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2210 PALOMAR AIRPORT RD; ; CB880638; Permit
APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - - ' CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - . . 2O75 Las Palmas Dr.r Carls ad, CA92009-1915(619)'43 1161 JOB ADDRESS •. • ,. AV, 5TR rr I . THOMAS BROS NO. DATE OF APPLICATION BUSINESS LICENSE VALUATION PERMIT NUMBER iipi- CONTRACTOR - CONTRACTORS PHONE a - -'zZ2.— - LOT I BLOCK.n N -rSUBOIVtSION . ASSESSOR PARCEL NO, Il 14— ZONE ...I 7f .. OWNER'S NAME' CONTRACTOR SADORESS. STATE UCENSEN - BUILDGSO FOOTAGE SS OWNER'MAiUNGADORESS . NER -- STATE LICENSE NO. DESIGNER'S PHONE .ti 6 DES INOFWORK i-1 porr 45 SIGNER'S S ~+D ADDRESS ', J2, PJn)FLRELEV 1047 08/03/88 000f. Of 02 LOON IES - NO- DCJ op EDU / - YO ND 1!c, "Z_\W97t Os ,' •" - - '.5 -- . - — CENSUS TRACT PARKING SPACE - RES UNITS GRADING PERMIT ISSUED S , REDEVELOPMENT AREA , - TYPE ' ' 0CC LOAD, FIRESPR. o'O ir 0 . ' , , •.,xD hiD ' - - - •. '. . ,, - ,yDr.iD . -, Not VaidUn/eseMaç,hineçertifie__.. - S PLUMBING PERMIT ISSUE .. ' - .' OT . MECHANICAL PERMIT - ISSUE • /S5 - vm.a 'T.Si ' SUMMARY/ACCOUNT-NUMBER •-- --S - -. , -- - - - - . . Law does not apply loan owner 01 property who builds or im- 9 pursuant to the Contractor's License EACH FIXTURE TRAP INSTALL FURN DUCTS dP TO 100,000 BTU __ BUILNG PERMIT 01-810;00-00-8220 -EACH BUILDING SEWER — OVER'100,000 BTU 'VSIGN PERMIT ... ccmL r001-810"00-00-U2111C, IC, n 'r EACH WATER HEATER AND/OR.VENTS . . . BOILER/COMPRESSOR S ., PLAN CHECK • 001-810-00-00-8891-, ' ,2. .t have lived in toy home for twelve months,, — EACH GAS SYSTEM 1 104 OUTLETS — 801 csk S'S TOTAL PLUMBING ' 001 8)000008222 4rL/ EACH GAS SYSTEM S DR MORE METAL REPLACE Vse ELECTRICAL 001 8)000008223 ' ..S.s*...,c•;5 EACH INSTAL.. ALTER, REPAIR WATER PIPE .... VENT FAN SINGLIE UT gq - g.•..•.. ,. - MECHANICAL ,,. - 001-810-00-00-8224 . - 's /,o. -. EACH VACUUM BREAKER • - '. . . , — MECH EXHOWP IOOD/DUCTS . '. , •,." ' MOILEAOME ' r _,',3 5 O•S• o- I ______________________________ WATER S0FTNER ' ' . . . RELOCATION OFJA&A2tLE1g8JhJR ' - SOLAR - - 001-810-00-004226 ' EACH ROOF DRAIN (.INSIDE)- r. . . - DRYE SERVS _____________ STRONG MOTION , ...,.,'.880-519-92-33 ..,,. /7? nen-insure.'or a certiticate 01 Workers' Compensation In. - - . ''- "n ,c •.., . S - - - FIRE SPRINKLERS 001-810-00-00'8227 TO! AL PLUMBINLS' "%S [ PUBLIC FACILITIES FEE 320--810:00-00-8740 S-S OTY. .- ' - ELECTRICAL PERMIT-ISSUE ' • OTY. . MOBILE HOME SETUP - BRIDGE FEE , ' 360-810-00-00-8740 . 