in the plans or speci~ications the ·CJ attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance · Statement Requirements". C\ Please see additional corrections, or remarks, ~ on the following page. The jurisdiction has contracted with Esgil Corporation located at 9~20 Chesap~ Drive, Suite 208, San Diego, california 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact_6_Y,_w_· __ A-__ .L._t-_f:;Nl _____ . ----- at Esgil Corporation. Thank you. Enclosures: 1. 2. 3 •. @1) /2eftf<./!.t~ -rt> A-TrACH:eo fl-A-1J1:>1Ckp ,&cGe-ss CHeO:.l/S.f.. SJ-/6l.t<! ~ YtJU Mt? CCMft,YttJh /AJ111{ 1H65t RftrUl~bv15>, ~ APPt77~/.JS. f>~V;Oi A-T ultst If {}Arif {)f fi<Me-1, A1Jp OFP!CE APPi 7ltJ/J 7D l:>6 fMIJP!C/t-P ftcc,£SS/8l:E • 07/29/87 .. 15 55. Show ::-ated cc~:do::-s, lobbies, ::-eception or :oye:-s c:-ess-:-.at:."led on the floor p:a:ns. 56. rot.al a.;-ea of an .-pe.ninss, except doo:-s, in any po:-tion of An ~nterior co:-:r-idor, sr.all not exceed 25 pe::-cen~ of t.."le A:e.a oft.he co:-rioor ..:all of :he ::-00::: -..tic.h it is seprating from the corrioo:-. S:;:."i openings s~ll be protected by fixed, app:-o,·e~ l/ i. inch thick 'od.:-ed ilass insUlied in steel frames. Section ;30~(h). 57. Pro~ide a comp1ete architectural section of the corridor, or t>:terior exit balcony, sho.,.•ing all fire-:-esisti,·e r.aterials and det.a.ils of constrwction for all floors, .... alls, ceiling and all penetrations. Section 3305(g). 58. Show the loc.a.tion of fire dampers. Pro,•ide fire dampers at duct penetrations of fire- rated occupancy and are.a separations, shaft.s and corridor .,..alls and ceilings. Section 4306(j). 59. If building exceeds two stories, show corridor is separated from elevator shaft. Sections 3304(g)(h) and l706(a)(b). (See I.C.B.o. interpretation). · Q0. Provide evidence of Health Department approval (for res.taurants or for t~ts using X-ray equipment)·. >'· Et!X.',[RICAL Submit plan shcndng location of all panels. Submit panels schedules. Submit electrical load calculations Indicate existing service size. Indicate existing building load. Indicate new additional loads. Indicate wiring method. Show exit signs on tha electrical lighting plan. Note: Power for exit lights and emergency lighting must confo~ to tha 1985 UBC Sections 3313 and 3314. Provide receptacle(s) within 251 of· tha roof mounted A/C units. UMC Section 509; · n. 73. >-/7-~<c v. L,J /-l &6() ;v.tf2.. all :-oocs ProYide mec.'t.ar.:i~l ve.nti:at:ion in eapa'b~e of supE::,:ing a cir.::.tr.:= of 5 per minute of outside air .,..:itil circu:ation of not :ess :.l"..a:i 15 cubic cubi'c feet a tot.al feet per a.nd 705, ~i.nute per ·occupant. Section 605 UBC. Pro,·ide mechan:i,cd plar.s sho.,,ing e):isti.ng and proposed H\'AC equipment, ducts and access to equipment. 74. Detail access and working clearances to H\'AC equipment. 75. Cooling coils or cooling units located in attic or furred space, where damage m&y result from condensate o,•erflo.,.•, shall be proT"ided ,dth an additional •,.-ater tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UMC. 76. One-hour corridors shall not be used a.s an integral part of a duct system. Th.is includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706{b). 77. · Provide ga.s line plans and calculations, sho...-ing pipe lengths and gas demands. UPC Section 1219. 78. Provide dt:ain, waste and vent plans. 79. Provide water line sizing calculations. UPC Section 1009. 80. 81. 82. 83. Detail how floor drain trap seal is to be maintained~ UPC Section 707 (floor drain trap priming). Shov P & T valve on \o'ater heater and detail drain line route from P & :r valve to the exterior. µPC Section l007(e). Shov l/411 per 1211 slope on drain and waste lines. UPC Section 407. Provide complete energy design calculations, including an existing design and new energy design for this building. See attached non- residential energy design checklist. 7/· Provide multiple switch lighting controls per CAC, Iitle 24, 2·5319. 84. For remodels in an existing conditioned space, .,if shov that the remodeled space will use not J,.· Provide an electrical plan for tha alar111 .system more energy than the existing space or show sho\o•ing compliance \o'ith criteria described the remodeled space will conform to latest under earlier correction number 49. energy des'ign standards. ~ A5 rc.lZ..A/2.T tL/S--_3 -P/<oYl'-1.:?c --PISco.-t.?WG_c:.,1)~~ M~/1/J~ Fote. '5 Co/7-PVTc/!.. -Pc v::>c/f AN'"V /1/c.. 5Ysle'![ row £/2. roR. Cor11_rtJT'etC /?oor? Ar-ntc -P~;/i>crP/iL G><1-r '7:;Joo!<. o-f Co,..,..,-Pt.Jt6/<., ~o-ofVJ @ II<; --eU c rrY7obl5/lo/1 ~Ur'/ .$ 1-c. e' E( e-i::, e£ /S /o o tlt11r'S,, l1N72 575c.1F,Y;ve E~e"De~ co;:J-,ou,TACYP yJue~ $/re~ .. 2. 2. 88 5 Qn Jan~ry 1, 1987, new stA.T'ldards, a.nd a nev design IIIAnW!.1 1 vent into effect to govern the energy design for nev heated or cooled lo-.rrise office buildi·ngs, (Le. 3 stories or less). :rhe nev standards and design also apply to alterations or additions involving heated or cooled spaee in existing lovrise office buildings or uisting shell or speculative buildings wherein heated or cooled office space is being proposed or lighting is beini e~tended to nev conditioned space. The nev stalldards (11,. pages) and the ne\l 11I>esigning for Compliance" illanual (1+00+ pages) contain forms and design instructions that are usential to developing a complying design. To order the standards and 111&nual you can contact the California Energy Coll'IDission, Accounting Office, 1516 North Street, MS #2, Sacramento, California . 95811+ (Telephone (916) 31r.-.301Z.). . . Ple.a.se addrus the circled items and, vhan nsu'bmitting, provide a cr:,py of this_sho~ng the ·page,. detail, e.tc. vhere each circled it.em bu been addressed. ·o In new or exhting buildings a r ~ Cer'tificate of Compliance (Form CF-1) lbe upper le!t corner of the Certificate of Compliance (CF-1), Pages 1 and 2, must sho\l the name o~ the ~ocumentation . a:uthor, who need riot b~ a. licensed person. (Manual 1-1~) e DJSt be complete~ and imprinted on the • plans if HVAC or lighting is bei~g extended-to a new conditioned space • . . (1-13 ~,.,...1}. ....... -... -. . • ......... •··· . ...----- A Certificate of Compliance (CF-1) is required to be imprinted on the plans for shell or speculative buildings vhere lighting, HVAC or other improvements will be mad• by the tenants. (Manual 1-13) Multiple Certificates of Compliance (CF• 1) are required to be imprinted on·the plans £or speculative pr shell buildings, vher• the final occupancy is not known at the time of the original building peri:it. Ihe multiple CF-1 documents should address the potential uses, i.e. office, retail sales, etc., a.rid should apply the appropriate standuds to the specific occupancies. (Manual 1-2?) 'J;ha Certificate of Compliance (CF-1), Page l, must be signed· in. th• lower right by th• )lcensed person who is attesting that the design complies with the regulations. (&nUAl 1-llt) A C,v,'- ... ,.@ .. -·ni. owner of the building" "mui"t 'sign "ii, .. ' .... . the appropriate place on Page 2 of Certificate of Compliance (CF-1). 