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Home My WebLink About2508 EL CAMINO REAL; B2; CB890194; Permit'J l ., "' z 0 ~ <C a: <C _, u w C IC --•-------S,[' • D I hereby affirm that I am•llcensed under U provisions of .Chapter 9 (commencing with :-c·S,ctlon 70Q0) of -Division 3 of the Business 1-, .and Professions. Code, and my license is In ~-· . full·forc;e,and effect u , • !"hereby affirm .that I am exempt from the Contrac-tor's"t1cens'e Law for the following reason (Sec. 7031.5 Business anlf Pfolessfons Code: Any c,iyor county wliic~ re-·· -, quires a j)Brrfut to construct, alter, iinprove, demolish1 or repair any structure .. prior to its iSsuance also requires lhe ap-~ ·pl1cant for such permit.to ![le.a sig'ned statemenrthat heds licensed pursuant to the prcivis1ohs of the Contracttir's License Law (Chapter 9 commencing with Section 7000 of D1v1smn 3 of the'Business and Professions Code) or tttat'is ex- empt therefrom•and,the bas,~ fQr the ~j~gfo el'em~licin. 'Any. vmlat1on,of,s~,!1gn 703,j -~ by, ~n-~ppl1cant for a_perm,t su!J' ject~the applicant to a c1v1\ penally of not more than five hun- dred dollars ($500) -I I ,I, a~ owner-ciflhe property. or ·my employees with wages fli., as their sole.compensation, will do the work, and.the ~truc-e ture·is not intended or offered-for sale (Sec. 7044, Business -1i1 • and Professions-Code: -The,Contractor's license-Law-does 5-· : . "not 1'lli>II' to a~ ·owner .of propeit( who; builds or, improves· • thereon and-who.does·such work h1msell or through his-own iii: . '. employees, prov,ded,that-such-improvements are not intend, w ed·or offered for sale. If. fiowev_er, the ~\nfding cir improve-z ment is sold wilhm one year of completion, the owner-bmfder :II: will Wave the buraen · of-proving that he did riot build or im-0 prove for the purpose of.sale). z., 0 s z w A. ~,-u· ~ a: w ,,.; -~ 3 • I I I, as ·owner of the property,' am exclusively contracting · with \Jceitsed contractors to construct the project (Sec. 704A, . Business ,and Professions-C,ode: The Contractor's License Law does,not·apply to an owner-of property who builds or im-• ' proves thereon, and who contracts (or each pro1ects with a contractor(s) license pu'rsu~nt to the Contractor's License Law). . · · !1 /is a homeowner I am improving' my home, aQd the follow-ing-conditiofls,ex1st: 1'. The work is being performed pnor to sale 2. I have lived m my home for twelve months -jir\or to completion of this work. 3. I have not claimed this exemption during the last.three years. D I am exempt under Sec. _______ • B &·P•C. for this reason ____________ _ 0 · I hereby affirm that l'h~ve a certificate of consent to self-insure. or a certificate of Workers· Compensation In- surance. or a certified copy there9f tSec. 3800. Labor Code) POLICY NO COMPANY CJ ,Copy is filed with the city D Certified copy i~ hereby furnished I CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This sectlou need not be completed ·If the permit is· for one hundred dollars ($100) or ·1esS) · 'D '1 certify that in the.performance.of.the work.for-",Y,hic~ , this permit is Issued, I shall not employ any person in~ar;iy ~ m.Bnr:ier so as tg 1?9~om~ subject to the Workers; Campen· sat1~n Laws ~f-California. ~~· NOTICE TO APPLICANT: \!.,after making this Certi(lcate 1, , of E,xemptJon. yo_u should become subj_ect to the W,orker:5· 1 ·Compensation provisions of the Labor ,Code, you must fo-rthwith comply witttsuch provisions or thlS perlTlit shall 00 deemed revoRed.-· [ ,D I here"by aff,lrfn that there is a corlstruct1orl lei,ding ffi '. agency for the p8rformance of,th,ework·!Or.which this,p_~r- 0 mit is issued (Sec. 3097, Civil Code) ffi Leiider;s Name, _, ------~----~- Leh de r's-Addi" es s ____________ _ ~: -"-""·"·' . ·usrBAlCP-OlNTPEN ONlY &7f1RESS HARD --:-APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ' CARLSBAD -BUILDING DEPARTMENT L_--?0?~·Las Palma,s, Dr., ·Carlsbad, O~·9?Q_Q~~15 (619) 438-1161 "PPLICATION • PERMIT JOB ADDRESS AV, ST. AD. THOMAS·BROS NO. __ d !:(i?<f ·Ee\_ r~~/,VO /f.94L ~/?/; z2-1:;:;3p;;IONI VALUATl~N · · ~~~~A~c?.-¥-~~6_..,,--?"_ _ ___ -,,. 890/?,/ PER'MIT NUMBER LOT B~OCK. I sue9'.y1s10N I ASSESSOR PARCEi. NO. OWNER'S NAME CONTRACTOR .:Ji56Z.--~ ~ ZONE ~~77t:> CONTRACTOR'S .ADDRESS BUILDING SQ. FOOTAGE ? ~ ff /1:./} A~.; 1 ~•---i-OWNE~l:i.(!lj!c · ff//~ ~r,-,/7 ~?' /PC. _ . ·. ~f?-;{vJ3 : OWNER'S MAILING ADDRESS ¢? /4-u.-e4F-~ ;z;e:. ~ ~~ STATE LICENSE NO. ~--,,B~S-5'/o 1. Z?<>CJ ~~/NAJI~ ~~ . • I ~!;SIGNER DESCRIPTION OF WORK ~ DES1G'NER'S ADDRESS I--__;_· ---'---_;_· --'------'-· -:---~---'------------:--... ~~--' ~r.~.:; r~) ., _ I CENSU-S TRAC~ 1 PARKING SPACE l RES UNITS J ·QTY. PLUMBING PERMIT -ISSUE 7.so . EACH FIXTURE TRAP EACH ~UILOING SEWER EACH WATER HEATER ANOiOR VENL EAGH GAS SYSTEM 1 TO 4 OUTLETS EACH GAS SYSTEM 5 OR MORE E~CH INSTAL.. ALTER, REPAIR WATER PIPE EACH VACUUM.BREAKER WATER SOHNER EACH ROOF DRAIN (IN?IOE) TOl AL 'PLUMBING I Q:rY.I ELECTRICAL .PERMIT -ISSUE 5~0 NEW CONST EA AMP.'SW1 BKR 1 PH ', ·.• . . (i PH J-.;>_Q'C) --·-· ··-··- EXIST BLOG EA AMP/SWT/BKR 1 P.H. 3 PH RE-MOD_E·L'ALHR\ PER CIRCUl'T TEMP PO LE 200 AMPS OVER 200 AMPS LEMP OCCUPANCY-(30 DAYS) T:O·TAL EL'ECT'RIC'AL l -· 101.- GRADING PERMIT I_SSUED YO ND F/P FLA ELEv:1• vO NO I REDEVELOPMENT AREA YO NO QTY.I MECHANICAL PERMIT -I.SSUE / I INSTALL FURN_. DUCTS UP TO 100,00,0 BTU OVER 100,000 BTU BOILER/COMPR~SSOR lJP TO :i HP BOILER/COMPRESSOR 3-15 HP METAL FIREPLACE VENT FAN SINGLE DUCT MECH EXHAUSl HOODIDU~TS RELOCATION OF EA FURNAC~/HEATER DRYER VENT . TOTt;L MECHANICAL QTY. I MOBILE HOME SETUP CAR PORT AWNING GARAGE ... T'.OTAL DESIGNER'S PHONE STATE LICENSE NO. NO 6cc GP EDU -STORIES tl5~trurC;;;t~E :~ .,,.----...----__,,.,,,~ $659 03/24/89 0001 01 1:.lldPmt. Not Valid Un!f!Ss Machine Certified -· -/ 5 ,aflc:J ·,i11 V SUMMARY/ACCOUNT-NUMBER I:".!_ , •Btl!)_i!!!'Lq PERMIT OOT=lll0·00-00-8220 /~b ifal!,'!. ... -,,,__,.._JLSIGN PERMIT 001-810-00-00-8221 ~~w.y WU . I t,l,Pf~®fil;~[\1) mi, ;p,., -... ..! -;:_,~ • ...... v,·1~1g;m -u tOt!t!T-11trr.~~,t.1~lt-J:1r,,,~ 001-810-00-00-8891 001·810-00-00·8222 r :;i. .:'5 q ----H-r: ....i;,. ELECTRICAL 001-8-10-00-00·8223 /tJ.5 MECMANICAL 001-810-00-00-8224 ,;4 MO~ILEliOME 001-810-00-00-8225 , SOLAR 001-810-00-00·8226 STRONG MOTION 880-519-92-33 2- FIRE SPRINKLERS 001-810·00-00-8227 ~</-PUBLIC FACILITIES FEE 320-810-00-00-87 40 BRIDGE FEE 360-810-00-00-87 40 .,_ ----"---- PARK-IN-LIEU (AREA TIF 312-810-00-00-8835 LA COSTA TIF 311-810-00-00-8835 FMF LICENSE TAX , o-~ c; 00·1·?10-00·00-8162 --~g-o MFF 880-519-92·57 02 -CREDIT DEPOSIT L./R'6 Jr:/ > TOTAL F.EES PAYABLE I,.~'----l 5/J-rt) - 573q00 I HAVE CAREFUL!. Y EXAMINED THE COMPLETED "APPtlCAT!ON AND PERMIT" AND DO HEREBY Expiration'. E~ery permit is~ued by the Building Official '!nderthe pr<!v,~ions of this * AN OSHA PERMIT IS REQUIRED FOfl EXCAVATIONS OVER 2 u::: ~ <1l 0 C. E ~ I 'O 0 CD c <ti (.) C. C. <! I -" C a: ~ 0 (/) (/) Q) (/) (/) <! I ;:: 2 ai >- Q) g <ti C u::: s t: Q) ~ CD 0 u Q) 'C. (/) C CERTIFY UNDER' PENALTY OF PERJURY THAT ALL INFORMATION HEREON lNCLUDING THE Code ~halt expire by llmitalion 8nd beco!"e null and void. If the building or work 5' O" OEEPAND DEMOLITION-OR CONSTRUCTION bf · aulhonzed by su rm,t 1s not commenced w1t!)in 180 days from the date of such -a, DECLARATIONS ARE TRUE AND CORRECT AND I-FURTHER OERJIFY AND AGREE IF A PERMIT 1$ permit, or f t uitdin or work authorized by such permit is suspended or STRUCT\JRES OVER 3 ST<>f'IES IN HEIGHT. _ ISSUED: TO COMPLY WITH All CITY. COUN1Y AND STATE LAWS GOVERNING BUILDING CON-abandon at n ti eater the work 1s commenced for a nod of 180 da . :C STRUCTION. WHETHER SPECIFIED HEREIN-OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND -$l KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABIL)TIES. JUDGMENTS. COSTS AND APPLIC OWNERD ·CONTRACTOR O , -· -DA~T~ · --.• EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE • BY PHONE fJ /'. _ · ';? ,-/,/._1 GRANTING OF THIS PERMIT. ~ 1 ~ ~ f It; ·v ·r l ' .. i ·, :: :.. ~ TYPE ' DATE INSPECTOR ' BUILDING. ' FOUNDATIO~ ' ' REINFORCED STEEL ' MASONRY ' l . GUNITE OR GROUT I . I &UB FRAMED FLOOR D CEILilNG ~EATHING D ROOF 0 SH~AR I) . FRAM_E h/~7~ d . .<,5d /4- EXTERIOR LATH l , I/ ' ' . INSULATION ' . I / ' . -. INTERIOR LATH & DRYWALL . 14.,~ /~ IA ' ' "!'. ... I'' l PLUMBING I i D SEWER AND BUC_9 D P~/CO n UNDERGROUND LrWASTE D WATER IJ,1-~ .I/,/ TOP OUT 0 WASTE D \'\'ATER r TUB AND SHOWER PAN ' I ' GAS TEST I ' I 0 WATER HEATER 0 SOLAR W,+.TER I I ' ELECTRICAL I 1 '-I D ELECTRIC UNDERGROUND D;UFF~R ROUGH ELECTRIC I ,' ' I - 0 ELECTRIC SERVICE 0 _ TEMPQRARY 0 BONDING 0 POOL I I ' ' ' MECHANICAL ' ' J 0 DUCT & PLEM., D REF. PIPlt,,G HEAT -AIR COND. SYSTEMS ' . ' ~ ~ -..... ~-:_, ~ '. .. ..... _-.~ I .. VENTILATING SYSTEMS I .. I I I .. .. ITEMS ABOVE HA.Vf.BEEN APPROVED. FINAL I : . ' . :--, ~ .. . ' . ·-' PLUMBING I • I : ELECTRICAL ' r, ' MECHANICAL ' I I .. . . GAS I A . .I I ,. _,,. I , BUILDING I I-,./ ,cJ'f Jf/,'I Ju~/ I I SPECIAL CONDITIONS I t y l ' ' ' . 1tqo,~~ Flf=:LD INSPECTION RECORD R.EQUIRf:D SPECIAL INSPECTIONS INSPECTOR'S NOTES -'· . .. .,_ "": . REQ. IF INSPECTOR'S INSPECTION CHECKED APPROVAL DATE • .. ., .. SOILS COMPLIANCE PRIOR TO FOtJNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI . --~-.. -----' , .. PRESTRESSED CONCRETE . ,.PbST TENSIONED . CONCRETE FIELD WELo'ING 'I; .. HIGH STRENGTH . BOLTS . . .. SPECIAL MASONRY .. . - PILES CAISSONS . ---- -· -•.. . . . . . . ' . -< .. ~-· ;:• -. : .• ..; ... -- ,,,. --~ ,., ,· --· •' ._.,.., ., \ ,. ,, -, ·, •: ... . -. . .. ~~ . '. ,. ~ ...... -.. .. . -.. .. : ., -•,,;.,.."::; . " ... .: ... ,. " . _ .. ~~ ..:, -' . .. .. ' -•', ·, ' ---. .. < } . -.-. ·, " .. .. l ol\' ' .. ,- DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMA$ DRIVE . CARLSBAD, CA 92Q09-4859' (619) 438-1161 MISCELLANEOUS 'FEE REC:EIPT' Applicant Please Print And FIii In Shaded Area Only JOB -I • • ' : ADDRESS J.,50g /EJ_.C4flllf}I[() ~~ ~)6,IW ASSESSOR'S PARCEL NO. '.OWNER'S PLAN ID NO. [~tb~~~s 11{ft) eLCAMJND ~ ', ___ ___,._...;._ ___ __,.._...,._ _________ _J 4776 02/14/89 0001 01 05 : CITY eket-5&t11J . ZIP qJm.J' TEL.163-EYt:;/3 .VALIDATION AREJlisc 185a00 I -• :c _o_N_T_RA_c..__T_o...,..R----'-'----''--J=· ....... ....;;;~'------CfJ_N,r: __ ¢ut11 __ 6..,.·}\\_· __ ~ ESTMATED VALUA_ TION U_ . fa DO CONTRACTOR'S · -~ : ~tb~~~s _..tp-:=f 1JiMaze>'( 'f.){e PLAN CHECK FEE oo1-810-oo,oo,8821 --------=---....,.;.:.__:_----'------'------I IF THE APPLICANT TAKES NO ACTiON , WITHIN 180 DAYS, PLAN CHECK FEES TEL. /'5'3--/{)7'7 0 · WILL BE FORFEITED. STATE "2. /_ /1 { BUSINESS · LlqE~SE NO, vLJ.16° "'1. 0 LICENSE NO • ',)"c--0-0, . . 00 - . SUBDIVISION------,.--LOT(S)--------+------,,'--'-----___; __ ----'-__ --'--_____ _ ; LEGAL DESCRIPTION CHECK IF ·SUBMITTED: D 2 ENERGY CALCS D 2 1987 ENERGY CALCS _FOR NON RESIDENTIAL BLDGS , DESCRIPTION OF WORK D 2 STRUCTURAL CALCS .D 2 SOILS REPORTS 0 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE , CONT ACT PER$0N LA COST A LETTER . Al;>DRESS SCHOOL FEE FORM ZIP tfloZ . TEL. 5?r(a?7_ t). P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY DATE White -File Yellow -Applicant Pink -Finance Goid -. Assessor -·-I. •i' ,-.,. '' • ,, .-,., •• ~ \-... • ' • ~ ~ ! '' l,. \ FINAL ~UILDING IN-SPECTION · PLAN CHECK NUMBER: . ---'~'-9~0~1_9_4 ____ --"----'----~---'-DATE: 4/20/89. PROJECT NAME: --'-__ J_e~n_n_.Yc.,..._ ~C'-r_a_i_g_W'-'-e~ig.._n-'-t'-'-L-"o....::.s""""s---,CC.,..Ce..;_n;..:;te"""'r __ -,---'-'_-'-'-_----''-'---'---'-'----'-"""'- ADDRESS; ____ 2_5-'0'-"8--'-E'-I _C-"-a'--m=·=in.:.Co:-+-R=e=a:..:...1 _---=S-=u:..:...it=e'---",B'---=2_' -=--'--:-'----,--,---'-----'-,----'-- PROJECT-NO.: -----------'~ UNIT NUMBER: .. PHASE NO.: -,---'-,~-----'--'-~ TYl?E 0.F UNIT: . Comm TI NUMBER OF UNITS: Mary 753--6770 CONTACT PERSON~· -----~--------~----"-'-------'---'---,--,--c=----'-'---'-'---'--'- . ,. 753-6170 °ඓ CONTACT TELEPHQNE:_~-------------'------'---~.,........,-'-,---~--------,--,..--'= · bldg, eng, plan, fire, water · :'INSPECTED ~-. . . 8¥, ~·.--,---+~-=-~---- INSPECTED · BY:,_. ~----'----~--- INSPECTED . BY: ________ ~_ DATE · · INSPECTED: APR. 2 4 1989 DATE INSPECTED: DATE INSPECTED: ---'----~ Costa Real Municipat Water District COMMENTS: . Eng·ineering Oepartmer,t · (619} 438-3367 -- ' \ ' I• APPROVED I· : DJSAPPRO\{ED. ---'~ APPROVED --,----- APPROVED , ~------' Rev. 1/86 WHITE: Suspense BLUE: Water District ,GREEN: l;ngineering CANARY, Utilities , PINK:·Pla1:miri,Q GOLQ: Fire •. 1 FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 890194 PATE: 4/20/89 PROJECT NAME: ___ J_e-'--n_n ..... v_C_r_a~ig.....__W~. o_i_9_'1_t_L_o_s_s_C_e_n_te-'-r ___ ,-,--,-;-_ _,__--,---,,_.,.--- ADDRESS: ____ 2'-_ S-'-0_8_E_-·I_C_a_m_in_o_R_e-'-a-'---l-----'-'S--'--u'-'--it'--e_B_-_2 __ ~~-,,-----'-~~---- PROJECT NO.: -~-----UNIT NUMBER: -"------~-PHASE NO.c ------~ TYPI; OF UNIT: . Comm Tl NUMBER_ OF UNITS: J,1ary . 