1"'7 _- - PARK-IN-LIEU (AREA . • -- NEW CNST EMP'S1'BK ' • ''' CAR PORT ' -- - ' ' - TIF - ' - - 312-810-00-00-8835 . AWNING LA COSTA TIF 31181000008835 EXIST BLDG EA'AMP./SWT' - 4 GARAGE - ' - - FMF - 1,PH - - 3 PH r ' "' ' ". - ' ' - . ' LICENSE TAX ,f'o01.310'00'00'8162 - - REM0DEL'ALJR P-E-RClRCUIT . - ' r . MFF 2—i-L--';-f_-• p880-519-92-57 0 inenner so as to become subject turbo Workers' Compen 1 — TEMPPDLE 200 AMPS-\"--- OVER 200 AMPS - - - . ' . . - ' ,. • -, - - .,, • . ' .. . ,. •• - TEMP OCCUPANCY (30 DAYS)" ' -. , • - - " , ' . ' - Compensation provisions, of the'Iabor, Code. -you must CREDIT DEPOSIT - r- TOTAL ELECTRICAL ;' 'JDTAL,,, Rrivn- TOTAL FEES PAYA . I HAVE CAREFULLY EXAMINED THE COMPLETED 'APPLICATION AND PERMIT" AND DO HEREBY Expiration, Every Permit isuedby the Building Official under the provisions ofehis * AN OSHA PE IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY. THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void It the building Or Work authorized such permit is not commenced within 180 days from the date of such 50' DEEP 0 DEMOLITION OR CONSTRUCTION OF -DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or i7eene buildin'g or work authorized by such permit is suspended or BUILDING CON- STRUC TU)ItS OVER 3 STORIES IN HEIGHT S ISSUED: TO COMPLY WITH ALL CITY. COUNTY A!40 STATE LAWS GOVERNING abandoned at any time after the work is commenced for a period 01180 days- STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND ' OWNER 0 CONTRACTOR APPROVE DfY' 'T - -- 1 c•' DEL I KEEP,HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS COSTS M: IGNATURE -EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE IL GRANTING OF THIS PERMIT USE'BALL POINT PEN5ONY '&PRESS HARD fl - •0• hereby affirm that lam licensed under I .-. provisions of. Chapter 9 (commencing with - Section 7000) of Division 3 of the Business cc and Professions Code, and my license is in LL full force lind effect. I hereby affirm that I am exempt from the Contrac Pr's License Law, tOr, the tottowing reason. (Sec. 7031.5__'• Business and Professions Cede: Any city or county whicr. re- - quires a permit to construct, alter, improve, demolish, or - 'repair any structure. prior to its issuance also requires Meap-- plicant br such permit to file a signed statement that he is licensed pursuant to the provisions 01 the Contractors - License Law'(Chapter 9 commencing with Section 7000'ot Division 301 the Business and Professions Code( or that is ex. • empi ttierelrom and the basis tot the aoegee exemption. Any violation 01 Section 7031.5 by,an.appkcant to, a.permit sob'. ects the applicant to a civil penalty 01 not more than tine hun' C dred dollars ($500). I Las ownei"ot the bp'erty, or my employees with wages - as their.sote compensation, will do lhe.work, and the struc- .' ,ture snot intended or uttered to, sale (Secv 7044.Business jLj and Prolessions Code:' The Contractor's License Law does - - not apply' to. an owner 01 property who, builds or improves I III • thereon and who doessuch work hirnsett or through his own - employees, provided that such improvements are not intend' -'i- - let ed or uttered for sale It, however. the building or improve- Z , moot is sold within one year 