8 (~ual 1-11+) lbe design entities (electrical, etc.), J:iUSt sign in the appropriate space on l'aga 2. of Certificate of Compliance (CF- 1). (Manual S-1+) Note ·on the plans, near the imprinted Certificate of Compliance (CF-1), "A separate copy of the ·Certificate of Compliance (CF-1) ha.s been retained by the · owner and will be made available to future owners or future. tenants." (Manual s-z.) ~;u~ '"" ~~,r o~ A,1~ 1-ffTt.rcr 618.5 r s I Ii 'Y LH4(" (!o,..., tes11 A<IJ~ <: 8 e Note on t..1-ie plAn::, near tJ;e imprinted Certificate of CompliA11c:e (Cf·l), "At tJ;e time of pemit issua."ce, t.he pe:-i:ii ttee vi ll p:ovide an appro"cd copy o! t.he Certificate of Compli~ce {CF-1) to t.he jurisdiction", for filing. {UBC Section 302 (a) 7). If a Certificate of Comp~iance (CF-1) Yas previously prepared !or this entire building, or £or improni;ents or alterations in this building, provide a copy of the appro,·ed . Certificate of Compliance (CF·l). (Manual 5·4) '1'ha building is a mixed use ~ilding and a Certificate of Compliance {CF•l) JDUSt be prepared for each use unless the subordinate occupancies total less than 1,000 s.F. ~ are less than lo% of the total conditioned floor area. (Manual 1-22) occupancy ·e On Cf·l, Line 7, show t.he proposed or exi~ting total resistance (Rt} for exposed floors or soffits scpar~ting conditioned space from non·conclitioned sp~c:e, using form CF-2. Provide a form CF-3. (Slab-on-grade floors are not considered to be floors· for tJiis item.) On CF-l, .Line 8, sho.., tJie ll'linimu:n allowed total resistance (Rt) fort.he floor taken from the package you seleeted. On CF-1, Line 91 if there are different .typu of walls, show the proposed or existing average total resistance (R,;,), · using cr-2. If only one wall type, only CF-3 need be completed • .S..-iCXJ €,=-~~c. r e or:-cDl'-f,,~es}/,._,,, 1<-19 ~.,T /~z~Gsr"DSl'Ae&.! On CF-1, Line 10, complete CF-2 if all St:!,,'! ... ,-,,r ... C'1',:t opaque Yalls and doors have the same .. heat capacity, generally a Heat Capacity iess than four. If there are multiple walls having different heat capacities, this may be left blank·. e On CF-1., Line 1., shov the type., i.e. lov:rise office .• ... 8 ~ CF•l . Line 2., sho~-~e gro1..7 B-i. ... --~-------e Qccupancy On CF-1., Line ll, sho.., the .minlJ!:IJQ :required total resistance (Re) for opaque walls and doors. If multiple walls, ~ving different Heat Capacities are proposed, show the are.a veighted average using cr-2. 9 On CF-1., Line 3., selected., i.e. A., Performance Approach. show the package J., c, D, ~ or ~ On CF·l, Line i., show the conditioned· floor area being addressed . by the • docw::entation. ~ ~ On CF-1, Lina s, sbov t.~• prop~s~d. or existing total resistance (Rt) for the roof. If different types of · roof, complete CF-2. Complete a CF-3 if only one roof type.· Q On cr-1, Line 6, sho.., the 11inl.!nur.a Q allowed total resist.ince (Rt) for the roof ta.ken from the pack.lg• you selected. e On CF-1, Line 12, sho.., the total ex;erior wall area for the entire building or that portion covered by the new standards. l'he exterior wall area should include opaque valls, doors and yindows bet~een the floor and the bottom of the floor, or roof, above, th.a~ separate conditioned space from non- conditioned space. Provide a CF-2. On CF·l, Line 131 show ~~e total glazing in ~alls separating conditioned space from no~·conditioned space. Provide a CF-2. · Q On Cr·l, tir.e 11., shew tl'le percent of ~ exterior "'&l l, betvecn conditioned Md non-conditioned space, th~t is gla~ed, Le. Line 13 tivided by Line i°l tiznes 100. r On CF•l, Line 15, show the aven&e · shading cce!!icient for all gla~ing, supported by a CF•l. If only one type of glaiing, no calculation is necessary just enter the shading coefficient !or the gluing. 8 On CF·l, Lin• 16, enter ~• allove4 percent of slad.nr, £0,: the selected package, b&sec! on the avuas• shading coe!ficient shovn on Lina 15. 1'his ent:y sho1.1lc! 'b• sreater than th• Lin• 1i. entry. On CF•l, LinH 17 through 11 should be left blank fo'I: lowrise office buildings. 0~ On. d'-1,.Lines 11 th.rough 191.,nter. th• proposed area of skylights and the a11owe4 a:e.a. pei: the paws• selected. If more than a skylights attach a ~epa::at.e sheet. ~ eA 'T'"6"4fCA';,' ~I eAAJ No-r 0 PA01J 10{ C12-,a1..4-rd Ntt.(.,.J flNc Ex1.s 1(".J r /1t$C.J.t'A-A.JI c.Ar_. 8,A;,..1 $ /o S, !-low l?r1<2~ 1,t€,O OuT'SnOG Ail? 6~ /1ee1-1AA.11eA(._ V£.vi"1'-A#,A-r/o,v U/3C S~u1o~s tao;/?0$,, .. . = ,, -:···---.,. . , ~--------------------- -----·--·--------- PROPOSED CONSTRUCTION ASSEMBLY AVERAGE U-VALUE {Detlgn) RESIDENTIAL • project title project location. documentation author Sket(?h of Construction Assembly Framing Size J:... .. x ~ .. Framii,9 Spacing l.k_ .. o.c. Ch.clone: C Floor 1( Wall C Ceiling/Roof II W•I. dt•ck. th• appropri•t• w•ight: · Ji , ... than 25 lb/ftl C 25 to 40 lb/ftl CJ greater than 40 lb/ft& Figure 2.-3. Mandatory Measures 2-:-20 C-60 RECM Form ~A (Rev. 9i83) Enforcement Agency Use Ont\' climate zone building permit number . date date List of Con51r~9.l.!of.1 Components R-Value (for ~ction between framing members) of Components 1. ·1/e11 o/1UUO c.1e,· 2. ~lU,l~ ~~ aob 3. ~\q l"1t1U L..kt1P~ 11. f;O -·--.. 4. l/2)1_ q1'f'WM tv'~ Cl~f? 5. 6. 7. 8. Inside Surface Air FIim IJ.1)8 (Use Table 2, Design. Values) o.r7 9. Outside Surface Air Film (Use Table 2, Design Values) Total Th~rmal Resistance (RT)' l CJ.?Jt sum of the above AVERAGE U VALUE OF ASSEMBLY . Framing Factor . I Rr frorri above /, ,a, +J'i.31/ -= 0. 0(J Fora 3 for Wood-framed R-19 Wall . Btu/(hr. • ft2 • °F) __ ) • JURISDICTION __ C,,_~ __ 13_/r_·.D _____ _ PLAN CHECK NO •_..;;;.g"..;::;g-_· -_0_~._.:.9....;1-....... _____ ___ DATE 5 ~11-gg · BUILDING AREA, HEIGHT AND STORIES DATA SHEET TYPE OF CONSTRUCTION/ALLOWABLE AREA ANAIYSIS . Building Designation E:o.-:-2- ~YP• Construction Shown --./-N. Number of Stories and Heioht I Basic Allowable Area 9iorrD -' Increases 1-2--- ror Multi-Stories /(, D-1;lJ For Yards Feet On Sides For Sorinklers ; Total Allowable Area /~,~ Actual Area Total JP,;, I {p -"2.--. Area Separation Walls Yes ~ .Yes No Yes No Yes No Yes N'"' over Are~ Yes (No) Yes No Yes No Yes No Yes No over Height: Yb (No\ Yes No Yes No Yes No Yes No over Stories ·tiio\ .. Yes Yes ·NO Yes No Yes No Yes No Buildina Use op,:;1r£~ ' Occuoant·Load Occuoancv. Ip ~t./ 0S987 TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Con-tro ls Sec. 2-5315. (a) Each HVAC system shal 1: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building space§ or zones served by the system; 2. Be able to maintain spa¢e temperature set points from 55°F to 85°F. Two or more reolaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. ~e 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; S. Be able to terminate all h~ating at 70°F or less; and 6. Be able to terminate all ·cooling. at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315(a) 4, 2-5315 (a)S, and 2-5315(a)6. · (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least oft~ 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 provid~d. On grav.ity 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 a11d closets for dentral forced air gas furnaces using dutside air for combustion, shall be designed to limit ~ir 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 ea.ch of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent con~roi of the lighting within that area. (b) Each area enclosed by ceiling-height partitions ·shall have at least one reaqily accessible manually operated switching d.evice 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 b~ing lit. Switching devices in addition to, but not instead of, the required readily accessible manually bperated switching devices shall also be permitted. (c) The general lighting of ant are~ 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per .square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while. maintain- ing a reasonably uniform level of illumination throughout the area. Reac;Hly accessible switches, that control each luminaire in a spa·ce with more than one luminaire, orthat -control each lamp in a space inde.pendently meet the requirements of this section. Cd) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The build~r shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions ort 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 mu~t 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 watet or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-53147 Table 2-53G. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST I tf ft,~ tJ l{ V f;:N Hlt1 /ti i<.-D Add, .. ___ .:_.!,._r_.:,;:__.=,_.=:;,!:,_::_::;:_...:;_...:;_;.;_ ____ .;;;;-_____________ _ Itc-m numbc-rs c:irc-fod bc:lon-:ue required for this project. See Title !U 2-ll0b-JJ. Circ:lcd items do not appf.1· to floors n-hic-h arc not t<"]uircd lo ·be han- dicpppt-d 11c-cwible. . RC'ferenc-es 10 section numbC'rs 11·ith prcfi.T .. 1 .. arc-to Title !U, Part 2 (St:Jl<' Buildi'ng Code), lf}SS Edition. Prefix .. 3 .. is for P:ut 3 {State elt!c:lric-al Code). Prcli:c --s·· is for P:Jrt S (St11te Plumbing Code). ·E.w:mptions d:iimt!d for an.,· il<"m sh111! be rcq11cstt-d in writing and 1h11/I inc-~ude :ill d:Jl:J ne't"ded to dr:tctmine "u1m:11son11ble h11rdship" as dcscribcd in . St-ction f-./!!!!. SITE DEVELOPMENT J. HANDICAPP.ED PARKINC SPACES a. See Approved Parking Plan !or layout. (Fig. 2-71-1) b. Provide ...-----handicapped spaces. (2,7102a) :c. Space shall be so located that handicapped persons are not com- pelled lo wheel or walk behind p'arkcd cars other than their own. (2-7102c) d, Parking space shall be a minimum of 9 ft. x 18 ft. with adjacent S ft. loading zone. Double space shall be 23 ft. wide. {2•il02b, Fig. 2-71-l) e. Muimum slope o! parking surface In any direction shall not.ex- ceed ¼" per foot. (2-il02d) • • f. Parking space(s) shall be identified 'llloith the International Sym• bol of Accessibility on reflector!zed sfgn affixed to post or wall, and also duplicated on parking surface (symbol to be 36" x 36j, (2-7l02e). · · g. Entrance to ·parking !aCJ1ity or structure shall WO have durable metal sign stating that unauthorized vehicle{s} parking in han• dicapped space(s) may be subj~l to low-away, (2-7102e) h. Entrance to and vertic:i.l clearance within aCCCSS1'bie level of park- ing structure shall. be 8 ft. ~ in. to any structural member, duct or pipe. (2-7102£) · 2. CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb. (2-il03a) 'b, Curb ramp shall be 48" min. width (2-i103b) with maximum slope of 1 in 12. (2-il03c) c. A level 48" min. depth landing is required at top of curb ramp over. entire curb ramp width. (2-7103d) d. If no landing is provided, the ·slope of flared sides shall not ex• ceed 1 in 12. (2-7103d) e. Surface is to he slip resistant. (2-7103f) f. Border markings shall be 12" wide of¼" x ¼" grooves, ¼" apart, located at top and sides. (2-7103h) · 3. WALKS a, Site development and grading shall be designed to pro,•ideac- cess to primary entrances and ac:cess to normal paths of travel and where nec:cs.sar)' to _provide access shall incorporate pedestrian ramps, curb ramps, etc. (2-7101:i) b. Walks sloping grca ter than 5 '-(1 In 20) must com ply with ramp requirements of sect. 2-3307. (2·33~t'} c,. Walk width shall be 48" minimum. (2-3325a) d. The maximum cross slope shall not exceed ¼" per foot. (2,332Sa-~) e. C.ratinss are not allowed whenever possible. (2-332.Sb) f. At euch gate or door a 60" x 60" level area is required when the gate swings toward the walk. (2-3325e) g. A 24" clear space is required at strike side of gale or door. (2~3325c, Fig. 2-33·2) h. A 4S .. x 44" d~p level area is.required when the gale swin~ away from the walk. (2-3325e) .C. PEDESTRIAN RAMPS a, A path of tra,•el with a slope greater than l in 20 shall be con- sidered a ramp. (2-330ia) b. The maximum slope shall be 1 in 12. (2-330ic) . . c. The width shall be 48" minimum. (2-330ib-3) d. A 60".intermediate landing is required at maximum de,·ation change of 30" ai;id 72" landing at ~ach change of direclion-(o,·er 30'). (2-330id-l) e. Landings are required at top and bottom of ramps. (2-230id-l) f. Bottom landing shall be minimum of i2" in thetiirc:ction of travel. (Fig. 2-33-llA) g, Top landing shall be SQ" x 60" minimum. {2-330id-2) . h. When door swings onto top landing, min!llum depth oflanding required is door width plus 42". (Fig. 2-33-llA) i. Top landing shall ~a".e 60'" min. width when door swings onto the landing, with 24" 9h strike side of door at e~terior ramp, or 18" at interior ramp. (2-330id-4) J. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. (2-330ie) le, Ramp handrails shall be co_ntinuous, ldcated 30"-34" in height above ramp surface. with 12" extensions beyond top and bot- tom, and the _ends returned. (2-330ie) I. Handrails shall be I--1/," to 2" cross section, spaced min. ofl-1/z" from wall. (2-330ic) m. A 2" high curb or wheel guide rail centered 3" plus/minus l'" ·above ramp surface is required on both sides where not other- wise bounded by walls when the ramp exceeds 10 feet in length. (2-330ih) 5. SPECIAL ACCESS LIFTS a, Lifts may be provided between levels, In lieu of elevator, when the vertic:i.l distance between landings, structural elevator, struc• tural design and safeguards are as allowed by the St:ite of Califor. nia, Dept. (?f lndtUtrial Relations, Div; of Occupational Safety and Health. (2-S106a) DA 2/4/88 ~. · HAZARDS i. Provide 80" headroom from walkway surface to any overhang• ing obstru~tion. (2-l3!26b) b. Headroom of 80 .. minimum shall be maintained for walkl, cor• ridors, aisJes, etc. (!2-5~2f-2) C. Protruding objects with leading edges between 2i .. 11nd so··· abo\'e finished floor shall not protrude more than ,f' into walb, cor- ridors, etc. (2-5!22f-1. Fig. 2-5-i) d. Objects w.ith protruding edges below 27'" above finished flqor may protrude any amount. (2-522f-l) e. Free standing objects mounted on posts between 2i° and SO .. · abo,·e the floor may project a ma:cimum of 12 ... (2-522f-!) (. Abrupt changes in level exceeding 4" adj11cent to w11lb. except between walks and adjacent streets or dri,·es. sh11II be idcntiCi"L-d by 6" high warning curbs abo,·e walk surface. (2-3326a) ENTRANCES AND CIRCULATION 7. ENTRANCES, DOORS, VESTIBULES AND CORRIDORS a. All primary entrances to buildings shall be accessible to the: han- dicapped. (2-3301!) b, All required exit doors shall have 3r clear opening at 9oe (36 .. door). (2-3304e• l) · -c. At le:ist one of a pair o! doors shall meet the min. 32 .. clear en• trance width requirement, (2-330-te-3) d.; thr~hold shall be no higher th:in ½ .. above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more tha.n ¼ ... (2-330:th-l, Fig. !!,33,S) e. Exterior level l:inding may slope up to ¼ .. per Coot in any direc- tion for surface drainage. (2-413) (. Door h:irdware shall be of the lever or push type, mounted :30" to 44" above the floor and be operable with a max. effort of 8.5 lbs. Cor exterior doors and 5 lbs. for interior doors. (2-3304c-3, 2-33041-2) . , g. Thi? lower 10 .. of the door shall be of smooth, plane surf:ice (no recess or trap) except at automatic and sliding doors. (2-3304m) h. Building entrance(s) shall be ident!Eied by sign with the Inter- n:itional Symbol of Accessibilit)", Show location on the plan. (2-522b-7') The symbol shall be a white figure on blue background. (2-522b-2) I. At turnstile, pro\ide an access gate, 32 .. clear wl~th opening, within 30 feet of turnstile. (2-3304n} . f. there shall be a clear area on each side of door, 60" deep In direc- tion o! door swing and 44" deep In opposite direction of door swing. (2-3304h-2) · Jc. Widtll of clear area on the swing side o! the door shill e.,tend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. (2-3304h-2) 1. The-space between two consecutive doors (vestibule} shall pro- vide a min. of 48 .. cTear depth betwe1:n the open door and a se- cond closed door. (2-l304h-2D, Fig, 2-33-SA) Doors In ~ series at a vestibule shall swing in the same direction, or &WI)' from the space between them. (2-3304h-2O) m, Corridors shall be 44" minimum In width or as required b)' oc• cupant load. (2-330Sb-l) n. For-corridors over 200 feet lone, see special requirements of Sec. 2-3305b-2. (Fig. 2-33·6) 8. FLOORS a. F1oors or a gi'"en :Story shall be a common le,·cl throughout or shall be connected by pedestrian ramps, p:i~enger elevators or ,peci al access lifts. (2-522e) ' 9. STAIRWAYS a. Treads shall ha'"e smooth, rounded exposed edges and be slip resis- tant. (2-33D6s-l) b. Nosing shall not project more th:in l 1/i'" past face or the riser below. (!?.3306s-2) c. Rllers shall be sufficiently solid. (2-3306s-3) d. The upper approach and lower tread of each flight of stairs shall be marked with II contra.sting colored strip 2 .. in widt!i, (2-330Sr) e. On exterior st:iirs, each tread shall be marked as noted above, (2-33D Sr) . f •. Handrails are required. on each side of st:iirw:iy. (2-3306j,2) g. Handr:iils ~::iii be IQCaled 30" to 34 .. above nosing, e.