153-6770 · CONTACT PERSON~·----~-------~~--'------,--,----~-~~-,--~ 753-6770 dONTACTTELEPHONE: ____ ~-----------~~----,--'----~----- bldg, eng, plan, fire, water ' l ~ INSPECTED DATE BY: INSPECTED: APPROVED · DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED · DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAp PROV,E[) .. . • _.;... COlv,IMENTS: -----~-----------------'-----'---'--~_.__~-' ,, Rev. 1/86 WHITE: ~uspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: F'lann"ing GOL:D:-Fire n,,•,,; ,._,. 1,,'I ,,. ' ·i ',•' ·t . .;;., ' ,, -~"; .. ,. ' w~ t;il J FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: Li/20/89 PROJECT NAME: ___ J_ll_i_·u_1y,,___C_r_u_.fn,c..__S.;.:_.'u_~1=$f;c..l·_,t_t_o--'-5-'-r,--'C-'-_0_.n __ t--~_,__." _____________ _ ADDRESS: PROJECT NO:: -~------UNiT NUMBER: -----,-----~ PHASE NO.: TYPE OF UNIT: Cor.1m Tl NUMBER OF UNITS: i~i~ry 153-$170 CONTACT PERSON·~-------------------------~----- CONTACT TELEPHONE~·---------------~-------------- INSPECTED ~ BY: ___ ~------ INSPECTED BY:_~'--~--~--- INSPECTED BY: ______ ~~-- DATE p// 71 £~ INSPECTED:~ APPROVED 7 DISAPPROVED __ _ DATE INSPECTED: APPROVED· __ _ DISAPPROVED __ _ DATE INSPECTED:· ____ _ APPROVED DISAPPROVED __ _ COMMENTS:-------~-------------------------- Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN, Engineering CANARY: Utilities PINK: Planning GOLD: Fire ... ·• FINAL BUILDING INSPECTI .• ECEJVED ~PR f-i. 2 4 1989 PLAN CHECK NUMBER: 890191! DATE: 4/20/$9 PROJECT NAME: Jilnny Crutg S1,1;:loht L:;mz Cr¼nt<dr ' ADDRESS: 2500 El Camino R,1al Suito B-2 PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Cornn Tl NUMBER OF UNITS: ,.tary 153-,511'0 CONTACT PERSON: 753,,.6770 CONTACT TELEPHONE: ttkiu, nn~.h pl:.n., flro,. V/,t.ltf-::r INSPECTED DATE lfbtilf9 DISAPPROVED K BY: INSPECTED: APPROVED INSPECTED DATE s/rr !t1 / BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: . . 3 / t'1 /&9 JURISDICTION: Co..,"'\s. 60..c\ PLAN CHECK NO: 89-\ g 4 SET :U PROJECT ADDRESS: 26 OB E..l Ccum L 'Y\O Rea..1.) B2 PROJECT NAME: 0e"'<\'f\Y C,o..lg TI . · II D D 0 D The plans transmitted herewith have been corrected where necessary and substantially comply with the .ju~isdiction's building codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction·• s building codes when minor deficien-cies ddentified _____________ are r~s6lved and checked by building department· staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. 1mtil 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 Esgi1 staff did_ not advise the applicant contact person that plan check has been completed. II Esgil staff did been completed. adv~se applicant that the 2lan ch~ck has Person contacted: ~Oe, \ {,0,,,c,Aa,,, Date contacted.: ~t \]{Ee. 9-Telephone # lfY\ pe,&) '(\ REMARKS: ______________________________ _ BY:ill~ ESGIL CORPORATION .. U)Ct\~. l'I\ Enclosures: ----------- ESGIL CORPORATION 9320 CHESAPBAKB DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 2.. / tz.1 / S 9 JURISDICTION: G.a_( l ~ ba_c\ PLAN CHECK NO: -~9-\ g 4 SET: I PROJECT ADDRESS: Q.,50 B E_\ W)'Y\ l~X\O £e.g.__\ * f:>'2 PROJECT NAME: Je'f\fty _ C,ci~ IV\c...1 T, I. D D D The plans transmitted herewith have been corrected where necessary a·nd substantially compl_y with the .jurisdiction's building codes. The pla-ns transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified---------~---are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. II The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are s1.1bmitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. II The applicant's copy of the check list has been sent to: \ \ fl.... -rJ .l.. 0 0 e.. '=1 Qf CJ c.,,, LO'XlSL 4'2-J ~,tlc:rest b~ i Leu.c.o.d.'lo.... · 92..0'2..4 Iii Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that theylan qheck has been completed. Person contacted: .JdeJ ~QrCJ,c..,. Date ~,e'l_}'J_.7 / ~9 Telephone•# 751;;,-C.07]0 Q.r~,yf\~ -I ' -REMARKS: ----------------------------- By:QiJill~ Enclosures: _________ _ ESGIL CORPORATION -~{lu,(~9 PI.Al( ama: .,_ =---~-s ...... -_t ___ 9_4 ______ _ JDRISDICIIOl(: C?.a, '( l S bad m= ,Joe.\ Ga:cci6=: Co11$t 42.1 H:dlc.;,etl :tr. oaJJPAIICY: __ ~_-'2,-=------------ JIJJLDDC 1JSE:.........,G£f...._....,_fr=-= .. e.,...___\._, __ T.,_· =-'---- DPE OF OOlls:tRIJC:l:IUlf: _______________ _ ACmAL ARFA:_,=.3 ..... '2 ____ '60=-. ___ , ___.I ..... , _I_0 ____ 11 ....... l .... ,1_ 1 ALL<*ABLE ARFA:_...;.;... ______________ _ S'ltlUl!S: _________________ ___ BEI<m: ________________________ _ SPRDIICLERS: _________________ _ oaJJPAKr UW>: __ 5 ______ 0 ______ _ RJ!MARIS: _________________ _ Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: ()_/12-7/'69 By:Crtu,c.k_ \~eiY\d€Jvl\-al\ Applicant contact person: Tei.JS';>-tD 77 0 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· f the The plan check is based on regulations enforced by the Building Inspection Departm!!nt. You may have other corrections based on laws and ordinances enforced by the Planning . Department, Engineering Department or other departments. Code sections cited are based on the 985 UBC. The circled items listed need clarifica,_tion, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process,.note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 90, IENAN'l IMPROV!MEN? Wil'HOU? SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1985 UBC / /. 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, 932.0· Chesapeake Drive., Suite #208, San Diego, CA 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. Indicate on the Iitle Sheet of the plans, the name of the legal o'WJ'ler and name of person responsible for the preparation of the plans. Section 302.(a)7. /. Each sheet of the plans must be signed by the person responsible for their preparation., even though there are no structural changes. Business and Professions Code. / /. 0 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural tjlanges to existing buildings or structural additions. Pl~e include the California license number, seal., date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302.. When the character of the occupancy or use changes within a building., the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. Jt: UBC Section 304 requires the Building Official /. to determine the total value of all construction work proposed under this permit. Ihe value shall include all finish work., painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. ·~ Provide a plot plan showing the distanc.e from ~ the building to the property lines and the location of tenant space (or remodel) within the building. 1/6/88 t:::\ On the first sheet of the plans indicate: \.:;:;) Type of construction of the existing building., present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. (';:;\ Provide.a statement on the Iitle Sheet of the \.:;;) plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. r,;\ Provi~e a fully dimensioned floor plan showing \.::;;J the e!i:ee mtli use of all rooms or areas within the space being improved or altered. Brerw tfte :r,l:w t!e eeal:e mu! indieee t:he eeal:e en the ~ ~ Indicate the use of all spaces adjacent to the \..:;;; area being remodeled or improved. / / / Show any existing fire rated area separation walls, occupancy separation walls., demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire· ratings of assemblies to protect proposed openings in existing or new fire walls. Identify existing walls to be removed., existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Provide a section view of all new interior partitions. Show: (a) Iype., size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". (b) Method of attaching top and bottom plates to structure. (NOIE: Iop of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). ( c) Wall sheathing material and details of attachment (size and spacing of fast~ers). (d) Show height of partition and suspended ceiling., and height from floor to roof framing or floor framing. 2 ~ ' Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing .shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). C\ Note on the plans: "All interior finishes must ~ comply w· Chapter 42 of the UBC11 • Specify 11class,-~:;.___,f •-s read rating (minimum) for L. 1.ILe •11 0 0 Lateral bracing for suspended ceiling must be provided. (UBC Table 23-J) Where ceiling loads.are less than ·~ PSF and not supporting interior partitions, ceiling bracing· shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90_ from each other at an angle not exceeding 45_ from the plane of the ceiling. These horizontal restraint points shall be placed 12 fel':lt o.c. in both directions with the first point within · 4 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. In buildings having floors and roofs of wood frame -construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 11000 s.f. and no hori~ontal dimension exceeds 60 L.F. (if space pas sprinklers, then 3,000 s.f. and 100 L.F.) .• In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 91000 s.f. and 100 L.F.). The. tenant. space and new and/or existing facilities serving the remodeled ar~ must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches p~t the strike edge for interior doors. Section j-3304, Title 24. 11 _ R 8 tJe.~ Of Fl c.,~ S~A<-E. rn eA~ Specify lever-type hardware for passage doors on.floors accessible to the disabled. Section 2-3304, Title 24. 2/2/88 0 If both sexes will be employed and the number of Elmployees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705. In areas where tjle occupant load exceeds __ , two exits are required. See _______ _ _____ • ·Table 33-A. Provide an exit analysis plan (may be 8 1/211 x ,1111 or any convenient size). 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 required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may have .QM exit through.~ adjoining room. Revise exits to comply. Section 3303(e). . Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314{a). C'\ Show that exits are lighted with at least one V foot candle at floor level. Section 3313{a). :L Show the loc,ations of existing exits from the ,--building and show the path of travel from the · remodel area to the existing exits. r:;:'\ Note on the plans: "All exits are to be \:::;;J openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading IBIS DOOR TO REMAIN UNLOCKED DURING BUSINESS 0 HOURS". Section 3304(c). 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). Exit doors should swing in th~ direction of egress when serving an occupant load of SO or more or when serving any hazardous area. Section 3303{b). Applies to door(s) ___ _ 3 / / Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on ea.ch side of an exit door used for disabled access (may be 111 maximum where not used for disabled access). Section 3304(h). Doors should not project . more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any positi.on. Section 330S(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). Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b) .• Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception roolilS constructed as required for corridors are not considered intervening rooms. $ection 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a· minimum 44 ipches wide and 7 feet high to the lowest projection. Section 3305(b). When a corridor or exterior exit balcony is accessible to the hmldicapped, · changes in elevations ~hall be made by means of a ramp. Section 3305(,£). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 330S(e). C\ Co~idors serving 30 or more occupants shall \.:;::;,,) have walls and ceilings of one-hour construction except: / 2/24/88 Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. Exterior sides of exterior exit balconies. One story buildings housing Group B, Division 4 occupancies. Section 330S(g). C'\ If non-rated corridors are used per 1985 UBC, \;:;; Section 3305(g), Exe. S, provide a reference to the corridors on the floor plan, noting: 1. Corridors are non-rated per Section 3305(g), Exception 5, 1985 UBC. 2. Smoke detection ·system must be listed by the State Fire Marshall and be a supervised low voltage system with combination audible and visual signals with battery backup. 3. Smoke detectors shall be maximum 30 1 on center. 4. Combined audible/visual signal device(s) shall be installed just inside of each exit door from the corridor, also all locations in the corridor must be in sight of a signal device. 5. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked . ,,_ FIRE ALARM CIRCUIT CONTROL, · with a lock- on device. 0 1985 UBC Section 330S{g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. 