01 completion, the owner-builder , will have the burden 01 proving that he did not build or im- prove for the purpose 01 sale). - It' I.as owner 01 the property,'ate exclusivity contracting with licensed contractors to construct the project (Sec. 7044,.. .x Business and Professions Code:. The Contractor's License * proves thereun'and who contracts for each projects with a _aw( •, ('I A's a homeoroer'I am improving my home, arid the 10110w" ., 4 ' . ...u0-0OdtO,5 exist:-. '.. . ..,.... ..•. -. .. t. The work is being pertoimed prior to sate. prior to completion 01 this work., let 3. t have not claimed this exemption daring the last three years. • - . . , S 0 t'm exempt under Sec. . B&P.C. for this reason" '0 thereby attirm that (trace acertdicate or consent In ssrance.or a cerlitied copy thereof Sec. 3800. Labor Code) POLICYNO. Al .COPANYL Copy is tiled with the'ty FA - 0 Cerrilied copy is hereby furnished ' w •- . ..+ - .'.- -'- •'r --'--- 'CERTIFICATE OF EXEMPTION FROM ' 0 . WORKERS' COMPENSATION INSURANCE i CO . (This section need not be completed,it.the permit is to, one hundred dollars $100) or less) VC s.. _. 0 t certity that in the pertormance of the work for which. rrrik,perrnir is issued, t shall not employ any person in any I sation Laws 01 California.• -. NOTICE TO APPLICANT: if, alter making this Certificate -,!of Enemption. you should become subject to the Workers', "yr .forthwith Comply with such provisions or this permit shalt be deemed revoked. ".' . .0 ['. Dt hereby affirm that there' is cuost tion'Iendi0 Ir uen or the erformanceo the work or which thisper. O I mit in issued (Sec. 3097.'Civil Code)11 let I. Lender's .Name-- Lender FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION REQ. IF INSPECTORS D ATE CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS INSPECTORS NOTES I IM.S CUf//ZJ4J 71 /)eL,ç 4 83 000A,Jt-', rr4i,Jii( o,.p. pCfl77uY) ,ø'p"V A, 5 J ,CcS#(-7 ku~~ Less 724#J ô 7V 7f5 Cce9'*' 0A2.47JÔP\). , '6 ' Lsg.jcrc, 1 AI/2-&. 4t)' A- TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY v GUNITE OR GROUT SUB FRAME Li FLOOR Li CEILING SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING Li SEWER AND BL/CO Li PL/CO UNDERGROUND ELWASTE LI WATER TOP OUT 0 WASTE Li WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER Li SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND Li UFFER ROUGH ELECTRIC ELECTRIC SERVICE 0 TEMPORARY O BONDING Li POOL MECHANICAL DUCT & PLEM., Li REF. PIPING HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS I CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAV:E BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL 1 BUILDING SPECIAL CONDITIONS L , DEVELOPMENT.PROCESSING SERVICES DIVISION * 2075 LAS PALMAS DRIVE" •' . CARLSBAD CA 92009-4859 . . '. . (619) 438 116i MISCELLANEOUSFEE:'RECEIPT . • Applicant Please Print And Fill In Shaded Area Only -. , S -S ...._,f • . '' .