~tend 12 .. beyond top riser :ind 12" plus trea'd width beyond bottom nos• ing and returned to wall/newel post. (2-3306j·2) h-. Handr:iils shall be 1 ¼" to 2" in gripping cross .section and l !11" clc:ir of wall. (2-3306j-2} . 10. ELEVATORS· a. See Ch11pter S1 of UBC !or car size. b. Passenger elevators in buildings other than tho~e listed in Chapter S l of UBC setvin1r;in occupant load of more .tha ri SO sh:iH have a c:ir size 68" wide'by /SI" dc:ep with :1 min. clc::ir opening width of 36". (2-5103m-2Bl) c. Passenger dev:i.t?rs in buildings other th:in those listed in Ch:iptc:r Sl of UBC SC1"\'in1t· an occup:int load of 50 or less sh:ill h:ive a car .size or 54': wide by 54" deep with a minimum clear opening width uf 32", (2-.'5103m-2B2, 3) . d. Raised l3r:ailie mar~ings and Arabic numerals arc required on con- trol buttons :ind door jambs. (2-5 l03m) SANITARY FACILITIES 11. TOILET FACILITIES ACCESS a• When located on accessible floors, sanit11ry f:icilities shall be m:ide lic:cessible to physicaJly handicapped. (2-51 la-3) · b, Doorways shall have 32" minimum clear width. (2-51 la-5.-\) c. There shaJI be a level are:i with 60" dear depth in the direction of the door swing, and a.level area with 44" cle:ir depth in op- posite direction of door swing. (2.Sl I a-SB) 12. MULTIPLE ACCOMODAT!ON TOILET FACILITI~S a, Pro,·ide de:ir area 60" dfametcr x 2i"' hii;h • or cle:ir spac:e 56" X 63" X 2i_" high. (2-51 i a-6A) b, Doors (other th:in handic:ip compartment) :ire not to cncro:ich more than 12" into abo,·e mentioned clear space. (2-5J:la-6A) c., Pro~·ide 25" clear space between water closet :ind fixture or 32" clear space between water closet and w:ill. (2-Slla-6B) d, A 48" long clear sp:ice is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. (2-511:i-SB) •·· Water closet compartment door to provide 32" clear width for end entry· and 3f' clear width !or side enttr. Door to be se1r. dosinc :ind swing out. (2-51 la-Sq DA 2/4/88 13,. SlNCLE ACCOMODATION TOILET FACILITIES a, Water closet shall be local~ 28M from a fixture or 32" from a wall. (2-5 l l a-7, Fig. 2-5· lA) b. Minimum clear space in front or water closet shall be '48". (2-Slla,7, Fig. 2-S·lA) c. Jn an existing building, 1 single accommodation toilet facilit)' may have a space 36" wide x 48" long in front of water closet. (!?-Slla-i, Fig. 2,5-lC) H: CRAB BARS A. T WATER CLOSET a. One at side 42" long extending 24" In front of waler closet: one at rear 36" long centered on waler closet: both mounted 33" 11bo\·e floor. (2-51 la-SA) b. Bars shall be l¼M lo l½M in diameter with lV1M clearance to wall, (2,51 la-8B) c. Bar fasteners and mounting support shall be able to withstand 250 lbs./ft. in bending, shear and tension. (2-Slla-Bq 15. WATER CLOSET a, Height of waler closet seat shall be 1, to 19" abo,·e floor. (S-1502) b. . The force required to ac:tinte the flush valve shall be 5 lbs. max- imum. (5-1502) 18. URINALS a. Where urinals are provided, the rim of at least one shall project U" from the wall and be located l, maximum above floor. (S-1503a) b. The force required to activate the flush valve shall be 5 lbs. max- imum and located •'4" maximum above floor. (5-1503b) c. Provide 30 .. x .CS" dear floor space for forward approach. (2-Sllb-4) ' 17. LAVATORIES a. Provide 30 .. x 48" dear floor space for forward approach, Said clear floor sp:u:e may Include knee and toe space under lavatory described below. (2-Sllb-lA) b. Provide clear space beneath lava tortes 20"-high by 30" wide,by 8" deep (Jenee space) and 9" high rrom the floor by 30" wide by li' deep £rem front of lavatory (toe space). (S·l504a) c,,. Hot water and drain.pipes under lavatories shall be Insulated. (5-150-tb) • . . . d. Faucet contro!J :ind operating mechanism ·(o~rabl~ with one hand) shall be or the t)•pe not requiring tight grasping, pinchini,t or twisting or ine wrist 11nd :in operating force not exceeding 5 lbs. (S, 1504c) e. ~(.closing v:ilvc:s to remain open for .at least l0st-conds. (5-150-lc) 18. TOILET ROOM ACCESSORIES a, Mirror bottom edge sh:ilrbe loc;itc:d 40" m:ximuri'I above floor. (2-51 lb-1B) b. Toilet tissue: dispensers shall be mounted within 12" Crom the front edge of toilet se.at, (2-5llb-3, Fig. 2,5-lA} · e. Operating parts of dispensing and dlspm:al fixtures (towels, waste, coin slots, etc:.) sh:ill be within 4Q .. or floor. (2-Sllb-2) 19. SANITARY FACILITIES IDENTJl-'ICATION a • Ori doorway$ lc:idin g to sanit:iry [ acililil.'l the srm bots to be pro- vided are l!?" Equil:ller:il Triangle: £or men, 12·· Di:imclcr Cir, clc for women, and 1/," thick, centered on door. 60" high con. lr:uting color. (2-51 !;1-SC) 20. BATHINC FACILITIES a. One such facility shall comply when pro\·ided for the: puolie, clients or emplop:es. (2-Sl la-9) b, Shower compartment shall be -12"' wide, 48M deep, with a 36" wide entrance. (2-5lt.1-9Al) c. Note on the plans thul the handicappped buthing facilities shall conform to requirements of Sect. 2-511:i,9, 5-1505-B and 5-1506. GENERAL RE:QVIREMENTS U. DRINKINC FOUNTAIN a. The alco,·e in which the water fountain Is located shall be not less than 32" wide br 18" deep. (2;5llc, Fig. 2-5-3) b. Note on the plans that drinking fountain shall conform to re- quirements of Sec. 2-Sllc and 5-1507. 22. PUBLIC TELEPHONE a. Provide space 30" x 48" for forward or parallel approach to telephone. (2-Slld2) b. Note on the plans that public telephones shall conform to re- quirements of Sec. 2-Slld. 23." ELECTRICAL REQUIREMEN:S a. 15. 20 and 30 :mp. receptacle outlets sh.all be installed not less than 12''. a90ve floor. (3-210-S0e) . --. b. Center of switch shall be located not less than 36" nor more than 4s-above the floor. (3-380:Sc) CRQUP A OCCUPANCY REQUIRE~ENTS _24. AUDITORIU~lS1 ASSEMBLY H?>LLS, THEATERS, ETC. a. Seating and toilet facilities for the handicapped shall be ac:cessi• ble from the main lobby or primary entrance. (2-6llb-l} b • This structure requires ______ wheelchair seating Splices, (2-61 lb-IAl) c. Eac:h wheelchair space shall be 60" x 30" and level. (2-Sllb-1A2f d. When the seating cap11city exceeds 300, the wheelcihair spaces shall be in more than one location. (2-Sllb-1A2) e. This structure ri:quires ' . seats for semi-ambulant per· sons. Clear leg space shall be at least 24-, (2-61 lb-1B) r. Stages. enclosed and unenclosed pl:itforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. (!?-611 b-!?, 3) DA 2/4/88 •, 25. STADIUMS. GRANDSTANDS, BLEACHERS, PAVfLIONS, CYMNASIU:-.IS a. This fodlity requires _____ wheekh:iir seating sp11c:c.s. (2-61 lc-l) b. When the sc.