1985 UBC Section 330S{g), Exception s, is applicable to the office space but does not apply to the common corridor where the tributary occupant load appears to exceed 100 . occupants. ~ When 1985 UBC Section 3305(g), Exception 5, is ~ applied for corridors on one floor, the corridors on the lower level(s) must be rated if these lower ·corridors serve more than 100 occupants. The tributary load from the upper level(s) shall be the total occupant load from the above level{s). r:;;\ Clearly show where the non-rated corridor V, system terminates and a rated corridor system comnences. 0 One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306{b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h). 4 l • ,.-:;;:\ Show ra~ed co~ridors, lobbies, reception or \..7 foyers cross-hatched on the floor plans. r:£. 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 elass installed in steel frames. Section 3305(h). r;::"i Provide a complete architectural section of the ~ corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). t::-'\ Show the location of fire dampers. Provide \::;) fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor walls and ceilings. Section 4306(j). / / If 'building exceeds two stories, show corridor is separated from elevator shaft. Sections 3304(g)(h) and 1706(a)(b). (See I.C.B.O. interpretation). Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). m.l:Cl'R.100. Q Submit plan showing location of all panels. y Submit panels schedules. r Submit electrical load calculations ,Ii(. Indicate existing service size. / Indicate existing building load. ~ Indicate new additional loads. Indicate wiring method. Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. Provide receptacle(s) within 25 1 of the roof mounted A/C units. UHC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. Provide an electrical plan for the alarm system showing compliance with criteria described under earlier correction number 49. 2/2/88 ~<;AL @ Ta0J.J T~E Pt.A~~ Tl-li,\ ~\Si \kl~ .! , U1 mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide.mechanical plans showing existing and. proposed HVAC equipment, ducts and access to equipment. Detail access and working clearances to HVAC equipment. Cooling coils or cooling units located in attic or furred space, where damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UHC. One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UHC. Section 706(b). Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009. Deta,il how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & T valve on water heater and detail drain line route from P & I valve to the exterior. UPC Section l007(e). Show l/411 per 1211 slope on drain and waste lines. UPC Section 407. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. For remodels in an existing conditioned space, show that the remodeled space will use not more energy than the existing space or show the remodeled space will conform to latest energy design standards. 5 ~ Please see additional corrections or remarks V that follow. '.Ole jurisdiction has contracted with Esgil Corporation located at 9320 Qiesapeake 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 ~check it~ please contact ~uci<-.JAeoode'Y\\na..\\ at Esgil Corporation ' Thank you. Enclosures: l------------------------2. ____________________ _ 3. __________________ _ 2 2 88 6 TITLE 24 HANDICAPPED ACCESS CORHECT.ION LIST AdJrd _ tLSO<e E.\ &rm ~0 g ea._\ ~ '2-Pl•ft C\, No. ~9-\ g 1- llem numbers cird,-d bcloll' uc required for this proj«t. S« Title !U !l-l!Ob-11. Circled items do not apply to floors u·hich arc not rcqulred to be h•n· dic•ppc.-d 11cccssiblc.- Jl,•(,:rcn«s to s«tion numbrrs ll'ith prefix "!l" are to Title !U, P111t !l (St.ltc Building Code), J9SS Edition, Prcfi., "3" is for P:ut 3 (S111te Elcctrir.-111 Code), Prcll:c "S" is for P.1rt S (St11tc Pluinbfng Code). E.n•mp_tions cl1Jimed for :inr item sh1Jl1 be requested in \\'riling and sh1,I/ ind_udc 11II d:1ti1 needed to determine "u11rc.1son:iblc h11rdshi11' as dac:ribed in SL-ction :1,./!!2. SITE DEVELOPMENT 0HANDICAPPED PARKING SPACES a, See Approved Parking Plan !or layout, (Fig. 2-71-1) b. Provide ____ handicapped spaces. (2-71021} c. Space shall be so localed that handicapped persons are not com• pelled to 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£t. with adjacent S ft. loading zone. Double space shall be 23 ft. wide. (2-il02b, Fig. 2-71-1} e. Maximum slope.or parking surface In any direction shall not ex-. c:eed ¼" per foot. (2-7102d) E. Parking sp~ce(s) shall be identified with the International Sym- bol of Accessibility on renectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36" x 36"). (2-7102e). · · g. Entra nee to parking facility or structure shall also have durable metal sign stating that unauthorized vehic:le(s) parking in han- dicapped space(s) may be subjec;t to tow-away. (2-7102e) h. Entrance to and vertic::il clearance within a=ible level or park- ing structure shall be 8.ft. ~ in. to any structural member, duct or pipe. (2-il02£) 0 CURB RAMP: . . a. Curb ramps shall be located wherever pedestrian path crosses curb, (2-i103a) b. Curb ramp shall be 48-min. width (2-i103b) with maximum slope of 1 in 12. (2-7103c) c. A level 48" min. depth landing is required at top of curb ramp over entire curb ramp width. (2-7103d} d. tr no landing is provided, the.slope of nared sides shall not ex- ceed 1 in 12. (2-7103d} e. Surface is to be slip resistant. (2-71031) f. Border markings shall be 12-w!deof ¼-x ¼· ~ves, ¼-apart, located at top and sides. (2-il03h) · 0WALJCS a. Site development and grading shall be designed to provide ac- cess lo primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. (2-710la) b. Walks sloping greater than-S°' (1 in 20) must comply with r:amp requirements of sect. 2-3307, (2-3325.<'} c. Walk width shall be 4S-minimum, (2-33251) d. The maximum cros.s slope shall not excc:ed ¼-per foot. (2-332Sa-3) ~. Cratings are not allowed whenever possible. (2-332Sb) r. At e11ch gate or door a 60" x 60" level area is required when the g11te swings toward the walk. (2-3325e) g. A iu-clear space Is required at strike side ot. gate or dour. (2°332Se, Fig. 2-33-2) h. A 48" x 44• deep level area Is required when the gate swings away (rom the walk. (2-332Se) @PEDESTRIAN RAMPS a. A path or travel 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 45-minimum. (2-3307b-3) d. A 60-_intermediate landing is required at maximum ele\·ation change or 30" and 72'." landing al each change of direction (over 30-). (2-330id-l) e. Landings are required at top and bottom or ramps. (2-230id-l) f. Bottom landingsh:i.11 be minimum ofi2• in thel:lircction of travel. (Fig. 2-33-llA) g. Top landing shall be so-x 60" minimum. (2-330id-.2) h. When door swings onto top landing, m inmum depth of landing required is door width plus 42", (Fig • .2-33-llA) i. Top landing shall ha"'.e 60" min. width when door swings onto the landing, with 24-on strike side of door at exterior ramp, or is-at interior ramp. (2-330id-4) J. Ramp handrails are required on each side of ramp, when slope exceeds l in 15. (2-330ie) le. Ramp handrails shall be continuous, l;cated 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-¼" to 2· cross section, spaced min. of l· ½- from wall. (2-330ie) m. A 2-high curb or wheel guide rail centered 3 .. plus/minus 1- above ramp surface is required on both sides where not other- wise bounded by walls when the ramp eJtceeds 10 feet in length. (2-3:!0ih) / SPECIAL ACCESS LIFTS a. lJfts ma)' be provided between levels, In lieu of elevator. when the vertical distance between landings, structural elevator, struc• haraJ ~esign and safeguards are u allowed by the Slate of Calif or• nla. Dept. of Industrial Relations, Div,.oi' Occupational Sa!et;y and Health. (2-5106a) DA 2/4/88 8; 'HAZARDS a, Provide 80" headr~m from wallcway surface to any overhang, Ing obstru~t!on. (2-3326b) b. Headroom of 80" minimum shall be maintained for walks, cor, ridors, aisles, etc. (2-522!-2) c. Protruding objects with leading edges between!!;" :and 80" abm·e finished noor sh:ill not protrude more than .f' into walks, cor, ridors, etc. (2-522(-1, Fig. 2-S·i) d. Objects with protruding edges below 27" above finished nonr may protrude any amount. (2-522£-1) e,, Free standing objects mounted on posts bet~c:en 27°' and SO" above the noor may project a muimum or 12 ... (2-522£-1) E. Abrupt changes in level e.~ceeding 4" adjacent to walks. except between walks and adjacent streets or drives, shall be identific:d by 6" high warning curbs abo\·e walk surface. (2-3326a) ENTRANCES AND CIRCULATION ©ENTRANCES, DOORS, VESTIBULES AND CORRIDORS a. All prim:iry entrances to buildings shall be accessible to the han, dicappcd. (2-33011) b. All required exit doors shall have 32" clear opening a~ 90' (36" door). (2-3304e•l) c. At least one of a pair of doors shall meet the min. :uz-clear en• trance width requirement. (2-3304e-3) d. Threshold shall be no higher than Yi" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more th:in ¼ ". (2-330-lh-l, Fig. 2-33-5) e. Exterior level landing may slope up to¼" per foot in any direc• tion for surface dniinage. (2·413) E. Door h:irdware shall be of the lever or push type, mounted 30" to 44" above the floor and be operable with a m:ix. effort of S.S lbs. £or exterior doors and 5 lbs. for interior doors. (2,3304c-3, 2-33041-2) g. The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. (2-3304m) h. Building entrance(s) shall be identified by sign with the Inter- nati~nal Symbol of Accessibility. Show location on the plan. (2-522b-7) The symbol shall be a white figure on blue background. (2-522~-2) I. At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. (2-3304n) f. There shall be a cle:ir area on each side of door, 60" deep in direc- tion of door swing and 44" deep in opposite direction of door swing. (2-3304h·2) ' le. Width of clear area on the swing side of the door shall e.~tend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. (2;3J04h-2) I. The space between two-cons~utive doors (vestibule) sh111l pro, vi~ a min. of 48" dear depth between the open door and a se• cond closed door. (2·3304h-2D, Fig. 2-33-SA) 0QOrs In a series at a vestibule shall swing In the same direction, or awa>' from the space between them. (2-3304h,2D) m. Corridors shall be 44" minimum In width or as required b)' OC• cupant load. (2,330Sb-l) n. For corridors over 200 feet long, see special requirements 0£ Sec. l-3305b,2. (Fi1, 2-33-6) 0FL00RS a. f1oors of a given stor)' shall be a common le,·el throughout or shall be connected by pedestrian ramps, passen,er ele\·ators or ,peclal access lifts. (2,522e) ' /al STAIRWAYS ~a. Treads sh:ill have smooth, rounded exposed edges and be slip resis• tant. (2-3306s-l) b, Nosing sh:ill not project more than 1 ½" past face of the riser below. (2,3306s-2) c. Risers shall be sufficiently solid. (2-3306s-3) d, The upper appro:ich and lower tread or each flight or stairs shall be marked with :i contr:isting colored strip 2" in width. (2,3306r) e, On exterior st:iirs, each tread shall be marlced as noted above. (2-3306r) . E. Handrails are required on each side of stairway. (2,3306j-2) g, Handrails.sl!~il be loeat~ 30" to 34" above nosing, extend 12" beyond top ruer and 12 plus treid width bcvond bottom nos• ing and returned to walllnewel post. (2-3306j-2) h • Handrails sh'all be l ¼" to 2" in gripping cross section and l ½" clear of wall. (2-3306j-2) €)ELEVATORS· a. See Ch:ipter 51 of UBC for car size. b. Passenger elevators in buildings other than tho:;c listed in Chaptc.-r 51 of UBC sc:rvin1.r;in occupant lo:id of more th:in 50 shaH have a Cllr size 68" wide by 51" deep with a min. clear opening width of 36". (2-5103m~2BI) c, P:issengcr clev:ii?rs in buildings other than those listed in Chapter Sl of UBC servine an occup:int lo:id of 50 or less shall have :i Cllr size of 5,l': wide by 54" dc:ep with a minimum clear opening width uf 32". (2-5103m-2B2, 3) , d, Raised Braille in:irlcings and Ar-,.bic numer.ils arc required on con- trol buttons and door jambs. (2-5103m) SANITARY FACILITIES 6 TOILET FACILITIES ACCESS a. When located on acc~ble floors, sanitary !:ic:ilities shall be made accessible to physically handic:ipped. (2-51 la-3) b. Doorways sh:ill have 32" minimum clear width. (2-511:i-S.A) C • There shall be a level area with 60" clcar depth in the direction of the door swing, and a level area with 44" clear depth in op- posite direction of door swing. (2-Slla-SB) 7 MULTIPLE: ACCOMODATION TOILET FACILITIES a• Pro\·ide de:ir area 60" di:imeter x 2i" high • or cle:ir sp:icc 56" lt 63" x 2i" high. (2-Slla-6A) b • Doors (other th:in h:indic:ip compartment) :ire not to encroach more than 12" into :ibo\·e mentioned clear space. (2-Sl l:i-6A) c • Pro\·ide 28 .. clear space between water closet and fixture or 32" clear space between water closet :ind w:ill. (2,Slla-68) d, A 48" long clear sp:ice is required in front of water closet. A oo~ clear space is required when the toilet compartment has a side door. (2-5Ha-6B) •, Water closet compartment door lo provide 32" clear width for end enll')' and 3~" clear width for side ent~. Door to be self. dosing and swing out. (2,51 Ia,6C) DA 2/4/88 ~INCL.E ACCO~IODATl?N TOILET FACILITIES ~ Water closet shall be localed 28 .. from a fixture or 32" from a V wall. (2-Slh-7, Fig. 2-S-lA) ~Minimum clear space In front or water closet sh:all be 43··. Y (2-51 la-7, Fig. 2-5-lA) ~ In an existing building, a single accommod:ation toilet rac-ility U may have a space 36" wide x 48" long In Cront o( w:ater closet. (2-Slla-7, Fig. 2-5-lq 0 CRAB BARS AT WATER CLOSET 0 One at side 42" long extending 24" In front of water closet: one at rear 36" long centered on water closet: both mounted 33" abo,·e floor. (2-51 la-SA) A:\ Bars sh:all be l¼" to IV, .. in diameter with lVa" clearance to V wall. (2-Slh-8B) 0 Bar fasteners and mounting support shall be able to withstand 250 lbs./Ct. in bending, shear and tension. (2-5lb-8C) @WATER CLOSET 9 Height of water closet ~I shall be l, to 19• above floor. (5-1502) lb.'