- - -- JOB ADDRESS - PLANIDNO. 80, OWNER //4A7' _22U'/ 0008 05/17 0101 05Mi 454 " .00 VALIDATION AREA OWNER'S MAILING ADDRESS,,U/d,/72, ,1121L */?E6 LI 'ZIP qA/J' CITYe/1 TEL441' CONTRACTOR ESTMATED VALUATION ' • -' '001-810-00-002T FEE CONTRACTOR'S MAILING ; *'S/) Vj5 / , S s ro ADDRESS.2 (HECK !//?2/4JO'5V/d /(p,61_e'- , LAN CIF THE TTAKESNO ACTION WITHIN 180 DAYS, PLANCHECK FEES '- WILL BE FORFEITED / '- - ) ' ' " . - ' CITY (h1/ç,4/" ZIP TEL 1V2a.1 STATE •- S BUSINESS LICENSE LICENSE NO; ' SUBDIVISION - '- LOT(S) 4 5 S • 55 ' ' LEGALDESCRIPTION_P19etL__iôjr__iA PAID ____CITYTREASLJR ARLSI R AD CHECK IF SUBMITTED - CARLSBAD, C - - 2 ENERGY CALCS 1 ___---FOR 2 1987 ENERGY XALCS NON_RESIDENTIALBLDGS DESCRIPTIONOFWORK 2 STRUCTURAL CALCS 2 SOILS REPORTS LI ' 2SELF ADDRESSED ENVELOPES jg4r7,iç_fj' 04 - S. ___________'__ DATE GIVEN! DATE SENTTOAPPLICANT CONTACT PERSON'11j -, LA COSTA LETTER ADDRESS52- - SCHOOLFEEFORM' CITY ZIP9 /, _/______TEL_L/ç P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY 5. 4 -. - S - 5, 'S •' ' 'S S 'WHITE: DIPS GREEN: Finance CANARY: Water PINkBilIdIng , GOLD: Applicant • 'CASHIER'S VALIDATION 4 I ) Qtit%j of Qtar1øti4b SEWER PERMIT APPLICATION '°' Ot 04 - ' 3fltfl r 70O0 APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER SE BUILDING PLAN CHECK NUMBER: PC ' BUILDING., ADDRESS 1O BUILDING PE '• NUMBER OFEDUS 1:711'--I__) OWNER CALCULATIONS MAILING ADDRESS 51 CONTRACTOR(2/ MAILING ADDRESS CJ JI TJ LEGAL DESCRIPTION: ________________________ CONNECTION FEE COST PER UNIT 1"J) x iO UNITS LATERAL CHARGE: -', - TOTAL CHARGES: 7,$7,01 ASSESSORS PARCEL NUMBER:-P) "O all 4- PREPARED BY M ( I (PRNTED NAME) INSULATION CERTIFICATION This is to certify that insulation has been installed in conformance with the current energy regulation, California Administrative Code, Title 25, State of California, in the building located at: SITE ADDRESS 2210 Palomar Airport Road, Carlsbad, CA CEILINGS Owens/Corning 1411 6 CertainTeed 11 6 Batts: Type Fiberglass Manufacturer Manville Thickness 6" R-Value 19 Blown: Type Manufacturer Thickness - R-Value EXTERIOR WALLS Owens/Corning 3 \ CertainTeed 3 Type Fiberglass Manufacturer Manville Thickness 4 " R-Value 11 FLOORS Type Manufacturer Thickness R-Value (L General Contractor 0 License ii By Title Date c Schmid Insulation Contrators, Inc. License # 221517 C-2 (7 ByJfl.Q b. Title Vice President Date - - -. FINAL BUILDING INSPECTION - 4 PLAN CHECK NUMBER 880638 DATE 111488 I Flight- International - -P ROJECT NAME: ADDRESS: 220-'13aIomar Airport D . 4 ' 1988 PHASE NO..' PROJECT NO ______________ UNIT NUMBER ______________ TYPE OF UNIT: . COMM TI NUMBER OF UNITS: CONTACT PERSON ROXX Ryan with Good & Roberts CONTACT TELEPHONE: 4384222 . bldg,engln,p1an 4, fire, h2o'. +- . .: :INSPECTED. DATE .BY: 4-' INSPECTED: ____________ APPROVED. ______ DISAPPROVED / .- . y •. 7• .- . .