-:iting c:ipacity exceeds 300. the whcelc:hnir spnccs shall bc in more than on~ location. (2-6llb-lA!?) c, Ticket booths must be acCL'SSiblc from both sidcs, (2-61 lc•!?) d. Partic.-ipat ion arc:u such as ball courts, exercise rO<Jms, tracks nnd clubrooms must ~ :icccssiblt:. (2-61 lc-3.4) , e. Spectator and participant sanitary :and ]()Cker f:acilitic:s must con• form to the requirements of Ch:ipter 2-S, (2-6llc,5) 26. DINlNC, BANQUET AND BAR FACILITIES a. !,.cceM shall be pro\·idt'd at primary entranet:s. (2-6lld-1) b. Whcelch:iir access shall be provided to all areas where each type or functional activity occurs. (2-6lld-2) c. This facility requires ______ wheelchair senti~g spaces'. (2-61 ld-3) ·d. The ratio of remo,•able seating arrnnged to permit use by wheelchnir occupants is 1 per 20 and based upon thci total number of seats provided. (2-61 ld-3) e. At ienst one wheelchair seating space sh all be pro,·lded for each dining, b:u;iquet and bar area, (2-61Jd-3) I. Access to whe.:lchnir scaling sp11ces sh11ll be pro,·idcd by 36" minimum c:lenr width main aisles. (2-61ld-3) g. Cafeteria line aisles shall be a minimum of 36" clear width. (2-61 ld-4) h. Access to food preparatlgn areas sh all comply with prO\isions for entrnnce doors and doorwnys contained in Sect. 2-3304. (2-61 ld-6) f. Restrooms and power rooms shall conform to the requirements In Sect. 2-511. (2-611d.5) 27. RELICIOUS FACILITIES a. Sanctuary areas shall be accessible. (2-6lle-1} b. Pro\ide _____ wheelchair ,eating spaces in the sanctuary. Use Section _2-611b-1A. (2-611b-1A) c. Provide wheelchair ac:c:ess to raised plat(orms, choir rooms. choir lofts,, performing areas and other similar areas. (2-61le-18) d. Assembly areai shall be made ac:c:essible. (2-6lle-2) e. Enclosed aqd unenclosed plntforms and st11ges in assembly areas shall be made accessible. (2-611e-2) E. Classrooms and offices shall ha\·e entry doors that conform to , Chapter 33. (2-6lle-3) g. Sanitary facilities shall c:on!orm to the requirements of Chapter 2-S. (2-6lle-1) CROUP B OCCUPA!'/CY REQUIRE:-iE:'\TS Croup B occupancies u1ed Jor usembly purposes but ha\·ing an occupant load of less than 50 shall r:onform to all the requirements for Croup A oc- cupancies covered in Section 2-611. (~-il2d) 28, BUSINESS AND PROFESSIONAL OFFlCES, PERSO~AL AND PUBLIC SERVICE FACILITIES a. ClieJ?t and ,·isitor areas, office nreas and related toilet rooms shall be made accessible. (2-il2b-2A) , b,. Conferenc-e rooms, counseling'rooms or c:ubicle1 and similar areas shall be made accessible. (2:il2b-2B) -c. Employee, worlc areas shall ha\'e a 35-minimum clear access. (2-il2b-2C) 29. SALES FACILITIES a. Ceneral snles, display nnd office are:u together with related toilet rooms must be accessible. (2-il2b-3A) b. Sales employee worlc stations shall be located on accessible ]e\•els. Employee work areas sh111l be accessible to emplo,·ees in wheelchairs, and the customer side oLsal~ or checkout itations shall be accessible. (2-712b-3B) c. This facility requires _____ c:hec:lc stnnds II c:cessible to the physically h:indicnpped. based upon l for 8 chi:clcstands or less. 2 Jor 9 or more. (2-i12b-3C) d, Where quiclc-checlc stands :are pro,·ided. at lenst one sh11II be ac- cessible. (2-712b-3C) e, Check stands shall be m:ide accessible by pro\·iding 11 36 .. aisle on the customer side or the stand. (2,712b-3C) f. Accessible check stamds shall be identi£ied by th~ Int~rr\atiun:al -Symbol ol Accessibility nnd shall st:ite. "This t'hi:ck st:111d to be open at all times for dis:ibk-d customers-. (2-7J2b-3C) 30, RETAIL CROCERY STO~S (Requirements are stated in AB 179, effective July l, 1984.) a. Toilet rooms must be provided for the public: in stores contain• Ing more, than 20,900 sq. It. o! floor space. b. The toil~t roomsJor,the public: may be the same as tho~-provid- ed Eor the employees. c. Separate !ac:ilities shall be provided Eor each~- d. Handicapped requirements shall be satisfied: e. Poors shall be sel! ,dosing. f, H:md washingfoc:ilities shall be provided in or adjacent to toilet rooms and shall be ,equipped with hot and cold water. g. H11nd washing detergent and sanitary towels or hot-air blowers shall be provided in permanently instnlled dispensing devices. 3'1. SHOPPINC CART THEFT PREVENTION BARRIERS a. P~blic:' entrances and exits shall be accessible to and usable by the handicapped. (2-il!?b-3El) b •• Barriers shall provide a 32" clear width opening for h:,.ndicap• ped ingress and egree. (2-712b-'3£2) c, Note on the plans that shoppin& c:art theCt prevention barriers shall comply with the requirements oC Sect. 2~712b-3E. DA 2/4/88 32. flTTINC OR DRESSING ROOMS a. Where fitting/dressing rooms are provide<! for male .or fem:ile. cwtomers, one for ~ach type shall be Usable by the physic;:illy handicapped. (2-il2b-3F) b. Minimum dimension of room shall be 60 .. x 60". (2~il2b-3F) c. Bottom of the mirror .shall be located within 20" o! the floor. (2-il 2b-3F) d. Height oi clothipg hooks shall not be greater than 48N !rom the floor. (2-712b-3F) 33. POLICE DEPARTMENT, LAW ENFORCEMENT, FIRE DEPART- MENT f.:ACILITI.ES AND COURTROOMS a. Office are:u, conference rooms, classrooms, dispatch rooms and similar areas and related sanitary facilities shall be accessible. (2-712b-6A) b. Detention area visitor rooms shall be made accessible. (2· 712b-6B) c. At least one detention cell. facnlty with support.In& sanitary facilities shall be made accessible. (2-712b-6C) d. Courtroom areas including judges• chambers and bench, counsel tables, jury box. witness stand and public seating areas shall be made accessible. (2-il2b-6D) • 3-C. FACTORIES a. Major or principal floor ar~ shall~ made a~le. (2-712c·2A) b. Office areas shall be made accessible. {2-712c·lB) c. Sanitary faclllties servin1 the above shall be made accessible. {2-712c-1C) 35. WAREHOUSES a. Warehousing areas which are localed on the floor nearest grade shall be made acce$,Sible. (2-712c-2A) b. Warehousing areas on other Doors that are provided with access by level entry, ramp or elevator shall be made accessible. (2-712c-2A) e·. Office areas shall be accessible. (2-712c-2B) d. Sanitary Eacilitles serving the above be made accessible. (2-712c-2C) CROUP R-1 HOTEL, MOTEL AND DORMITORY occurANCY REQUIREMENTS 3 6. Applies to prh·ately and publicly funded hotels, motels and dormitory buildings and complexes. (2-1213a) a. Provide _ guest room(s) or dormitory room(s) together with their sanitary facilit ics that :ir.e accessible to :ind usable by the physically h:indic:ipped. (2-121:la-l) b. Hotel, motel and dormitory bathrooms beyond those required in item Ma" above need not comply with the pro\'isions of Sec. 2-1213d provided all bathroom entrance doors ha\·e a clear open- ing width of 32 inches and are sliding or swing out from bathroom. (2-l213d Exception l) · c. Every ~ntry, opening or passage door opening to any area must have a ·32" min. clear opening. (2-12l3a-2) d. Public and common use rooms shall be made accessible. (2-1213a-3) c. Recreational facilities Including swimming pools shall comply with Sections 2-6llc and 2-ll0ia. (2-1213a-4) E. Bathroom entrance doorways shall have an 18" clear space to the side of the strike edge of the door on the swing side of the door, (2-1213d-l) i. When accommodations are provided with kitchen units, at least one and no less than one for every 25 of such accommodations provided, shall comply relative to-accessiqle ]cjtchen facilities with JUbsection 2-1213b-2,3,4. (2-1213a,.5) ADDlTIONS, J\LTERJ\TIONS AND REPAIRS TO EXISTING BUILD~CS. (2-ll0b-\1:84) 3 7. The are,a o( specific addition, alteration and/o_r repair, shall comply with the provisions of this Code. . a. The prim:iry entrance to the building and path o( travel to the specific area shall be accessible to the handicapped persons. b. Restrooms, water fountains, and public telephones which sel'\'e said specific ~rea shall be accessible to handicapped persons. c. InCormation regarding handicapped accessiblity shall b'e posted In lobby per See. 2-522b-8 DA 2/4/88 . . . ' Dates C/rt/g<t' Jurisdiction C/ff?..1,$/Jri:> _Prepared bys :5tt;p ~ VALUATION AND PLAN CHECK FEE PLAN CHECK NO. eB -6°'1 r BUILDING ADDRESS !'1(,,~ 0L/ ll~Hf,1/J ~- o Bldg. Dept. 8 Esgil APPLICANT/CONTACT #~ S.uff,'t '/ PHONE NO. __ ........., _____ _ BUILDING OCCUPANCY ~ .