\· The force required to activate the flush valve shall bes lbs. fflllC• 9 !mum. (5-1502) . /-URINALS a. Where urinals are provided, the rim of at lea.st one shall project 14 .. from the wall and be located 17" maximum above floor. (S·lS03a) b. The force required to activate the flush valve shall be 5 lbs. max• imum and located 44-maximum above floor. (S-1S03b) e. Provide 30 .. x 48 .. clear floor spae: for forward approach. (2-Sllb-4) VATORlES Provide 30"' x 48 .. clear floor space for forward approach. Said clear floot sp:ic:e may include knee and toe sp:ice under lavatory described below. (2-Sllb-lA) 0 Provide clear space beneath lavatories 20" hi~h by 30-wide by s-deep (Jenee space) and g· high from the floor by 30 .. wide by li" deep from front of lavatory (toe space). (5-150411) 0 Hot water and drain pipes under lav11tories sh:ill be insulated. (5-1504b) . · (';\ Faucet controls :ind operating mechanism (OJ'ltirablc with one V hand) shall be of the type not r~uiring tight gr11sping, pinchini: or twisting of the wrist :and :an operating force not exceeding 5 lbs, (5-150-lc) 01f-clnsin,; v:ilve:s to n:m:ain open for :at le:ist 10 S<.-conds. (5-.150-lc) ® TOILET ROOM AC~ESSOnIES >•'.'.'~'\.urror bottom edge sh:all be Ioc-.1tcdAO" m:i:clmum :abo,•c floor. V{2-Sl lb-1B) Ii:'\ Toilet tissue dispensers shall be mountc.-d within 12" from the front \..:;J edge of toilet se:at. (2-51 lb-3, Fig. 2-5-lA) · 0 Operating parts of dispensing and dispo.~l fi:ctu;cs (towels, waste, coin slots, etc.) shall be within 40 .. of floor. (2-Sllb-2) / SANITARY FACILITIES IDENTIFICATION · a. On doorw:ay.s lc:iding to s:init:ary facilitks the S)'ffl bots to be pro- vided are 12" Equll:atcral Triangle for men, 12" Di:arncter Cir• clc: tor womcn,.and "•" thiclc, ccntcrcd on door, 60" high con- tr:asllng color. (2-51111-SC) / BATHJNC FACILITIES a. One such facility shall comp!)' when pro,·idcd for the public, clients or emplo~·ees, (2-51 la-9) b. Shower c:omp:arttncnt sh:1l1 be 42" wide, .CS" deep, with a 35• ·wide entrance, (2-Slla.gAl) c. Note on the plans th at the h:andica pppccl bathing facilities sh:all conform to requirements of Sect. 2-51 la-9, S-1505-8 and 5·1506. CENERAL REQUIREMENTS r DRINKINC FOUNTAIN a. The alco\'e in which the water fountain Is located shall be not less than 32· wide by 18" deep. (2•51 lc, Fig, 2·5-3) b·. Note on the plans that drinking fountain shall conform to re, quirements of Sec. 2-Sllc and S-1507. r PUBLIC TELEPHONE a. Provide space 30" x 48" for forward or parallel approach to telephone. (2-51 ld2) · , · b. Note on the plans that public telephones shall conform to re- quirements of Sec. 2-Slld. @ELECTRICAL REQUIREMEN:1°S . I"';) lS, 20 and 30 amp. receptacle outlets shall be installed not less '...;;) than 12" al?ove floor. (3-210-50e) ~ Cent~r of switch sha 11 be l~at~ not less than ~6" nor more than \.d 48" a bo,·e the floor. (3-380-Sc) CROUP A OCCUPANCY REQUIREMENTS 14· AUDI~ORIU!\IS, ASSEMBLY HALLS, THEATERS, ETC. r Seating and toilet facilities for the handicapped shall be accessi• ble from the main lobby or primary entrance. (2-Gllb-l) f I This structure requires ____ wheelchair seating spaces. (2-61 lb-lAl) ( Each wheelchair space shall be 60" x 30" and level. (2-61 lb-1A2f r When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. (2-6llb-1A2) / This structure requires _____ seats for semi-ambulant per· sons, Clear leg space shall be at le:ist 24", (2-61 lb-1B) ( Stages, enclosed and unenclosed platforms, orchestr:i pits, ticket booths, and refreshment sales facilities shall be made accessible. (2-611 b-2. 3) DA.2/4/88 PHYSICALLY HANDICAPPED ACCESS REQUIREHENTS FOR REHODELS (including alterations, structural repairs, additions, tenant i•prove•ent• and.occupancy changes) A. GENERAL Full ace••• ca.pll~nce 1• required for reaodela lncludln91 1. Path of travel to reaodeled area. (a) Parking Cb) Walka Cc) Hazards (d) Curb Ra .. ps l•> a-p• CU ·Elevators 2. Prlury entrance to reaodeled area. (a) Entrances Cb) Exit Doors J. Sanitary facilities serving reaodeled area. 4. Drinking fountains and telephones serving reaodeled area. I. RDtODELS LESS THAN $67,813 . When ·reaodela are valued at less than $67,813 acceaa compliance uy be li•lted to the· specific area being remodeled when an un- reasonable hardship la deter•ined by the enforcing agency. 1. Staff deter .. inatlon of unreasonable hardship shall be 11111de on Fora HCA-1, which shall be filed ln the project file. 2. When the required vork outside of the relllOdeled area (l.a through l.'f a~ve) exceeds 101 of the coat of the vork to be done in the reaodeled area, an unreasonable hardship shall ~e found to exist !criteria ia staff guideline)·. 3. The unreasonable hardship finding ••Y be by observation vhen obvious. Fora IICA-1 should describe the obvious. c. REHODELS.$.6],',813 and HIGHER Wh,n rellOdels are valued overl67,813 an~ specific access requlre-nta cannot be .. ets l. The lav allows equlva_lent facilities to be accepted iC strict c:oapliance vlth the regulations would create an unreasonable hardship. 2. Acceaa cannot be valved unleaa there are physical or legal barriers that prevent providing either full access C011pliance or equivalent facilitation coapllance. When both access and equivalent facilitation are valved by the enforc-nt official, ratification is required by an Appeals Board. D. HULTI-FLOOR REHODELSs Exceptions and exuptlona 1. Provisions for Upper and Lover flooras The Health and. Safety Code Section 19955.5 says that,•In privately- .. funded •ulti-atoried passenger vechicle service stations, shopping centers, offices ot physicians and surgeons, and office buildings, subject to this code, floors or levels above and below the first floor or ground level are ex-pt frOl!I theae requlre-nts i:f a ra•p or.elevator is not available to provide public a~ceas to such floors or levels.• 2. Health and Safety ·code Section 19956 says that,•1n privately-funded aulti-storied buildings, floors or levels above the first floor or ground level are exe•pt froa these requireaents if a reasonable portion of all facilities and acconnodatlons nor•ally sought and used by the public in such a building are accessible to and usable by physically handicapped -persons.• ·,\,, -·. .. Date 11-/Q7jf,9 Jurisdiction Ch:<:l66d, Pre~ared by, cu VALUATION AND PLAN .. CHECK FEE CJ Bldg. Dept. a Esgil ; PLAN CHECK NO. B9-l 94 BUILDING ADDRESs ~ E( Ca.J)·}urtl.6 ~ea_\ B-"2- APPLicANT/coNTAcT Joe~ Ga"'c.CGs PHONE No. 1S'6 -~77o BUILDING OCCUPANCY ~-2--DESIGNER PHONE -----TYPE OF CONSTRUCTION _______ _ CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER \,T_. ~~<oo . (J_ ltl/ f=,_""f', a_~(')() 1 I ·/ . , "I-l tJ T:; --v--,,o I . IA , lnau-I A\ l~--n-r ~\) I ~ -- . Air Conditionine Commercial ' @ Residential (cl Res. or Comm. Fire S-orinklers .@ / .. .,,. Total Value u; _ _ o ,. Plan Check ree S I 0 -~l'b COM MEN rs_:-------,----------------------- SHEET·_J_ OF_l_ 12/87 . -~ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 921-23 (619) 560-1468 DATE: l I JURISDICTION: Car \s bo.d I PLAN CHECK NO: 8)9-\94-SET: JC PROJECT ADDRESS: 1.50 '6 E.\ Ca.Yt~~'\'\.Q f;ea.._\ } ~'2_ PROJECT NAME= ~eYYf\\/ C...ro.:v~ Tl . r '-.) D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien-cies identified _____________ are resolved and checked by building department staff. The plans·transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. a The check list transmitted herewith is for your information. U The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. m The applicant's copy of the check list has been sent to: ;prcked ½f?· O Esgil staff did not advise the applicant contact person that plan check has been completed. · fll Esgil staff did been completed. Date contacted: REMARKS: advise applicant t~~ the plan check has Per son contacted: ~ O e_ l Gia.CC..\ a. ~/ts/~';) Telephone # ]§{~-(o77 0 ----------------.,.---------------- ByoLB~:lM Enclosures: . ESGIL fORPORATION . ------------ Of~/~9 · :~1.' • ,· •• ..,.. all corrections on tho original a ings and submit·two new sets of prints, and ' any original plan sets that may have been returned to you by the jurisdiction,·to: / /. Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Piease 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. Indicate on the Title Sheet of the plans, the name of the legal ower and name of person responsible for the preparation of the plans. Section 302(a)7. /. F.ach sheet of the plans must be. signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. /. Plans and calculations shall be sig11ed by the C'.alifornia state licensed engineer or architect where there are structurii.l changes to existing buildings or structural additions. Please includ~ the C'.alifornia license number, seal, date of license expiration and date plans are signed. Business and Professions Code. rovide the correct address and suite number of enant space on the plans. Section 302. rovide a note on the site plan indicating the revious use of the tenant space or building eing remodeled. Section 302. When the charac:ter of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. / UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. 'lhe value shall include all finish work, painting, roofing, electrical, plumbing, beating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. C\. Provide a plot plan showing the distance from ~ the building to the property lines and the location of tenant space (or remodel) within the building. 1/6/88 G On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. ~ Provide a statement on the Title Sheet of the \:::;) plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. r,:;"\ Provide a fully dimensioned floor plan showing \::;J the aiee · etl use of all rooms or areas within . the space being improved· or altered. Bra.: ~e ~ :;t:: 1!:e aeele m,d indiee.1!:e 1!:he aeale eft ~e ~ ~dicate the use of al 1 spaces adjacent to the area being remodeled or improved. -y{. Show any existing fire rated area separation / walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed nev fire rated walls. / Specify. on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Provide a section view of all new interior partitions. Show: (a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". (b) Method of attaching top and bottom plates to structure. (NOIE:· top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). (c) Wall sheathing material and.details of attachment (size and spacing of fasteners). (d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 2 Provide n~tes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth ~d non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within ~ater closet mpartments. Section SlO(b). te on the plans: "All interior finishes must mply 1o·· Olapter 42 of the UBC11• Specify lass·-=a=;...,.. .... f aipe ... ,.s read rating (minimum) for --~.ic::::......c"..:: \Le~~~---· 11 teral bracing for suspended ceiling must be ovided. (UBC Table 23-J) Where ceiling ads are less than S PSF and not supporting ~ interior partitions, ceiling bracing shall be <t provided by four No. 12 ga~ge wires secured to ~ the main runner within 2 inches of the cross runner intersection and splayed 90_ from each other at an angle not exceeding 4S_ from the plane of the ceiling. 'lhese horizontal restraint points shall be plaeed 12 feet o.c. \,1. in both directions with the first point within H 4 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. ~ In buildings having floors and roofs of wood /-· frame ·construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers,then 3,000 s.f. and 100 L.F.). 