--z.-DESIGNER PHONE ·------TYPE OF CONSTRUCTION V-/V-CONTRACTOR PHONE ·------------ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER .. . tr:-r1Cb APPi '71 Ml f>'J{p 47' fJ() : 4--2-(/Z... Air Conditionin~ Commercial et~ @ i·~ -zs~1'60 Residential -ta .. Res. or Comm. . . Fire Sprinklers @ ~ Total Value 44-rc,w. ·f;t) . . -:2 '&"" • c-i>. Building Permit fee. $ ________________ --.,c.. ........ .;;,;__;_4V_~ ______ _ .30 Plan Check fee $ $ 24-8 ----'----------------_...,...-....,.......:-...:------~------ CO H HEN TS._•------------------------------ SHEET __ OF~-- , 12/87 ,, - ENGINEERING CHECKLIST 1 CIJ. CIJ .... .... ra ra 0 Cl CIJ ~. Date: · G /;,/88 LEGEND ii7 @ Item Complete ,;o ci:l c::i ,:j "C "C CIJ CIJ CIJ ;: ;: ;: CIJ CIJ. CIJ > > .> CIJ CIJ CIJ c::: c::: c::: ti D D ~DD ~·g g ~~DD @ D ·o cefoo ct' o-o ~/D D ~DD G(o D -.~D· D D ·o D ~D O· Phm Check No. 880697 Project Address: 19.6G 01./vMf,:JtA> J?p. Project Name: OM~D Ap,mo,,..> _ t=ield Check Date: --------------By: LEGAL Rl::QUIREMENTS Site Plan I tern I nco,nplete -Needs Your Action 1,2,3 Number in circle indicates . plancheck number that · deficiency ~as identified 1. Provide a fully dimensioned site plan drawn to scale·. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing . street improvements, right:-of-way width and dimensioned setbacks. · 2. Show on Site Plan: Finish floor elevations., elevations of finish grade adjacent to buildi·ng, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's pa rcei number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check ·PE--"------ 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8.. Right-of-Way Permit required for work in public right-of-way (e.g.,-driveway. approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit applica_tion required. To be filled out completely and returned to Development Processing. ~DO /~), 0 0 --.. ~OD ~OD ~DD ·~D D ~o·o FEES REQUIRED 10. Park-in-Lieu fees required. Quadrant: _____ , Fee Per Unit: _______ ; Total Fee: ___ _ 11. Traffic impact fee required. " Fee Per Unit: -, Total Fee: 'ff /79,0O 12. Bridge and Thoroughfare fee requirecf.. Fee Per Unit: . ·, Total Fee: ~ 39Ll ao 13. Public facilities fee required. 14. Facilities management fee required. Fee: '?:}-0 ~ 15. Additional EDU's required: ----'£ __ C;::;.._;/,l)="D ______ .,.--_ Sewer connection fee: ----Sewer permit no. 16. Sewer latera I required: _..;.~-=::~~---· ..::..,..._ ----------- REMARKS: -------------------------------~ !&_: I IF~ 8$-4 x JOCl?Pt>c ffi · If you have any questions about any of. the above items identified on this pl'an· check, please call the Development Processing Department at 438-1161 • · •: ,. a, a, a, .... .... .... ca co ca ·C O C cc cc: cc "O "O "O a, a, a, ;: ;: ;: -~ -~ -~ ·> . > > . a, a, ~ c::: c::: ... N rt') =ti= =ti= =ti= u u u C. C. C. ~D-D ODD PLANNING CHECKLIST Plan Check No. Bf'?0697 Address /96~ O..Uk'6Vh'"9/N .A3::>. Type of Project and Use 6ff1Ce .A0P/770,IV' Zone 0 Use Allowed? YES K NO Setback: Front Of< Side 0/<-Rear Dt< Facilities Management Zone JZ.. School· District-: San Dieguito _.Qs._ Carlsbad Discretionary Action Required YES Environmental Required YES -- Landscape Plan Requireo YES -~ Comments Encinitas -- San Marcos _........., NO -- NO K NO-ti- ---------------------------------- Coastal Permit Required YES --NO~ Additional Comments ----'---------------------"----- -DATE re@&$ --7....,L-J--.;::;..../+-=---- 2560 ORION WAY CARLSBAD, CA 92008 €itp . of <tearl~bab FIRE DEPARTMENT PAGE 1 OF_i_ TELEPHONE (619) 931-2121 APPROVED '>< DISAPPROVED PLAN CHECK REPORT PLAN-CHECK# <!B Ff?-597 PROJEcTt:~.1u£ /\1/l1-J11t1 It hu1 -tvA1/t>1. 1),1T;..DDREsslC/lob fJLJUDJflA1A1 1?1). ARCHITECT .... 7)n \/ / (;". At'>ORESS XI FJ..,u Po 12 T. J5E.A c A PHONE t.. -ir. -3 s<>c· 1 / 0 ,_.'( ... • I . . OWNEROl1()1::=,u///1111...I 1/IU;V, u11trt1~ .JJ1s.T ADDRESS ---------'---PHONE -----'-- OCCUPANCY '(2>.-7~ CONST. _____ TOTALSQ. FT. f?/h.2 STORIES -'---'7,_?{.J-=___;;;:aC:).___ D SPRINKLERED "¥-TENANT IMP. ~Yi.,...·J_'-J~..:--,~tf,~1_-fr _________ ~~---------'-'~--,----- __ 1. --· 2. __ 3_ --· 4. __ 5_ __ 6. APPROVAL OF PLANS IS PREDICATED ON CONFORMING . TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plani sheets ~--~-----------~---- Provide two site plans showing the location of.all existing fire hydrants within 200 feet of the project. Provide specifications for the following: ----~---~--------------- Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan. rriust be approved by the fire department prior to installation. The business owner shall complete a building. information letter and return it to the fire department. FIRE PROTECTION ·svSTEMS AND-EQUIPMENT The following fire protection systems are required: D Automatic fire sprinklers (Design Criteria; ______________________ _ D Dry Chemical, Halon, CO2 (Location: --'------------------------- 0 Stand Pipes (Type: ----..,...,.,---,,---,..,.......~----~-~~-----~------ '" • j,1 . ·D Fire Alarm (Type/Location: --------------~------------- '-/., 7. Fjre Extinguisher Requirements: / 1 ..._~~One 2A rated ABC-extinguisher for each l--:> rJt:?1) sq. ft. or portion thereo.f wrn:i a travel distance to the nearest r extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of ___ to be located: D Other: _____ -'--------,---'--------------'--~~------ --8. Ad_ditional fire hydrant(s) shall be provided----------'--~------------ ¥ _._9_ y 10. __ 11. EXITS Exit doors shall be openable 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 hours" shal{ be placed above the main exit and doorsl/,Jh .. ,.-... tF11L, 71 10ft l/...1011'/\ n·,,",/ 11.l, .. k JJ·t::.JL7J /--St}/..--;-- EXIT signs (6" x ¾" letters) shill be di.aced over all required exi;ts 1 ;nd directional sig~s located as necessary to clearly indicate the location of exit doors. GENERAL __ 12. Storage, dispensing or use. of any flammable or combustible liquids, flammable liquids, flammable ·gases and hazardous chemicals shall comply with Uniform Fire Code . . · __ 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 high stock pil- ing is to. be done, comply with Uniform Fire Code, Article 81. · __ 14. Additional Requirements. ----------------------.......,..~----- I i •' i~/wv7;;" 7S .s -t:-i...1 Ir' Co . , --15. Comply with regulations on attached sheet(s). \ . ) /$!:::::_/ / ~., --- Plan Examiner ·,._ · L: C I~~ -I • . ,; ~":;-: /; / /' /, ,.> ,_, Date-~-,_, -'--"'=-~...:..· .;...-r.,_,,,r, ___ _ ;· Report mailed to architect ______ Met with -'-----------'---·~-____ Attach to Plans ,, 'I· I I I I I I I I I I I ,_ I I ----- //-/ . --. --. --~----------------------·-Te us s e J. __ : / ... £,ec:..,h'\ , /) 1 ti 7b /3~ . L6J-/4 ~--;i ___ ~--~----~-------~/ to Cl/ ___ : ___ !)? tJ /7s_ ----------~-_::~-~--~------· -...... --DI -/C/ J)~ --. ------. --,-:::: -... -------· i . --··-----------.. -· --r .. O U_tJ_ja_ --~--c>~_S _____ .. ______ . ' ----.. -· ----,----''---··----------. ·--·---··· ---· ··---· ____ ,.. ____ ---, ___ ~ -~--------·---------->----·' -···---·---------· ------------:-------· ----------· ----·---·-· . . ' ------.. ---------------------'-~--'--,-----···--. ·--. . -; . ------------ . ___________ ___, ~------'----'-------,.