0 ~\$1\ll~ frr' 0.,M/J..blJ WA-LL. In_buildlllgs hav~ floors and roofs ~f wood frame construct1on, other than dwelling or I hotel occupancies, draft stop the area between A\ fr the ceiling and roof above so that no concealed f v space · exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space bas 0 sprinklers, then 9,000 s.f. and 100 L.F.). ~e tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically @disabled. See the attached correction sheet. Title 24, Part 2, nie width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge_ for exterior doors and 18 inches past the strike edge for interior 2/2/88 oors. SectionJ-:3304, Title 24. ,._ n µe\lJ O~F!C..e. S~A(.e. rn KeAt... ecify lever-type hardware for passage doors n floors accessible to the disabled. Section 3304, Title 24. e If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If 11both sexes will be employed and the total number of employees will not exceed four11 , and only one restroom is provided, note the words in quotation above on the floor plan. Section 705. In areas where the occupant load exceeds __ , two exits are required. See _______ _ ____ • Table 33-A. Provide an exit analysis plan (may be 8.1/211 x 1111 or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). lhe maxilllum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may have ,!m! exit through ~ adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314(a). t:::'\ Show that exits are lighted with at least one V foot candle at floor level. Section 3313(a). ~ Show the locations of existing exits from the /-• building and show the path of travel from the emodel area to the existing exits. te on the plans: "All exits are to be openable from inside without the use of a key r specia:1 knowledge". In lieu of the above, :i.n a Group B occupancy, you may note "Provide a_sign on or near the exit doors reading ms DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". Section 3304(c). Exit doors should be a mirumum size of 3 feet by 6 feet 8 inches with a mini.mum door swing of 90 degrees. Maxilllum leaf width is 4 feet. Section 3304(e). Exit doors should swing in the direction of egress when serving an occupant load of SO or more or when serving any hazardous area. Section 3303(b). Applies to door(s) ___ _ 3 Regardless 'of· occ~t load, a floor or lan4ing not more than 1/2 1nCh below the threshold is required on each side of an exit door used for disabled access (may be l" maximum where not used-for disabled access). Section 3304(h). Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 330S(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). Exit doors from assembly rooms with SO or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304.(b). Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered ·intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide arid ·7 feet high to the lowest projection. _ Section 3305(b). When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevations shall be made by means of a ramp. Section 3305(f). ,/ When two exits are required, dead end corridors /' • and exit balconies are limited to 20 feet. Section 330S(e). · 0 Co~idors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: / ;(.. / 7./24 88 Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. '. ~ Exterior sides of exterior exit balconies. One story buildings housing Group B, Division 4 occupancies. Section 330S(g). C'\ If non-r~ted corridors are used per 1985 UBC, \v Section 330S(g}, Exe. S, provide a reference to the corridors on the floor plan, noting: 0 1. Corridors are non-rated per Section 330S(g), Exception S, 1985 UBC. 2. Smoke detection system must be.listed by the State Fire Marshall and be a supervised low voltage system with combination audible and visual signals with battery backup. 3. Smoke detectors shall be maximum 301 on center. 4. Combined audible/visual signal device(s) shall be installed just inside of each exit door from the corridor, also all locations in the corridor must be in sight of a signal device. 5. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked ·-FIRE ALARM CIRCUIT CONTROL, · with a lock- , cin device. 1985 lmC Section 330S(g), Exceptions, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the sp~ce exceeds 100. 1985 lmC Section 330S(g), Exception 5, is applicable to the office space but does not apply to the common corridor where t.Qe tributazy occupant load appears to exceed 100 occupants ••. ~ When 1985 ,UBC Section 3305(g), Exception 5, is ~-applied for corridors on one floor, the ~orridors on the lower level(s) must be rated if these lower corridors serve more than 100 occupants. The tributary load from the upper .level( s) shall be the total occupant load from the above level(s). C\ .Clearly show where the non-~ated corridor V system terminates and a rated corridor system CODIDE!llces. 0 One-bour 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 detectpr per Section 4306(b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h). ,. PKYSICALLY HANDICAPPED-ACCESS REqUIREHEKTS ·FOR REHODELS. llncluclln9 altetatlon•, •ttuctural repair•, addition•, tenant l•prove•ent• and.occupancy change•) A. GENEIIAL rull ace••• coiaplianc• is required for reMOdel• includlng1 l. Path of travel to reMOdeled area. (aJ Parking (b) Walke le) llaaard• (d) Curb Ra•p• ,., llaap• (f) Elevaton 2. Prl-ry entrance to reaodeled area. (a) EntrancH (b) Exit Doon J. Sanitary facilities ••rvlng rQIOdeled area. ,. Drinking fountain• and telephone• ••rving reMOdeled area. I. ftEHOOELS LESS THAN $67,813 'When reaodel• are valu~d at l••• than $67,813 acceaa coapliance NY be ll•lted to the apeciflc area being relllOdeled when an un- l'eHonable hardship 11 deter•lned by the enforcing agency. l •. Staff deterainatlon of unreasonable hardship shall be Nde on rora HCA-1, vhlch ahall be filed ln the project file. 2. When the required work outaide of th• remodeled area (l.a through 1:f above) exceed• 101 of the coat of the work to be done in the reMOdeled area, an unreasonable hardahip shall ~e found to exiat (criteria i• •taff guideline). J. The unreasonable hardahlp finding aay be by observation when obvlou•. Fora IICA-1 ahould describe the obviou•. C. REHODELS.$6J'181J and liIGIIER Nh,n relllOdel•.ar~ valued overj67,BIJ and •peciflc access requlre-nt• cannot be aeta l. The law all-• equivalent facllltlea to be accepted lC •trict coiapllanc• with the regulation• would create an unrea•onable hard•hip. 2. Access cannot be valved unle•s there are physical or legal barrier• that prevent providi~g. either full access COllpliance or equivalent fac:Uitatlon coapllance. Nhen both ace••• and equivalent facilitation are valved by the enforc-nt official, ratUlcatlon le ·requlr.ed by an Ap"'ala Board. D. HULTI-FLOOR RENODELSt Exception• and exe•ptlons l. Provision• for Upper and Lover fl~n,, The Health ancl Safety Code Section 19955.5 says that,•1n privately- • t funded •11lti-storied pa••en9er vechicle aervlce stations, •hoppln9 cent•~•, offlcea of phyalclans and surgeon•, and office building•, aubject to thl• code, floors or levels above and below the firat floor or ground level are ••-pt f~OII these requ~reNnta if a ra•p or elev~tor la.not available to provide public acce•• to such Cloors or levels,.• 2. Health and Safety Code Section 19956 says that,•1n privately-funded •ultl-•torie~ building•, Cloora or levela above the firat floor or ground level are exe•pt Croa these requireNnt• if a reaaonable portion of all facllitlea and accoanodation• nor•ally aought and used by the public in auch a building are accesaible to and usable by physically handicapped persons.• f _'· ~ Shd~ 1 ·r~ted corridors, lobbies, reception or ~ foyers cross-hatched on the floor plans. ~ Tot.al 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 'wilich it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired slass installed in steel frames. Section 3305(h). ~Provi~e a complete architectural section of~- ~corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). f':"\ (!\,,,....,-the ·location of fire dampers. Provide ~ dampers at duct penetrations of fire-. rated occup~cy and area separations, shafts / Q r y. ,>(. and corridor walls and ceilings. Section 4306(j). If building exceeds two stories, show corridor is separated from elevator shaft. Sections 3304-(g)(h) and 1706(a)(b). (See I.C.B.O. interpretation). .• Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). J!:t.!CrRICAL Submit plan showing location of all panels. Submit panels schedules. Submit electrical load calculations Indicate existing service size. /, Indicate existing building load. L,. · Indicate new additional loads. ~ Indicate wiring method, Show exit signs on the electrical lighting plan.. Note: Power for exit lights and emergency lighting must confom to the 1985 UBC Sections 3313 and 3314. Provide receptacle(s) within 251 of the roof mounted A/C units. UHC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. Provide an electrical plan for the alarm system showing compliance with criteria described w:ider earlier correction number 49. 2 2 88 JIJ//.,:5P#...6~ Jv'/7'7/-ve,,,1:7-,,,~~__, 1...,,.._,.,. .• -.... .,,. fl::_t: '.'? !.,"'Fz::. /?'f;.7/b'--5 ...,J,,S v-,,C~~ // V f ~ /1. ,, ·" •• " , 1?L ;,, ..,..,_., ~CAL c...c-o/.;:./b".?t ..... ~ -~c. /,%,,.,,.,,..; @ J!1 -rr;,:~~~~L\~~t~~~1n Of~ia\~~oou capable of supplying a mini.a,.m of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 60S and 705, UBC. . Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access and working clearances to HVAC equipment. Cooling coils or cooling units located in attic or furred space, were damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UHC. One-hour corridors shall not be used as an integral part of a duct system, !his includes the space above a dropped ceiling within the one-hour corridor. UHC Section 706(b). PLllmllG Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 12i9. Provide drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009. Detail how floor drain trap· seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & ! valve on water heater and detail drain line route from P & ! valve to the exterior. UPC Section l007(e). Show 1/411 per 1211 slope on drain and waste lines. UPC Section 407. -~ Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist~ For remodels in an·existing conditioned space, show that the remodeled space will use not more energy than the existing space or show the remodeled space will conform to latest energy design standards. 5 '~1~CLE ACCOMODATION TOILET FACILITIES • ~ Water closet .hall be located 25• from a 'flaturc or 32"" hom a v "·all. c2.s11a.1. Fie. 2.s.u, ~ Minimum clear space in front or water closet shall be 48", v c2-s11a.1, f'lc. 2.s.u, /:":\ Jn an eibtin& building, a sinile accommocfation toilet fat"ilitr (J rnav have a space 36" v.-idc it 4g• long In 'front of water closet, (2,Slla-7. fie. 2,5,lC) (jcRAB BARS AT WATER CLOSET 0 One at side·-t2· Jong eitending 24 • In front or water closet: one at rear 35· long centered on waler closet: both mounted :p• abo,·c noor. (2-Slla,SA) A\ Bars ~hall be l¼• to 1v,· 1n diameter with l'/1" clearance lo V wall. (2,51 la,8B) 0 Bar fasteners and mounting support shall be able lo withstand 250 lbs.lft. in bending, shear and tension. (2,51 b,SC) @WATER CLOSET Q Hci&hl o! water closet s:c=at shall be 1 r to 19· above floor. (S,1502) /h.'i The force required to activate the flush valve shall be.S lbs. mait• 9 lmum. (S-1502) . j4. URJ:-ZALS / a, Where urinals arc provided, the rim or at lust one shall project 14• from the: wall and be located 17" maximum above: floor. (S-1S03a) b. The force requireQ to ac:tivate the flush ,•alve·shall be S lbs. max- imum and located 44• maximum above: floor. (S-1503b) c.· Provide 30" it -48" dear floor space !or !or,urd approach. (2-511 b-4) • VATORIES Provide 30" x 48" clear floor space !or forward approach. Said cle:i.r floor sp:icc: may include knee and toe s~:icc under lavatory described below. {2-Sllb,lA) 0 Provide clear space: beneath lavatories 20· high by 30• wide by V s· deep (knee space) and g• hiih from the floor by 30· wide b)· 1, deep from front of Ja,·atory (toe space:). (S-1504a) t:'"\ Hot water and drain pipes t1nder l11v11tories shall be insulatr:d. '-:.J (5-1504b) . · (;'\ Faucet controls and opcratin& mechanism (op1irable with one V hand) sh:ill be or the t)'pe not req11iring tight gr11sping. pinchinit or twisting of·the wrist and an operating fora: not excccdin& 5 lbs. (S· 1504c) · 0clf,clnsinr; valve:5 to n.-m11in open for 11t least 10 51.,conds. (S.l504c:) @TOILET ROOM i\CCESSORIES /.'""\.firror bottom cdi:c shall be l=tc:d .io· maximum abo,•e floor. ~2~51 lb,1B) _ ;;:-'\ Toilet tissue dispcnscrsshall be mounted within 12" from the front \..::;J edge or toilet scat. (2•5llb-3, Fig. 2-S,IA) · 0 Opera tin& parts of dispensfni and dispcml raxtu;c:s (towels, waste, coin slots, etc.) shall be within 40" o! noor. (2-Sllb,2) / SANITARY FACILITIES IDENTlt1CATION a. On cloorwars le:idlnc to sanltar>· lacilltks the srm bots lo be pro- vided are l!" E11ulla1er:il Trl:in,lc for men, 12" Diameter Cir- cle for ~·omen, and v.-thick, centered on door, 60" hi,h con, lr:astfne C'Oli>r. (!!,5 I Ja,SC} / BATHINC FACILITIES a, One such r11cility shall comp!)· whc:n pro,·ided for the public, clients or employees. (2·51 h-9) · b. Shower C'Omp11rtmcnl sh:ill be -12· wide, 4S-deep. with a 3S- wide cntrant"C. (2,S 11 a,9Al) c. Note on the plans th11t the handicapppcd bathing facilities shall conform to requirements of Sect. 2.SI la-9, S.1505-B and 5,1506. CENERAL REQUIREMENTS r DRINKINC FOUNTAIN a. The alco,·e in which the: water fountain is located shall be not less than 32· wide by 18" deep. c2:s11c, Fig. 2-5-3) b. Note on the plans that drinl:ing fountain shall conform lo re- quirements of Sec. 2-Sllc and 5, 1507. r-PUBLIC TELEPHO~E a. Provide: space 30-x 48" !or 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. G ELECTRICAL REQVJREME.','!5 I":\ 15. 20 and 30 :imp. receptacle outlets sh·au be installed not less Y than 12· al?ovc: floor. (3-210-SOe) lb.\ Center of switch shall be loc:at~ not less than 36" nor more than \.d 48" above the floor. (3,380,Sc) CROUP A OCCt1PANCY RE:QUIRE.\.IE:,'TS 14· AUDITORlt1~fS, :..SsE~iBLY HALLS, THEATERS. ETC. ( Seating and toilet facilities !or the: handicapped shall be accessi- ble from the main lobby or primary entrance. {2-6llb-l) r f This structure requires ____ wheelchair seating spaces. {2-61 lb-lAl) Eac:h wheelchair space shall be 60" x 30· and level. (2,6llb-1A2f ( cY."' When the seating capacity cxc:cc<ls 300, the wheelchair spaces shall ·be in more th~n one location. (2,6llb-l.A2) / This structure requires _____ seats for semi-ambulant per• sons. Clear leg space shall be: at least 24". (2-61 lb-1B) Y St:ages, enclosed and unenclosed platforms, orchestra pits, ticket f booths, and refreshment sales facilities shall be made accessible:. (2,611 b-2. 3) DA 2/4/88 '· e: ~,.unos a. Provide so: headroo!" from wal'lcway surface to any overhanc• Inc obstru~tlon. (2·3326b) · b. Heid room of 80" minimum shall be maintaintd for walks, cor• ridors, aisles; etc. (2-522(.2) c. Protruding objl'Cls wilh leading edges bctwt'Cn 2;·· and 80" abo,·e finished floor shall not protrude more than ,f" into walks, cor, · ridors, etc. (2-522(,1, fig. 2-S-i) d. Objects with protruding tdgcs below 27" abo\·e finished floor may protrude any amount. (2,522f,l) e. Free standing objects mounted on posts bet~·t'Cn 27" and SO" above the floor may project a muimum of 12". (2,522(,1) I. Abrupt changes in level cxettding 4'' adj:ieent to walks, e:tC't'pt between walks and adjacent streets or drives. sha II be idi:ntifi~,d by 6" high w:irning curbs abo\·e walk surface. (2·3326a) E?,'TIUNCES AND CIRCULATION ©ENTRANCES, DOORS, VESTIBULES AND CORRIDORS a. All primary entrances to buUdinp shall .be accessible to the han• dicapped. (2-33011) b, All req1,1ired ~it doors shall·ha\•e 32" clear operifng at 90' (36" door). (2-3304e-l) · c. At least one or a pair of doors shall meet the min. 32" clear en• trance width requirement. (2-3304e-3) _ d. Threshold shall be no higher than l/1" above the floor. Edge to be beveled with a slope no greater than l in 2, if more than ¼ ". (2-3304h-l, Fig. 2-33-S) e. Exterior level landing ma)" slope up to ¼·per foot in any direc- tion for surface drainage. (2-413) r. Door hardware shall be or the lever or push type, mounted 30" to 44" above the floor and be operable with a max. effort or 8.S lbs. for exterior doors ::ind 5 lbs. for interior doors, (2-330-tc:-3. 2-33041-2) g. The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic: and sliding doors. (2-330-lm) h. Building enltanc:e(s) shall be identified by sign with the Inter• national Symbol of Accessibilit)', Show location on the plan. (2-522b-7) The symbol shall be a white fiiure on blue background. (2-522b,2) I, At turnstile, provide an a~ gate, 32· clear width opening, within 30 feet of turnstile. (2-330-ln) f. There shall be a c:lear area on each side of door, so· deep in direc- tion of door swine and 44" deep in opposite direction of door swing. (2,330-th-2) · Jc, Width of clear area on the swing side of the door shall c.,tend 2-l" past strike jamb for exterior doors and 18,· past strike jamb !or interior ,doors. (2-3304h-2)· l. The space between two consecutive doors (vestibule) shall pro- vide a min. or .ir clear depth between the open door and a-se- cond closed door. (2-3304h-2D, Fis. 2-33-SA) Doors In a series at a vestibule shall swing In the same direction, or away from the spac:e between them. '(2,3304h-2D) m. Corridors shall be 44" minimum In width or u required by oc- cupant load. (2-330Sb-l) D. For corridors over 200 reet Ion,. see special requirements or See. t-330sb-2. (Fis. 2-33-6) ~.:-UU11\~ a. Floors of a ,iven story shall be a common lc,·el throushout or shall be c:onncc!ed b)· pedestrian ramps, passcnccr elentors, or spec! al access h(ts. (2,S22e) · /41 STAIRWAYS ~a. Treads sh:ill ha,·e smooth, roundtd exposed ed~cs and be slip rcsis• t ant, (2,3306s, J) b. Nosing shall not project more than IV." past fac:e of the riser below. (2,3306s,l?) c:. Risers shall be su!ficiently solid. (2-3306s,3) d • The upper. approach and lower tread or eac:h flight or stain shall be marked with a contrasting colored strip 2" In width. (2-3l06r) e, On exterior stairs, eac:h tread shall be marked as noted abo\·e. (2,3306r) . (. Handrails are required on eac:h side of stairway. (2-3306j,2) I• Handrails.~:iil be located 30" to 34" above nosing, extend 12" beyond top riser and 12" plus tread width bc,·ond bottom nos- ing and returned to wall/newel post. (2-3306j-2) h. Handrails shall be 1 ¼" to .r in grippinc c:ross section and 1 ½ • c:lcar or wall. (2-3306j-2) ~ELEVATORS' a. See Chapter 51 of UBC for c:ar size. b. Passenger elevators in buildings other than those listed in Chapter 51 of UBC sc:rvinij.-;in occupant load or more th:in SO shaH have a c:i.r si%e 68" wide: by 51" dc:ep with a min. clear opening width of 36". (2-5103m-2Bl) c:. Passenger cle\·at?rs in buildin~ other than thl),o;e listed in Chapter 51 or UBC scri.·1n2 an occupant load or SO or less sh:all have a c:ir si%e of S,r: wide by 54" di:ep with a minimuzn clear opening width l)f :12". (2-5103m-2D2, 3) . d. Raised Braille markings and Arabie numerals arc required on con- trol buttons and door jambs. (2.Sl03m) SANITARY FACILITIES ® TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary fac:ilities shall be made ac:c,:ssible to physically handic:app·ed. (2-51 la-3) b, Doorways shall have 32" minimum clear width. (2-511 a-SA) c. There shall be a level area with so· c:lear depth in the direction or the door swing, and a level area with 44" clear depth in op- posite direction of door swing. (2.Slla-SB) r-MULTIPLE ACCOMODATION TOILET FACILITIES a. Pro\·ide cle:ir area 60" diameter 1 2, high • or c:le:ir space 56" :i: 63'' :i: 2i" high. (2,51 Ja,6A) b • Doors (other th:m handic:ip compartment) are not to encroach more th:an 12" into abo,·e mentioned c:lear space. (2·Slla-6A) c: • Pro\·ide !?S" clear space between water c:losct and fixture or 32" clear spac:e between water closet and w:ill. (2-51 lA-68) d • A -18" long clear sp11c:e is required in front of water closet. A 60" dear splice is required when the toilet compartment has a side door, (2-Slla-6B) • • Water closet compartment door lo provide 32" clear width ror end entry and~-clear width ror sidt entq,, Door to be self. dosin1 and swine out. (2-51 la-6C) DA 2/4/88 .. A.W--. . cd ~h II numbrrs clrcl,-d bc/011· are required for th,"s pro/rd. See Title !,I !-l lOb-11. Circled ilc-,ril do not •pJJt to floors -.·hirh "" not trqulr to an• C'lff "bl dk•ppcd a«tSSI C'. n~errnrrs to s«Uon num bm "·ith prrflz "2" a;e to Titl~·!l./, p,,1·1 (St.1tt p11iJdin1 Code), J9S5 Edition. Prdi.T "3" is for Part 3 (SWt £1rctrit:al Code). Prefix ".S" is for P.1rt S (Slate l'lumbint Code). . _ . . .,._ t"ons-cl:ilmcd for :in,· itiin sh:ill be rrq11ested in 11·ril/n11 •nd sh1,// include :,.JJ d.111 nf.'l'dtd to drtrrmine "u11rc::uon:iblt hardship u described ,n ,._.,:n,p I . • • • Sc.v:tion :--l!!!l. SITE OEVELOrMENT 0HANDlCAPPED PARJ:l~C SPACES a. See Approved Parkin& Plan ror layout. (fie. 2-71-1) b. Provide ____ handicapped sp:aces. (2•71021) c. Space shall be so located that handicapped persons are not com• pelled to wheel or walk behind parked cars other than their own. {2-7102c) d. Parle! ng space shall be a minimum or 9 rt. x 18 Ct. with adjacent S ft. lo11dine zone. Double space shall be 23 It. wide. (2-il02b, Fie. 2-11-1) e. Muimum slope ofparlcin&sur!ace In an)' directiop shall'not tlt• eerd ¼" per Coot. (2-7l02d) • · • r. Parking space(s) shall be identified with the International Sym, bol of Accessibility on renectorlzed sign affixed to post or wall, and also duplicated on parlcing surface (symbol to be 36'" x 36"). (2-7l02e). · • g. E~trance to parltin& faci1ity or structure shall also have durable metal sign statin& that unauthoriz.ed vehicle(s) parlcing in han- dicapped space(s) may be subjec;t to tow,awa)'. (2-7102e) h.. Entrance to and vertielll clearance within accessi"ble level of park- ing structure shall be S ft. !?_ in. to anr structural member. duct or pipe. (2-i102f) 0 CURB RAMP~ . . a. Curb ramps shall be located wherever pedestrian palh crosses curb. (2-i103a) b. Curb rampshall be .:s· min. width (2-il03b) with maximum slope of l in 12. (2-7103c) c. A level 48" min. depth landini is required at top of curb ramp over entire curb ramp width. (2· 7103d) d. 1£ no landin& is provided, the· slope of nared sides shall not tit• ceed 1 in 12. (2-7103d} e. Sur!:ice is to be slip resistant. (2· 7103f) C. Border markings shall be Ir wide of ¼ • x ¼. ~ve=s. ¾•apart, located at top and sides. (2-il03h) · 0WALKS a. Site development and iradini· sh:all be ~esiined to pro~·ide ac• cess to primary entrances and access to normal paths of tr11'"el and where necessary to provide access shall incorpor:ate pedestrian r:amps, curb ramps, etc. (2-7101 a) b. Walbslopinurcaterthan51' (l ln20)mustcomplywlthr.amp requirements of sect. 2-3307. (2-3325:c'~ c. Walk width shali be 4S-minimum. (2-33251) d. The ma.i.imum cross slope shall not exceed ¼ • per foot. (2-33251°3) t:. Cratin gs are not allowed whenever possible. (2,3325b) f, At t11ch &ate or door a 60" x 60" level area is required when the 1:ate swin1,1J loward the walk. (2,332Se) I• A !?4" clellr space ls requ.lred at stn1.e side oC gale or door. (2·332Se, Fi:. 2-33-2) h. A 48 .. .x ,14• deep level area is required when the gale swings 11w11y from the wallc. (2°332Se) QPEDESTl\lA.'11 RAMPS a. A path of travel with a slope greater than l in 20 sh:all be con• sidered I ramp, (2-mia) b. The muimum slope shall bt l in 12. (2-330ic) c. The width shall be 4S-minimum. (2-3307b-3) d. A 60·. intermediate landing is required at m11xim um ele\-ation change or 30" and 72" landing at each change or direction (over 30-). (!?-330id-l) e. Landings are required at top and bottom of ramps. (!?-230id-l) f. Bottom landingsh:i.11 be minimum ofi2-in theliircc:tion oftra\·el. (fig. 243-llA) g. Top landing shall be 60. x 60" minimum. (2-330id-.2) h. When door swings onto top landing, m inmum depth of landing required is door width plus 4!?", (Fig. 2-33-llA) f. J. Top landing shall ha"'.e 60" min. width when door swings onto th~ landing, with 2-1· on strike side of door at a lerior ramp, or 18" at interior ramp. (!?-330id-,t) Ramp handrai!s are required on each side of ramp. when slope exceeds 1 in 15. (2-330ie) le. Ramp handrails shall be continuous. J;cated 30"-34• in height above ramp surface. with 12" extensions beyond top and bot- tom. and the ,ends returned. (2-330ie) I. Handr11ils sh:all bt 1-¼" to z· cross section, spaced min. of 1-1/s. from wall. (2-330ie) m. A 2· high curb or wheel guide rail centered 3" plus/minus i- 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) / SPECIAL ACCESS LIFTS ~, IJ!ts may be provided between lcYels, la lieu or elevator. when · the vertlcal distance between landlnp, struc:turaJ elevator. struc- tural desip and safeguards are as anowed b7 the State or Califor- nia, Dept. ol Industrial Relations, Diw•. of Occupational Safety and ·Health. (2-51061) DA 2/4/88 .. ' ' ~ Please ;ee additional corrections or remarks '\.:.:I that follov. . Toe jurisdiction has contracted with Esgil Corporation located at.9320 Olesapealte 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 ~ check it:: please contact r ~uck .. ..Me:Dde'Y\\oa.\\ . at Esgil Corporation 7 · Thank you. Enclosures: 1. _________________ _ 2. _________________ _ ~t"fil C.F-\ :mw.s.± 'De~~ OY\ Mie \>\ams. &~'J~L..U.....=~~~~~~..J.........~:=..4.-,--1-~~~...!.,--,,~~~:..l...+-..l...1.I..=:;-- 1 1 88 6 .. lXl lXl lXl "C "C "C -41 41 41 3 3 3 -~ 41 -~ > '> > 41 41 41 c:::: c::::. c:::: ~ D D DD o-o ---?