-------------·---- ·---------·-·-·--·· ·----··-·-·•----i---..-..;._-----'---···---------· ~ ! ----------------,----''--·----'------- ' -· -·-· ---·-. -----· .. --------,----------- __ ,. /. r, f /,,, I A~~---VI' 1.,,,..,_/.,..;... Iii -/-EJ ·13-3 1 , t.-( ( <' ·h -;(-' ........ --.:-; V .,,-I ,:/ , __ / / .. c~-0t---.J .. 'fJ'J -£,, . t ..... / f I~ 1-' I I I I 1· I I I I I I I I I t 1· I , ., SO'r'L.E EnG1nEERlnG CORPORRT/On Project Q J l\)C,1' 1 'a,~,., offa,'tt... Deacrlptlon·----------A J Job N 1 ~. A: rf O I ') I O I 0-0 U _ ~ av Fttj D•tef· J2.-88 -_-_-____________ lL_j -:J ··-----------·----~----..... ---·------------··------------ / .., ~ c.,O c, --------.. '--· -· ----. --··-· -' _,._ ' --· ------------. - p L. _ -=-_ --. 11/"" --. --· ----.. --.. --1/'~ -tfi; .,J "1.ti --- / ~-.$ :,A _ _) --· __ · .•• -/ R:,u f.J -·-----·--. -.. -- __ c._c_ /)1_~) .:I !f..!)_(., ____ .............. - ----------...-. --. --· -. --. ~--. -·-----------··--------~ ---· ---------------., ,.,..;.... _ _,~-~--- ' ' ' ___ Za ts/ -Ct; A lr~f.z-:~~---~--~-: __ :2-o~.a-r;·,..__; / ___ t>e1:::J qi''\ _______ ].;_)·c,c t,:s,/ . : · I I --·----.. -------·---------·· -------~-. ------------___ ta.-1 ;)~---:-~; itt.L J& ·_ ,. ______ · ________ · ______ .. _ __ . ~ / l I ; , ; . j _ /4J j IJd ·---__ b 0' liq-_P-, ~--i ~ )) d_c,, ---~ _ __:_. . _ -·· -----.. . _ _ __ :_ --_ _· --. ----2,l--: _'( ; : : ____ , __ ...:.,_' __ ..:_ __ -----... .._ .... _ . --------_______ z_j6_' --. -~ ~---------..... ·---·- t ' ! 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"--'~--?: c). // ~ ~~~ ·' ·-V ------------~-- r __ : J A(l J .. -( V ~ ::._~~'_.>J's __ : __ b_ ---------·--------·-------------/,.. ~ . b --;---,____.-_;;.. / ~~ ·; ; -? "\.. ) f--: -'? ,"';> -·· -:£ -·---------•.. --·: ..... --·---- 'F :=-5" I Zt-t-:"·--.z_, .:....· .J.J .;1_., l..-...:_.'6 _'8 ___ _:, -··· ------. ·------ ! ' • -' ' I . i-· ! 'T,.,.r.A 1./x,i./ . : !---~--'-----~,---·· -------~-------------<-------'--~'--I-' e,___: ____ z 3-~8--~-/~-~5:_{J..0~ . -_ _/_f ?.~f.S .. "--i'--c-· -· ------------------- i. ' ---· _______ _c,.: 1,.; ~ • ,. 4_ faL-;-;_j d ( s tinii~~ ~-? pJ( ·_ ·_ -· -· ··-··---------·_ ---: 1.' -' • . ----~_,__ ______ • __ . --,.'--1'' 2.. ·-.,------~~-' i------'-]-· __,_M....._: -=--~______.-C/ J!.J_{J]_::}_ct. ::. c;t.zj~J-~_:l ____ d_sl.c£.~.! ~-.:: . --------/ ------------~----,---- 'j ,____---''----~~-L.0-x _+ _:. ____,_7~, (_'1 k ___ ___, __ __c__·_-.---_ I i : . ; . I i i ,_____.,__,l +,___,: hc...-,-: -_· _I ~11 si rl l~}f);~i -=---i~-'-/~/--~-J~t;:3-o~f ,1.1 ' : I I' ' I I ' ' ' ' I -'11 I ' • II t ,· _; ,· I ' ' : . : I ' ! I ' ! !. I I ! I ; ; ' i I I t I. ; • ' ;{,; ,; I) Ii ' I ~ I ' ' ,/ I ' • I I .--..-"\ . ' f S' -1·i,-11i~ I C..--r ! I • _I . i.'-t_;' ~ ! ._--.-:.--,.'-'=-;---------~] l l I ! I . f • ) ...... , / I ,.--I ( #-;1 \. ,-1..::' L.: -' -. -;. :::,. - , / I -~------ I. ~ t·- 1 I I I I I I I I I I I I I I,- \_ I I. '' BO...,f5E EnGlnEERlnG CORPORl=ITIOn Project O ) , ' IJ a,,.,.. ~ f ~~ a:&~ { Cl Description }) 7 Job No. 6 1$ / QI 00 _ _ _____________ , sH;,ET I By f\ p. Date, .... BQ,Chkd By __ Date___ / ----------. ---· -.-------------s ~~ !'f': !p'; 0 '------~, --~i~·----~-------------------· -------- l '. I ------·---------'---,-- I . , ' ' ,._ -l ., ! ,. I ! .... --i I ! I t ,::; "_) .. ~ I ~; ! I i I 1 u i l l L ! i ' ; I I l ; I I .I ' ! ' l ' ' I l I i i i J l I i I I ' I ! I l I I I ' I I j j t I i i 1 ! 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I I j I :;~l ;~i I /:; tli I ! ' l I l ; 1 i ~ 0-G 1 I ' , ! ' ! I ' : '"""• I i ! : I -_,_. '~ . I I l i i f ' I i 1 I ; : I i I ; ; : l. I : ! ; ' i I I ; ! I ' ' ' I ! ' . ' I ' ' ! I l i I I I i i I ' ( ! ' ' : i i ' l i ' I ' ! I I 1 ! ; i ; I I ! : : I : ! I ' ' I i i I ! i I i I 1 ' ! i f ! ' ! i i ' : ' ' ! i ! i l I ' ' 1 ! ' I ! ; J I l I ' ! ! -I l t ' ! I ! ' I ! i ; ! l ! i I i ' I i ' ! ' ! ! ! i ' ! ' 1 I I i l I ' ' ! ' i ' ' ·-·~·-·--------~ ---.. . . . ' -~-----·--·--·------ ' i------'------'--~.,..,.--;---1. ------·--·---! '--------"--------..;._--...;--1---t------------,--~---i--,-...---'----------·-·' ----------~------~~-----------~-----------~------- --------------·---------- !-------'-----,------,----,----;-,---------~--··----------'----- .~-------------------· -. -------·--·---------+-- ---·--:----~-----~---~ ·,_ I~ . . ·I 1· I I I I I I I I I I I I I I (' ,. I I • t SO..,,_E EnG,nEERlnG CORPORRTIOn 0 Oi1 . ti 1"1--, 1· Ck Description Project /i // 1J C/1.A ).._._ ?,,",._ Job No. D I~ ID J trtJ By F ~ ~ Datel:..Lf Chkd By ___ Date __ _ -----------,/Pl ! ~ ~ :.1 > _; • )_r-1!. lAA-L -~~---S.-----,---,--------~---- ; : ; . ___ , ------- ----;~-----,~~:-,~~~---/~t;L_~-----,7 c--( k,, __ " ti J~--~~' .,/:~~;--,~~~i,, r) ~· '. , ---I -4:,,' -.,,.; ~'----. • ; -:· I -:·---= • ; ,: ~--·------------------·--· ;_-=_/v_c_d /,.-, : w_~, /I : I \ 0 Lz ~..:.,/;_11:_: -~--'---; -----+----~-~ -----·--: I i -· ~~--jjj : __ · _---·--i)~-:-:, ___ ~_)__2 · t ~)f_· _ 1 --'-~____,/$"_Q_(._z,_t,_1l{J2: "-_ 9j3-pi1_·---··· I : ; ; ; · _-_l t?f _/ 3-/-) ; ;:: 9 1 g F s; i --~. s__LOJJ=(? f-~~ "! __ _ ----! } ' . l · r. -~~~--_;._Ll-,....,-__ -_-=.S-f~:®-1 --'--.-_ --~-l ,-:J,_,,-, -,.'--i.; w__,__!/-clt-,-.. -------------- 1------>l-......,._ I . . I I ! &.., _______ __,_ --.-·-·· l : ! ! . i i : I ; t ' i ! I I &: I ---------· .C I ; I I ' . ii BO~LE EnGlnEERlnG CORPORATIOn (j I . l t ~().i, . 11 "1 to 1 \ .Project 1 Lt,,,_> N f !'. .r; ~-( ~-t.._ Description Job No. /) I 'r'-I IJ I tP V ;J By .fi!:(.. Date t K '{ C~k~ By ___ Date ____ _ fl ---~ I ... f:a.M:°jJ e! -lL~~ ___ _ : ' . ----!--------------------·----------------- I I I I -I I r-- I I I I I I -1 ~· /-'· "V-' ' ' , : ~ J I : ' .j;J -~, v _,_j,· , ! :. i, lb_, 11 l u.1.>-__ -e._~_ r ; '; . ---'-----~~ .....__-'---,--"~~~---~,-I I : ~ • : l t i I t i . i I I . I ; ! l ' : ! : 6 ~ (_ -: s i l d_t i . '1 , -----------~~~ ___ _o._Q_] ! l , ~ 1 " "T ~~-----------------------, -;--J~-1 l--1 i l,!i U::/ ; 't: --,J · :. -, 1-· :'1 ' .----- i -----'----------·--·------· _ !.~--'-'' . 7-~~001! . ~-, -I "'-,~.L~t-.d:.~_: r--·---·--..--· ' : l ;),' ! i : :_____ ----· ________ ' :{§}l_.,__k_'·-~-~---~:-~....;...._------'--- ~e:..B I·,.--- i : 1 • • • I ' ' . ----.... --~------! _________ ,-·-··-··---- -------·-------------··--------··· .. ------ I I,_ I I I I I I ·I •• I I I I I I l. ..__ I I ! SC,',,11.E EnGlnEERlnG CORPORRTIOn A\ \ ') Project V ,. .. ~ \---'j:::i ' ... "' r41, / ~ Description Job No. a .1/:i I & I trt) \I _,........ _____________ , SH}ET I By J<~H, Date J ... j I Chkd By __ Date.___ / 1· l ·I i I l l ,J-I I l i ; j I l ! I I I i I I I J I ! ! i l I ! I J ! ./ j .. I I ,, ! I I l i I I ! I l f l I I I I ! . ! . i ' ' . ' I i I ! I I I I I : ! .I i I ., I l I I I I I- -? i I I I ! ' ,· -·----· ----r ·-· ... , -------· --------·------ ' ' ' . ·----------------·-------------,------~-----------·---· ,, I I I- I I· ,-.. ,. I I ,I I I I '. ( ,, _____ _ (I I I Certiticate ot <.;omp11ance (Part 1 of 2) \,;t--1 ~&~e2~,\~ '-M\ 3; X?PwY-A \ oA ~,M!...,\Mq ::: Hd:· \ Buid~ PenmNumber Project Location 1 Prescriptive AP.proach/Performance Approach Strategy 1 Cl:C Occupancy Type • • • • • • • • • __ _ 2 tJBC Occupancy Graup,t)Malon • • • • • __ _ 3 Paclcage·Selecfad • • • • • • • • • • • ._, __,,,,...... " Grou Condtloned Roar Arn • • • • • • :e, 9 G rt2 Roof and Floon 5 Proposed Rool/Ceilng Rt (CF-2. CF-3) • • 2.,?, 6 Recpred Roof/Cei&ng Rt (CF-2) • • • • • \ C 7 Proposed EJdarior Floor Rt (CF-2. CF-3) • • - 8 Required Extlrior Roar Rt (CF-2) • • • • • - wan. -- 9 Proposed Opaque W,J Rt (CF-2. CF-3) • • '2.0 hr-F-ft2/Blu 10 Wall Heat Clpacity (CF-3) • • • • • • • .