--- ENGINEERING CHECKLIST Date: 5"-7-8( Plan Check No. Bf t) I j 4 Project Address: zsotJ e.c, If. I 'jn;, ~ z. PrQject Name: 1.E .:_.. -' Field Check Oate: =..;;;.;;;..;_ ____________ _ By: LEGEND ~ '@ 1,2,3 I tern Complete I tern Incomplete -Ne~ds Your Action Number in circle indicates plancheck number that deficiency was identified Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, _existing and proposed structures, streets, existing. street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and. proposed slopes, driveway and percent (%) grade and drainage patterns. .3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading l -C2r o-D .v;A 5 •. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). ifo ~D ~·o ffo ~D ~D ~D Er"o D D D D 0 D D D BOD 1v;4- 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 cqmpleted. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right:-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. ) ~~ ~ ~o 60 ~D D D D o· D . G{ D D do·o FEES REQUIRED 10. Park-in-Lieu fees required. Quadrant: . , F-eer'er Unit: , Total Fee:~ -------- 11. Traffic impact fee required. r: Fee Per Unit: ~ , Total Fee: 1<,¢>y2 ~- 12. Bridge and Thoroughfare fee required. f Fee Per Unit: •. , Total Fee: ~~ti·. 13. Public facilities fee required. 14. Facilities ·management fee required. Fee: ----- 15 • Additional EDU's required: ~ ~£ . Sewer connection ff;!e: -Seefr permit no. ____ _ 16. Sewer lateral required: ,~ REMARKS= 11/4 ?/re: /J,?-..M - 0.1<. to i~ ,_.-Cate: If you have any questions about any of the above items identified on this plan check, please call. the Development Processing Department at 438-1161. J ·- 1,i; Q) Q) Q) .... .... .... cu cu cu C C C .. ' al al al 'O 'O 'O Q) Q). ; ~ ~ Q) -~ Q) '> > '> Q) Q) Q) 0::: 0::: 0::: -N r,i =#; * * ·u u u ll. ll. ll. ErD D ~DD Ero D ODD PLANNING CHECKLIST Plan Check No. f3q0l~'f Address 250/!) a 69-/JVAK>RJ:i:Jt- Type of Project and Use _-.:..r_, ___ ....;.... __________ _ Zone C-2... -------------Use Allowed? YES ~ - Setback: Front .JJ./.&-Side -¥-Rear ..#-- Facilities Management Zone 2 . School District: San Dieguito Carlsbad -~ Encinitas San Marcos NO -- Discretionary Action Required Environmental Required Landscape Plan Required Comments YES -- YES --- YES __ NO ~ NOJ{_ NO ~ Type __ --------------------------- Coastal Permit Required YES NO p( Additional Comments -------------------------- OK TO t$ DATE 3 /1/6-/;fff - / 7 ?56Q'ORION WAY CARLSBAP, CA 92008 €itp of qtad~llab FIRE DEPARTMENT _PAGE 1 OF _j_ TELEPHONE ' (619) 931-2121 APPROVED Y-R-ev,~a~ DISAPPROVED PLAN CH ECK REPORT PLAN CHECK#, m-019l/ PROJECT 3£71.uv t/ e /?A, G , .:D.\J C'..-· ADDREss. 2 S-08 £L (°'1-A\..u ,/\JD i<tA:L STf? E 2.. -r ' ARCHITECT /(-e-v,_l\l f1Ae_ t?oKllA 1C..K ADDRESS ----~---PHONE _____ _ OWN~f! -----~-----'------,--. ADDRESS. --'--------PHONE OCCUPANCY _b-=··"-'z_=----CONST. TOTAL SQ. FT. STORIES D SP-RINKLERED'fl,-TENANT IMP. -i-<->-"'"""--i/4---,---------"-,----c.----------------- . APPROVAL OF PLANS IS PREDICATED ON CONFORMING . TO THE FOLLOWING CONDITIONS AND/OR MAK.ING . THE FOLLOWING ·CORRECTIONS: . - PLANS, SPECIFICATIONS, AND Pi;RMI.TS __ 1. Provide one copy of: floor plan(s); site plan; sheets ---,-.a----------------- ___ 2.. Provide two: site plans showing the location of all existing fire hydrants within 200 feet of the project. _.__ t3'. i:irovid~ specifi~auons for the tallowing: ----~---'-------------------'-- -· _. · 4. · Permit~ are·requirec,I for the installation of all trre prote<;:tion systems (spri_nklers, stand pipes, dry chemical_, halon, CO2; alarms, hydrants). Plan must bE: approv!:)d by the fire! <:lepartment prior to inst~llation. _·_. __ 5. 'fhe business owner shall complete a building information letter and return it to the fire de!partment. __ 6. ' FIRE P.ROTECTION SYSTEMS AN.D EQUIPMENT The following fire protection systems are required: · D Automatic fire sprinklers (Design Criteria: : · . ) o Dry Chemical, Halon, CO2 (location: --,-------'---------~--------,---------) . D Stand f>ipes (Type: -----------'-----,---,---"--~--'-------------------'-) D fire Alarm (Type/Location: . . , ) + 7 : Fit~ E~~inguisher Req·uir~me~ts: , . , 1 , ·i . , . _ . , _ . _ _ _ · , _ ·---·-· · '3~0ne2A r!'lted~ABC-eXctmg~1sher-for each-t;aOOD-·-,sq.-f-t-or .por-tIon 4hereof. with a-travel d1~tan-ce ,to the nearest extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of .. to be located: ____ · --------'-----, · D Other:---'----'-----------'---,---~---'------------.~-----'~- -·-. 8. · Additional fire hydrant(s) shall be provided~----'------------------- ___ 11. .EXITS Exit. ·door.s ~hall be openable fr-om the insid_e wrthovt the use of a key or any speci~I knowledge or effort. A sign ·stating, \' thi.s ·door to remain unlock!:)d .quring business~~urs"' shall be placed abov._e the mai_n exll..and doors (AJ-H.Q\1. l-ITtLIJ Jf\lb K-t: y D-r,J£/4?A'Th:.~ -1.J\J'D1CAT1f\J61Y?Z-t.t:n~ -dOL 1 EXIT sign~ (6" x ¾" letters) shall be placed over·all required exilts · and directional signs located as necessary to· . clea,rly indicate :the· location of exit doors. · · · · G:ENERAL __ 12. · Storage, disp(;lnsing or use ·of any flammable or· combustible ljquids, flammable liquids, flammable gases and . · hazardo·us chemicals.shall comply with Uniform Fire Code. · ,-·-. 13. __ 14. Building(s) not a,pproved for tiigh. piled corilbustitile stock. Storage in closely packed piles shalr not exceed 15 feet in height, 12 feet on pallets or in:racks and 6 feet for tires; plastics arid some flammable liquids. If high stock pil- . ing is. t,o be done; comply with Uniform Flre Code, Article 81. · Additional Requirements. -------,.-,....~--------------------- LeufA D, A , (i A 92. 62 '-I. ·· ~hu--t-~ 753·-b 770 · __ 1q. · Comply with regulations on attached sheet(s) .. PlanExarriiner. QC..w~· I . ' Date ~/2 °/ ~o/ Report m·ailed to architect ___ Met with --....,..-,-,-~'------'--..----.-Attach to Plans CertHicate 'at c·on1pliance (Part 1 of 2) Prescriptive Requirements CF-I A · ---==--=~===""""==="""2"""'""""==oi=====---=---..... .,,,.,--,...._=-___ __, __ = .:fl'Z}l bt[ c~c;. 2..-,4~ns B Pro1ect Tide · L.I M ~ Dato ofeortJhc!.ate ----,, . l~Y ' n_ C. ~ p..M,tc ~ : : Proiect Arcfo~~f:,AO t . c/\ i PrP1ectlocabo~t'?'4l3j>..Y) 1 C/\ Cuynown ~A~HA,t-)()l · ~ j<<;O , q4+-'70'1) Oocument.abon 'Autfior/F1nn Telephone Prlnclpel De.signer. The proposed building wnl bo in Sl1bst:1nriru cx,mpliance with tho C:,Jilornia Building Energy Eflidency St:mdards provided II Is bull! a=rding 10 tt,., plnrs ruid spodfic:itions and provldO<l fvtvr11 improvements :irtJ completed accon:hng lo tho tequ1romont5 Indicated on this Certifie:1111 of Compllanco, T.he pl:ins 11r,d specifications hitvti been prepared to indude all significant energy conservation lealUres re91.?1red for compliance with tho Standards. Building areas that are unconditioned nncVor not subject to the standards are indicated on the plans. · owner. TM enor9y conservation fr.aturr.s and performance . specifications indicateo on this do-::ument and on th!! plans and specifications shall apply to future_ altO?rations, unless compliance is demonstrated anew and a new Cer1ifica10 of Complianca is submitted. A copy of this Certificate will oo retained and transmitted to 'future tenants. subsequent owners or 9thers with responsibility for making improvemll_nts or modifications to the building. II this C1JrtifJcate is lost, a now Certific.1to may be required be lore a pennit is Issued for alterations. Unconditionod aroas are indicated on tho plans and, ii those areas aro conditioned in tho future, they must be made to comply with fa, applicablo onorgy .standards thl!n in o/loct. Cim,mt.,-.,17\ 'ftM./ Ce4u.,,, i.oc.., ~ N-~, ato Ile~. Enforcement Agency, Tho pn:,posed building, and future alterations will comply with the Calilomia Building Energy Efficiency St.mdards. provided lvtvre alterations me!lt 11:lo roquirernonts indicated on this CertHicata and all applicable manc:latod monsuros, ;u long as tho building oco.,panct fyprnm""~Q ,Aw JA-J-'61 Sign.i.turu ~~ "Date ~ . ~ O;W'ft (1) ~ Namet t 1ifu · For Enl=~ent Ag8f1cy U" Cxily I . ' 9u,laing Permit Number , . Plan checlw~ By ... _Ei_~I~ Chec_k_~ 9Y. ..... _. __ .. :.,< · .. Approved By General t,-J 1 UnC!'.)ndltlon&d or Multi-tenant sh&II? , 2 CEC Occupancy Type • • • • • • , o~~ 3 UBC Occt.Jpancy Group/Olvislon , , .. Edition ol Standards ' .. ,t ' ,. .. ~ . . . .. ~ s Conditioned Floor Atea • , • • , • . . 6 Unconditioned Floor Area • • • 1 •I Generation Occupancy Types 7 Lociition Cooo Number • • • • • I J"7 . 8 Occup.incy Code Number • • • • • • • ~~L 9 Max.imurn Anowable Uovara/1 • • ••• , ~ ro Standard OTTV , • , • , , , • • .iJA 2nd Generation Occupancy TypM 11 Climate Zone , , , • , , , • , , , • , -7 - 12 Pad<:lge Selected , • • • • • • , , • • \-lM,- 13 HVAC Powor Ctitlitia Set (II appfic.) • • • ~ Data Date Data (YIN) c!2t9 sl { ~ f'.\.-..) ) sf Bl\J/h-s1-F Btuih-sl Hote: List other options ;ar,d roqvir-emenls significant fO!' compfianc:a below or on an attached supplemenl For example, induoo tenant imprnvornent spedfications. Motional requirements should ~ funtier detailed In the !!nergy eon:ipliance documentation. Attachment becomes part ol Certificate of Comphanca. . · 14 · ·Supplement Attache<l?' • • • 1 • , • • , , \.,..) {YIN) . ---~ ,_ -~~ ?;f-/1{ _ -ae.:.t::..a.1---= _ ·"-···-·-__ ~-.. ~~t-~~~~-·--~-.,~~_..,.,._. ---·-'·-·-""' ""·'=· =====c,..,,,,.,.,,...=~-----=----~•_,·""'-=-=--""-_...,'·=-=-==- Fcrm Rovislld June 7. 1988 P:ig1J _of __ _ ·:~>_·;·tifitate·of (]on1pliance (Part 2 ol 2) Peiicrmance c..,:, · ::·,er: · --~ -.----· -----· ,. ... ____ J]f.~j:: _____ ~ ti_ ----0---7·=·..--'-fi . -- r-1!,II!·-! :¢ ' ~" • ? Ass-retrtJlC,.'tl8 ~------~~ ~,JD1 ___ ~ _____ .1 ~~-·-·-··-·--· ·o:~·:,,Lttiiioo.,,iiifi;::i;,l-,rm olerhono ---------------------··-·-------- Ncitn, 1/,,.:m, th,m one Par( 2 may be submitter.!. but ,Ill mu!'.t relorrmc.s the same Pnrt 1. TI1e Pl)rson ro$por,~il:ii1 !or preparing the complbr:cl• occumentalion for.each rnojor building systarn ad111owledgos th13 lotlcwing complionce statement by signing the app,oprir.!6 spac-.iibelow. · Compllencn Slntemenl. The proi:osed building improvomenl$ sub~tanri:1.lly comply \'/id1 1hr, rnm:irt!mcr.t:l indi~ted on the Certifi:::w1 o! Comcli:l!1co lor this buildin9, dated . . The plans anc ~pe,dfi,.,:jtv.--ns include lh8 signific:;ir.t 0/l()rgy ,:,.,nt11t'V..\tior1 lealU!es and ,he ccmplianu docurnol')tation rs con!:istont wrth ilie plans and spedfic:i.tit:ns. . . Envelope Avnrage RooUCeiting Rt. {.(!1. I ~~~6) hr-~=-·-_· ----,-~ =--'---~.1-~a:._-_F=~=· ===-----·-·- 2 3 Avilrnga E-.i:terior_Floor Rt , , .. , Average Cpaoue Wall Rt •• _,,___ .4 Glazing Area iri Wall , • • •. S Avarage SC (Wall) •• , • 6 Gia.zing Area in.Roof , •• 7 A,".!rage. SC (Roal) • ether requirements: h-r.:-svi3tu h-F-r.f/Btv sf sr Lighting· 8 Basis of Allow'?d LPD • • (~ 'fvt(I, N(]) Allowed Proposed 9 LPD. , ••. , •..• 10 Package Lighting Reduction ___ _ 11 Adjusted LPD ••••. , • 12 lighting Control Credits? • ether requirements: Mechanical ·······--- 13 Unit Fan Power, ••••• __ _ 1.4 Rated Cooling Efficiency • 15· Aatsd Heatino Efficiency • 16 Economizer cooling? Other requiremonts: watts/sf watts/sf wnttslsl (YIN) wattS/cfm ___ (units) ___ (units) (Y/N) • e, .-mt"~ ~HO i_ p...<;roc .. Cornpanyl35 '-1\1~fl,fooL o(Z., ~A Aooross ~ ..,. ,Otff >. QA _q~ot:> ,. Entorcament A~ency E-.i:tent ol lmproveme;1ts Plans dated S1gna~ra flamoiT1 e Company Acl'cuess C1ry1Stat81Zip Telephone FnlorC8ment Agency Eleht ol Improvements Plans dated Signature Narnetl1ue· dross t,iy,St.aw 1p ' .. · ..... Tokipnona Eri1orce1118flt Agency Date Specs datod Date C.al. Oceose No. Date HIA Specs datea Data ~-Gciin.s11 No. Data p,.-=111 ___ ,,f --- Mandatory Measures Checklist . JIZHH"\ C12Jb-16'- MF-1 For Enforcement Agency Use Only Prc1ec:1 T111e , , fk:§.H/2:NO\ {' A,,a:211!i-\£; z-,4-t'i8t Date Doevmenuu,on Author/Firm Oa• Envelope Measures Rtf1nnce in Cons~ct10n Documents I J c«tifted insulation ma•rial1 per 2-5311(a) •••••• ,f> l..J,.-\-lt ( ) Insulation installed ti niNI ftamt 1pr911d and smoke dlnsrty ,-quirtmenta of 2-5311 (bj • • • • • • • • , • ··-~- i J Um formaldehyde foam in1ulalion ia instAlltd per 2-5311 (c) • • • • • • .• • • • • • • • • • • • • ·-"--- . I l Aittroft1 inlliation 1petjti~ u per 2.5313 • • • • • • • -"'--- I ) ~ intllhtioni1 minimi%~ by 1pkification of IHlltd manufa~red cborl and windOws and proper I , .. Jing and wealheralripping u per 2·5317 • • • • • • ,__.,___ Lighting System Measures Check~ By Reftrtnce m ConslT\Jet,on Documents ( J Phot,c,W ffnl«1 wi1h a dffualng co..., iw,d no opeque ~ per 2·5319(t)5 , , ••• , , •• , • --l'--- 1 l Man1Aacturtr1 ln1trvetion1 pnwidtd for in1tallation and calibration per 2-531 V(e )& , , , , , , , , , , , 1 ) Proper inat.lllation of con~ola lncluclng sensor location, ceriificatlon of iniiial calibration and conll'OI of lum1naire1 only within dayMI &rN p« 2·5319(t)8 , •••••••• _.__ I 1 Vi1ibie or .,dblt malfunction *1arma ptC' 2-531 Q{g) , • • -"--- OCCU pancy Sensing Devices (when applicable) I l FJ!eker frH-Of)fflllion iw,d no pr9ma11Jr1 lamp failure ptC' 2·531Q(t)2 •••••• , , ................ ~- l J ,c.rtifi«!"lumin•m,1,elluti ptf 2-531'{b) ••••••• ~1rtn-JG-( ] tme dtlay1 to preY9nt ll'ldt11rtablt cycling ptr 2·5319(1)3 ••• , ••••••••••••••• __ _ [ ) lndtpendent COl'lll'OI w/ endoMd areu per 2·5319{a) •• --f-- ( ] Manual 1wilc:hing reaclly acceuiblt per 2-5319(b) • , , '---I--- [ ] Aeducliori of ~ghling load ID at ltui OM half per 2-5319(e). Oc:eupaney .. i11ora or programmable timffl mttting.CEC cn•riamay 1ub1tittJ• •• , • , , , ••• _.,___ ( ) s.para» switching of deyUt .,..., per 2·5319(d) •• , , __ _ 11 ~119111 switching of display and yalanoe lighting ., l'9taJI and wholesale 110m per 2·531P(h) ••• , , • -"--- [ ) Automatic contml of di1play lighting in retail andwholt&alt &t01"9i per 2-531Q(h), •• , , , • , , , ___ _ I ] Ta~m wiring of one-and lhre+-\amp luminaire1 ,P4'r 2•5319(i) .• f I I II I I I I I I I I I I I I I I ,,_, __ Daylighting and Lumen Maintenance . Controls (when applicable) I l Uniformly illumnalion reduction ID on•half H per 2·531Q(e)l. , •••••• , •• , •••• , • , -.1..a!c.c::;;;.:: l ) Flick.tr lrM ~IIOn and no .pr9ma11Jre lamp faUure per 2·5319(•)2 •••• , • , , ••••••••••• --1--- l ) Ttmt del1y1 to pre-..nt undeairable eyding per 2-531Q'(t)3 •• , .................. -"--- I ) Step 1wi1Ching d1Yi011 with np1ralion belw'ffn on/Off Htbtigl ~ 2-531~-~ , , , , •• , , , 11 Visible or audble malfunction alarms p« 2·531g(g) • , • --f-'-- ( l Umlta on em11ion1 per exoeptiona to 2·5319(t) ••• , --- HVAC and Plumbing System Measures I J Piping in1ulalld u ~rtd b'f 2·5312 •••••••• ~lmtj:; [ ) Certified HVAC equipment per 2-5314(1) , , , •• , • 11 Ctnifled plumbing equipment ptC' 2;5314(a) •••••• I I Healing 1/'ld cooling equipment efficiency per 2-5314(b) • ( I Paot»u·igriition of gu _,p1ianot1 p« 2·531 "(e) • • • • I l Automatic conll'Oli for off-hours ·per 2·5315(a) 1 • • • • • I I Th~o1tat set point requiremtnll ~ 2-5315{1) •• , , 11 5-quen'-I conll'Olof heating and cooling per 2·5315(1)3. l l Automatic tllhau1t fan darnpef"a p« 2-5316(b) • • • • • I J n-moaiat oon1rol1 for each zone p« 2·5315(b) • , , , I ) Ventilation provided per 2·531& aw,d 2-5343 •• , , , • l l t-ieutra fol' domestic hot wattt anG'or pool, per 2·5311! • -~ ·-.· •. ' II P:a;e __ ::,1 __ POOR . ' QUALITY }· !: ~ _. r . . ; l - . . . . .... ,:-• . . ORIGINAL S ·i!-- ,P. ----~...,__,...,_.....:,A,...,_.....,~:;.-',•:.· -"-=----"=~-=----------j "" G'/;JA~f,?1,1- ~~/~ \ FIRE RESISTANCE DIRECTORY ----------------------------------267 FIRE R~SIST-ANCE RATINGS (BXUV)-Continued Design No. G243 Restraine9 Assembly Ratings-1½ or 2 Hr. (See Item 16) Unrestrained Assembly Ratings-1 ½ or 2 Hr. (See Item 16) Unrestrained Beam Ratings 1 ½ or 2 Hr. (See Item 16). 2-112• _L...,,,,,.,,..,-+..,._i'-=-~--f=~=~~~~~-+-=~=~ T 10• + Beam -(Not shown) -W6X 12 or WSX 10 min. size. 1. Normal-Weight Concrete-Carbonate aggregate, 14 7 ± 3 pcf unit weight, 3000 psi com- pressive strength. 2. Welded Wire Fabrlc-6x6-W1.4xW1.4. 3. Metal Lath-¼ in. rib, 3.4 lb/sq yd expanded steel; tied to each joist at every other rib, a·nd midway between joists at side lap with 18 SWG galv steel wire. As an alternate, the form ma- terial for the concrete may be corrugated steel deck, •;,. in. deep, of min 0.016 in. thick (28 gauge) ,galv steel welded to supports 15 in. O.C. using welding washers. When corrugated steel deck is substituted for metal lath, the concrete thickness shall be m'easured from the sur- face of the concrete to the top of steel deck corrugations. 4. Steel Joist-Type 10J3 min size; spaced 24 in. in O.C., welded to end supports. 4A. (Not Shown)--As an alternate to Items 2, 3, 4 and 5, the following components may be used: (1) Welcled Wire Fabric...a.6x6-W2.0xW2.0. (2) Structural Steel Members*-Hambro joists, min nom depth 10 in., max spacing 49¼ in. o.c. Canam-Hambro Systems, lnc.-Type, D500. The concrete is cast on removable ply- wood form. Min concrete slab thickness for use with Item 4A is 3 '/, in. 5. Bridging-Steel bars, ½ in. diam, welded to top and bottom chord of each joist. 6. Hanger Wire-No. 12 SWG galv steel, tied to lower chord of steel joists or to' 1 '/, in. deep, min 0.053 In. thick (16 gauge) cold-rolled steel channels. When the ceiling ,is composed of nom 24 by 48 in. lay-in panels, hanger wires spaced 48 In. O.C. along -main runners with ad- ditional wires to occur at all four corners of light fixtures, at midspan of cross tees adjacent to light fixtures and air duct outlets, and adjacent to main runner splices. When the celling is composed of nom 20 by 60 in. lay-in panels, hanger wires spaced 40 in. O.C. along m"ain run- ners, at all four corners of light fixtures, at the midspan of all cross tees, and adjacent to main runner splices. _ 7. Air Duct-'--Min 0.023 ,in. thick (24 gauge) galv steel. Total area of duct openings not to ex- ceed 57 sq in. per each 100 sq ft of ceiling area. Area of ind duct opening not to-exceed 113 sq in. Max dimension of opening 12 in. Duct supported by 1 '/, in. 16 MSG painted steel channels spaced 43· in. O.C. suspended by 12 SWG galv steel wire. As an alternate rigid Air Duct Materials' may be used. The duct outlet throat is positioned at the center of a 24 in. long, min 0.029 in. thick (22 gauge) galv st'eel duct liner. The throat is insulated with 1 in. thick, 5 p_cf density rigid round· glass-fiber material. These ducts are supported by n:,in 0.053 in. thick (16 gauge) cold-rolled steel channels suspended by 12 SWG galv steel wire. Chan- nels are spaced, directly below the steel duct liner one on each side of the throat, 72 in. O.C. for ducts up to 36 in. wide and 48 in. O.C. for ducts between 36 and 60 in. wide. Owens-Corning Fiberglass CorP-Type Rigid Class I. 8. Damper...:Min. 0.020 in. thick (25 gaµge) galv steel. Protected on both surfaces with '/,. in. asbestos paper and held open with a Fusible Link (Bearing the UL Listing Mark). Damper to overlap duct outlet 1 in. min. In lieu of the dampers described above, Duct Outlet Protection Systems A or B, as described in the Design Information Section, may be used with steel ducts. 9. Steel Framing Members'-Main runners and cross tees in combinations listed below: A. Main runners nom 12 ft long spaced 48 in. O.C. Cross tees nom 4 ft long installed per- pendicular to main runners and spaced 24 in. O.C.-For 24 by 48 in. lay-in panels. Chicago Metallic Corp.-Types 250, 850, 1850. · Donn Corp.-Types DXL, ,XD. National Rolling Mills lnc.-Types FG, FST-6000, MLFR-6000. For Type MLFR-6000 system hanger wires required at grid intersections on both sides of each main runner splice (24 in. O.C. max). . B. Main runners nom 10 ft long spaced 60 in. O.C. Cross tees nom 5 ft long installed per- pendicular to main runners and spaced 20 in. O.C.-For 20 by 60 in. lay-in panels. Chicago Metallic·Corp.-Types 250, 850. Donn Corp.-Type DXL. 9A. Steel Framing Members'-Metal pans-(Not shown) (Optional)--Channel-shaped metal pans, various colors and finishes, installed perpendicular to cross tees or main runners and spaced 4 in. O.C. The flange edgec of the metal pan engage and interlock with the vertical tabs of the Type 1652 and Type 1654 (See Item 98) grid adapters. End laps joints of the ·metal pans shall occur adjacent \o main runners or cross tees. The metal pans shall each be supported •by at least two main runners or cross tees. (CMC Cat. Nos. I 51 O and 161 OJ. LOOK FOR MARK ON PRODUCT 268 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE .RATINGS (BXUV)-Continued . Chicago Metallic Corp.-Type 1650. SB. Steel Framing Members'-Grid adapter-(Not shown) (Optional)-For use with Type 1650 metal pans (See Item 9A). Angle-shaped adapter with a looped return flange, installed parallel to cross tees or main runners by engaging return flange of adapter to the flange of the cross tee or main runner. Type 1654 is intended for use with cross tees. Type 1652 is intended for use with main runners. (CMC Cat. Nos 1652 and 1654). Chicago Metallic Corp.-Type 1650. SC. Stee! Framing Members'-Filler strips-(Not shown) (Optional)-For use with Type 1652 or 1654 grid adapters (See Item 9B). Channel-shaped metal pans, 0.18 to .024 in. thick, steel or aluminum 1/, in. deep and 31/,z in. wide, placed with the painted side down in the cut-outs of the grid adapters adjacent to the vertical tab. (CMC Cat. Nos. 1532 and 1632). Chicago Metallic Corp.-Type 1650. 1 O. Fixtures, Recessed Light-(Bearing the UL Listing Mark). Fluorescent lamp type, steel housing, 2 by 4 ft or 20 by 60 in. size. Fixtures spaced so their area does not exceed 16 sq ft per 100 sq ft of ceiling area. When the nom 20 by 60 in. fixtures are used, fixture stabilizers (Item 1 OA) shall be used in addition to the hanger wires occurring at the midspan of the 5 ft long cross tees. Wired in conformance with the National Electrical Code. Fixtures and ballasts must be considered ,for these ambient temperature conditions before installation. 1 OA. Fixture Stebilizer-(Not Shown). One per 20 by 6'0 in fixture assembly. No. 16 MSG painted steel channel formed as a yoke, secured to the web at midspan of 5 ft long cross tee on each side of fixture. When The type 1650 metal pans are used (See Item SA); One min. 0.04 7 in. thick (16 MSG) galvanized steel channel yoke per all light fixtures, secured to the web at mid- span of cross tee on each side of fixture. 1-1. Fixture Protection-Fabricated from acoustical material' or minerial and fiber boards', One 24 by 48 by ½ in. panel or board placed over each fixture, supported at each end of fixture by a 24 by 1 in. thick noncombustible spacer so as to provide a 1 in. clearance between the. fixture and the panel or board. . 11A. Fixture Stabillzer-(Not shown) (Opt;onal)-Min. 0.020 jn. thick (25 MSG) painted steel spacer bar formed as an angle with 1 in. legs and hemmed edges and slots perpendicular to and near the-ends of the spacer bar for engaging over the bulb of the tees. Engaged over the bulb at midspan of the cross tees on each side of all light fixtures and over the bulb of the adja- cent cross tee. Armstrong World Industries, lnc.-,Type ½ in. P (S) 24 by 48 in. (acoustical materi- al) or Type P (mineral and fiber board) 12. Acoustical Material'-Nom 24 by 48 in. or 20 by 60 in. lay-in panels. Border panels support· ed at walls l!Y 25 MSG painted-steel angles, 1-in. legs. (S)=surface perforations. Armstrong World Industries, lnc.-Type '/,, 'I, or¾ in. Type P (S). 13, Hold-Down Clips-(Not illustrated)-No. 30 MSG spring steel, placed over cross tees 2 ft 0.C. 14. Accessible Hold-Down Tab-(Not illustrated)-Min 0.020 in. thick (24 gauge) painted-steel, '/, in. long, ¼ in. deep, top flange '/, in. wide. To be used on each access panel in ceiling. 15. Accessible Hold:Down Spline-(Not illustrated)-Min 0.016 in. thick (26 gauge) steel, 7 in. long channels, '/, in. deep, with 'la in. top flange and '/, in. bottom flange. To be used on each access panel in ceiling. 16. Mineral end Fiber Boerds'-(Optional, not shown) -Applied over concrete floor with no limit on overall thickness. When the insulation is used, the Restrained end Unrestrained Assem- bly and Unrestrained Beem Ratings are 1 ½ hr. · · See Mineral and Fiber Board (CERZ) category for names of manufacturers. 17. Roof Covering-(Not shown, .for use with insulation describe<l in Item 16.)-Class A. B, or C Built-Up Roof Covering Materials' consisting only of felt and asphalt (or coal tar pitch) mate- rials in alternate layers. See Building Materials Directory. · 'Bearing the UL Classification Marking Pesign No. G244 Restrained Assembly Rating-'2 Hr. Unrestrained Assembly Rating-2 Hr. Unrestr<;1ined Beam Rating-2 Hr. 2 Beam-W8X20, min size. 1. Normal-Weight Concrete-Carbonate aggregate, 147 ± 3pcf unit weight, 3500 psi compres- sive strength. 2. Welded Wire Fabric-6x6-W1.4xW1.4. 3. Metal Lath-¼ in rib, 3.4 lb/sq yd expanded steel; tied to each joist at every other rib, and midway between joists at side lap with 18 SWG galv steel wire. As an.alternate, the form ma- terial for the concrete may be corrugated steel deck, •;,. in. deep of min 0.01.6 in. thick, (28 gauge) galv steel welded to· supports 15 in. O.C. using welding washers. When corrugated steel deck is-substituted for metal lath, the concrete thickneas shall be measured from the sur- face of the concrete to the top of the steel deck corrugations. 4. Steel Joist-Type 8J2 min spaced 24 in. O.C., welded to end supports. LOOK FOR MARK ON PRODUCT ~ ~ {, 2508 a CAM1,vo te:At-~":JS! . ~9-lct'-\ \ 1,-r ,._ ~ £:$c.,.,L ~~EARED ·d 1 ·1 \')89 City crf CARLSBAD DtVEtoPMENT .PROCESSING SERVS. ·§1 AGREEMENT . ----·scHOOL FEE FOHiv, . C of 0 ______ I ~:f'l\_/~1_('~,::~ ____ _.11;-_:c·J. 6/2.u !FU·!-::;\ ···-----·! _; :·,' t • ,:;,~¥ ,J _, _______ j~·Jc,~~~~ UC. r ANA'--·-· ··-. I PLANl'/f!#" BUILDING L_--'-' _ ___.__ ,T '