___ BtulF-ft2 11 Reqlired Opaque Wal Rt (CF-2) • • • • • j .S hr-F-ft2ai Glalng ~ w... '.2..0 12 Eld8rior Wall ArN (CF-2) • • • • • • • • ~ ft2 13 Total Glazing Anta (CF-2) • • • • • • • • l '2, e) fti 1" Proposed Total Percent (UM 13/ Lile 12). +:Q ,r. 15 Awrage Total SC (CF-2) •••••••• ".__j__ 16 Alowed Total Glazing Per0lnt •••••• ----,,a: So:;,---,r. 17 WNtExteriorWalAnta(CF-2) •••••• \'2.e> ft2 18 Wnt Glazing Area (CF•2) • • • • • • • • 0 lt2 19 Proposed Wnt Plf'l:Wlt (CF-2) • • • • • • 0 ,r. 20 Awrage Weat SC (CF-2) • • • • • • • • 0 21 AlowedWestGlazi,g.Pen:lent. • • • • • -,r. Gluing In Roof (Cf.t) Proposed Alowad 22 Skyight 1 • • • • • • • • • :::;;:::> cM CZ' lt2 23 S!(yight 2 • • • • • • • • • ___ _ __ lt2 24 Skylght3 ••••••••• ------lt2 25 Skyllght-4 • • • , • • • • • ------1t2 26 Skyight 5 • • • • • • • • • ___ _ __ ft2 27 Skylght8 • • • • • • • • • --------lt2 28 Skyight 7 • • • • • • • • • ------ft2 29 Skyight8 • • • • • • • • , ---___ lt2 Lighting (5" P,a,t 2 ror .-ildlloonal ,,_,ormance Spec1lication11 30 Proposed A*118d LPD (CF-5) • • • • • • '2 • \t; WdAlfl.2 31 AlawedlPD(CF-5) ••••••••••• 21 2:'.3> Wattllft2 HVAC (SH Pitt 2 for Add1toona1 1'9rlormance S,-:ificat-1 32 Performance Set Seleclld , • • • • • • • ___ 33 PropoHd Fan Waltllge Index (CF-<4) • • • , :.i_g Wattllft2 3-4 Alowed Fan Wallage Index • • • • , • • ____ Waltllft2 35 Proposad Cooling POMr Index (Cl4) ·*. '24 • le, B""'1t2 36 Alowed Cooling Power Index • , • • • • __ BtuMt2 37 Propoud Heating Poww Index (Cl4) ••• 15,lcz BIIMt2 38 Alow9d Heating Power Index • 1 1 1 1 1 1 · BIIJl\lft2 For Enforcement Aqetrt::/ Use Only Signalure and Regiatrdon Stamp Da Apl)C'OvedBy Performance Approach Energy Budget 1 CEC Occupancy Type • • • • • • • • • __ _ 2 UBC Occupanc:r Gnx.tplDMalon • • • • • __ _ Data Data 3 Conclllonad FJaor A1N • • • • • • • • • ft2 ,_. BudgetTable ••••••••••••• .__ __ 5 Alowed Energy Budget (WS-1A) • • • • • kS1u/tr.ft2 Calculated Annual Energy ConaumpUon 6 Approved Calculation Method • • • • • • __ 7 CEC Designation • • • • • • • • • • • • __ 8 Mu~plier ••••••••••••••• .__ __ Eadmatecl Energy UM . • 9 Hu*"; • • • • • • • • • • • • • • • • ___ ·1 k9tultr.ft2 10 Cooling • • • • • • • • • • • • • • • • kS1u/tr..ft2 11 F.,• •. • • • • • • • • • • • • • • • • k8tulyr-tt2 12 Ughta • • • • • • • • • • • • • • • • • k.Btu,yr-ft2 13 Mlacellaneous Equipment • • • • • • • • ___ k811.1,yr-tt2 14 Totll • • • • • • • • • • • • • • • • • __ k8t1Myr-tt2 15 "4. Tolll Energy Use ('"-'-8 l!C Jln4t 1-4) • • ,.___ kStu,yr.ft2 Compliance Statement General. The p,opoaed building repreaented In this set oi ccmpliancil doc:umenldon is canaiatant with 1he OlfMN' compiance forms and WOi'kaheela, with 1he plans and 1f)!tCillcallona and with any other calculations or computer IU'II submitted with lhia permit application. .,_,onnance Approach. (when applicable) The energy performance eslimaee prasenilld on lhli fonn was calculatad u~ Iha approved cak:ulallon melhod indc:alltd abow and with the CEC estabUshed fixed and mtricead engineering i,puts tor the applicable dimale zone and occupancy ty~. . PrNcrtpllve Appn,ach. (when appBcable) The proposed builcin; haa been daaigned 10 meet the requirements of the Allamative Component ~eindicaledabowfor1he~· ~- -=:: ;~ -~----_:::::::.:::,,-,,::;- "F.:,\ \ a.~\ ~~<2S1 ~o--\-~ ~ ... Q .. ~ -'Pa..& ~IJ .... <Q-.,. ~~ '--0~ ~c:,o ~~. Page _l_ ot .} ~ ·_1 ,, I I I I I 1· I :1. I :I I I I 1· I I I ( -~~\Ct: "j.\j\l.O\s,G i=-X9'\.\'S)W x~e ?,i..\..,s"l.~ o~,/eie DocunenlatanAl.ldlanfiml I :;,::.~ .· ... ... :·. -~::·.:,• ... .Addr'Na' baii '·Data Additional 1'9rfor!MIICe Approecn Strategy. Specillcatlone Lighting ba• Oaii Adchla- Oaie E11fof c 1111 ent·Agency HVAC ·1 (I \ I Roof A a C D I Roof Proposed Areal Type Ania R-Ylllue R-Vllue "\ \\ 2. I"\ E~ 1.r ~ I I I I Total. U'Jr> Total \n Awrage R-Yalue I \\ z: I ColB/ColD I Glazing in Roof t:)oQ.i: '· 11 \ A B C D -St.rfaceArN Type North Eat South I I I I I Exterior Wall Area I I ( A B C D l:el SwfaceArN Eat Soulh -- cl I For Enforcement Agenc, Use Only Checked By Date Exposed Floor Area/Soffits ~o~~ Roor/Soffit Type Total E F WNt Horizontal Total E F . Welt I Tota a C D Ania Proposed R-Ylliue Ania/ R-value Total Average R-value l._ __ _, Col B/Col D G H Total (At) p~ Pro~sed I I I I I I I I I I I I I I I • I \ t:nve1ope ~urnrnar y ru1111 eta 1u vvu, t\:=,11t:t:fl tt'an 2 01 ,) vr-~ Opaque Exterior Walls and Doors A B C D E SutfaceNN -· Wal Norfl Eat South Welt Type <An) (Ae) (Ae) (Aw) '\ ~ 'lr-i --\f]~ Tolals Glazing in Walls A B C 0 E SurfaoeArea ~:.111 Nonh Eat South WNt (An) (Ae) (As) (Aw) -'I \"2. fill. --- Totals For Enforcement Agency Use Only o ... F G H J K Pn,poHd.Wall ~irement Tota -~ R-Value A-Value (At) (Rt) At/flt (Rr) At!Rr A .o .e> -l~.n,;i:;i, .,_,.;::.,. () ;. ~\i?. r > Tolll 2.\., ~ Total Sl.'2 Proposed Required .. Weighted Awrage A-Value l '2..\ \ :S l ColF/Coll 1 '&l· a. I ColF/ColK F G H J K ~ Charac'8rincl Weighted Averages Total Total Area We1tAnta Total Area (~ U-Vu,e SC xU-Value xSC xSC '..,,. ....... _, J ..5?-i. \ &,'1.~ -\IJ ~ . "------ '- -· . Totals r ... 1-~ \''Ln U-Value Weit SC Total SC -A\18111gel I • S$ I -I ' I Coll/ColF ColJ/ColE ColK/ColF Page.£ot \ 2,... I I I I I I I I I I I I I I I I I I I · l"'r'lUt"V~ICLJ "-UN~ I HU"-l lUN A.,~CM0L. l BUILDl·NG ENVELOPE COMPLIANCE r-orm ~ (NR-8/81) Check on• •nd writ• In conatructlon ••••mbly number below (e.g. W•II· t, Roof·2, etc.} Bl Wall-j_ Cl Root-__ D Floor-_ 4- . ! i ' ~ V· ~ ( \ I ) ~· ( t """I ~ ' ' ' Sketch of Conatruction Anembly F~aming type: '::CooY'- " wood complete th• following and adfust construction assembly for framing: S• Ii _I) • X I -• 1ze:~ ~ Spacing: \b · O.C. Indicate area, weight of construction assembly, and appropriate factors be1ow: List of Construction Components 1. 'r'S:' s~~- 2. Ye/v\_~ ~~. 3. (.o''~c~~OA.A 4 •.. o/6 G<)p. 5. 6. 7. 8. Outside Surface Air Film Inside Surface Air Film Total Thermal Reslstan~e (~1 ) U-Value (1/RTl. -!b~ Coo/Ing -As Cooling -~,.,~ Coaling -~'1. Coo/Ing '· R•Value -~~ Heating .. Ci?~ Heating ?J. l Heating .o~8 Heating Wall: Area .SSo· tt2 Weight PI lb/ft2 MCF. 340 Note:. Total RT and U•Value must be ad/usted for the effect of framing when approprl•t•. TOeq _ Roof: Area ____ tt2 Weight __ lb/ft2 Mc Ac Floor: Area (raised only} ----ft 2 . s~" c.o~ ; Co,88 - ~ w::f ~ :r Cf - (\L E>X:q) ~ G4sX 2t}A)_;. to - 0-,DS ~y' .., \lo -: -------- 1· I I I I I I I I I I I I I I I I I I .PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE form ~ (NR-8/81) Ch.eek on• and writ• In conatructlon •saemb/y number below (e.g. W•ll• 1, Roof•2, etc.J · 0 Wall-_ Bl Root-__ D Floor-_ A-Value List of Construction Components 1. Co"'~e.~ ,{,\~ ·····2 •.. qo~-¾-EC\ a. Ye. \""7?\ ~ u:>oc cl . Sketch of Conatructlon Aaaembly Framing type: _____ _ It wood comp/et• th• following •nd adfust construction assembly tor framing: Size: __ • X • Spacing:, ___ • O.C. · Indicate area, weight of construction assembly, and approprlat• factors b•low: Wall: Area ____ ft2 Weight __ lb/ft2 MCF TCeq Roof: Area Weight Mc Ac Floor: Area (raised only) 89,fo ft2 e<p_ 1b1ft2 .92,, • 52,, ----ft 2 4. (.g\\ ~~~~ .. 5. (.\.,~. ~~0-.ee. · \ a. Y2." ~o-s~ .. ~~ ~'"~,<\\E:.. 7. a. Outside Surface Air Film ,25 Coo/Ing Inside Surface Air Film .gf. CooJlng --2~,l Tota'.I Thermal Resistance C~r> Coo/Ing U-Value ( 1 /Rr) .o~~ Coo/Ing .BO.· \,2. 5 . \:] Heating • (o 1 Heating ££,'1 Heating .c,44.. Heating Note:. Total RT and U•Value must b• ad/ust•d for the effect of framing when appropriate.