•- - INSPECTED ., BY: ._. ..• - DATE .• INSPECTED: • . . . APPROVED . DISAPPROVED INSPECTED . - DATE •• .• . :- . ., BY: . INSPECTED: ___________ APPROVED ______ DISAPPROVED COMMENTS: , . • . • . . • 4 S . . .. . .• • . - . . . • • • . . . . Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities. PINK Planning GOLD Fire FINAL BUILDING INSPECTION fyi4 PLAN CHECK NUMBER 880633 - DATE 111468 Flight. International PROJECT NAME: . 1. 2.210 Palomar Airport &D ADD RESS PROJECT NO.:•_________________ UNIT NUMBER: _________________ PHASE NO.: COMM T1 TYPE OF UNIT NUMBER OF UNITS CONTACT PERSON Ryan with Cood Roberts ) CONTACT TELEPHONE _____________________________________________________________________ bIdg,engin,pIn,ffre,h2o . INSPECTED, BY: DATE V 21 INSPECTED: '(3(PPROVED DISAPPROVED INSPECTED' DATE BY: . . INSPECTED: I APPROVED ______ DISAPPROVED 4 . . 4 - INSPECT.ED.' 0 • -) '4 •. PATE . . . . INSPECTED ' APPROVED - . . . ______ DISAPPROVED It COMMENTS —— , : •- .. . . ,,'. J_•-. - / - \I r t,S I '1 4o I - - --'4" . •0 : . / .'0 •• 5t • -S -5'- . . . . . . ••0 4 . . _-.•,_: . I . - . . : 0 .5 . . -S . . 0, • Rev. 1186 WHITE Suspense BLUE Water DistrIct GREEN Engineering4 CANARY Utilities PINK Planning GOLD Fire Ik - • 0•• ............ S - • - : 0•• - • •, 0 FINAL, BUILDING INSPECTION Mrf 880638 PLAN CHECK NUMBER: DATE: Flight 'International , PROJECT NAME: 2210 Palomer Arpórt ED, ADDRESS: , PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: COMM TI TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON:RVXMX Ryan with Good & Roberts CONTACT,TELEPHONE: hidg,engin,p1n,fIre,h2o . INSPECT - . (: -_--1 ' DATE , - INSPECTED: //y APRO , VED, DISAPPROVED 'INSPECTED " 'DATE BY: _______________________ INSPECTED: , APPROVED ______ DISAPPROVED INSPECTED . DATE . BY: - INSPECTED: ___________ APPROVED ______ DISAPPROVED . COMMENTS: / // -.5 4 ' S : . S . Rev. 1186 WHITE: Suspense BLUE: Water. District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire Y ................ . DAT SUZ)1 WALL SItEDULE A' MAIT.RLAL. NAILING' SIMR TRAN. STILL' ,. ANOR BOLT IN.O.C. NJLING NAILING SPACING SHEAR k 1/2"GYPDD 5D@7" :161) 0 8t1(2) 160 0 1/2".11A @ 1001/ ONE' SIDE O.C. O.C. 16"O,C, 72" OXt Fr, 1/2"GYPBD '51) 0 4" 161) 08"(2) 161) 0 : 1/2-.DIA 0 1251/ ONE SIDE O.C. O.C., '12"O.C. 72' 0.C'. rr, .0 1/2"GYPBD 5D 0 4" . 16D 0 6"(2) ion 0 .1/2" DIA 0. 1501/ BLOCZED o. c: O.C. 12'O.C, 72" O.C. F?, D 1/2"GYPBD 51)0 '7" 16D 0 8"(3) 16D 0 1/2" DIA 0 2001/ 2 SIDES O.C. O.0 8"O.c, 72" O,C, Vt. E 1/2"GYPBD. 50.0 4" 161)0 6"(3) 160 0. 5,/8" 1A 0. 2501/ 2 SIDES ..O.C. O.C, 48" O,C, Vt, F 1/2"GIPBD 50 0 49 161) 0 4"(3) 16D Q. - 518" 'DIA '30011 811 2-SID 0C ' O.C. 6" O.C. 48" O.(, M . C 518"CII'BD 6!) 0 4"' 161) 0 8"(1) 1D 0 /2". -DIA, 0 1251/ O.C. 0.0 " 12"O.C: . 72" O.C. 77 f, ¶ 5/8"GTPBD 6D 0 4" 16D 0 6"(2) 16DO 1/211 DIA.@ 1751/ BLC)CtED O.C.O.C. B" O,C . 48`0 C T 5/B"GYPBD D 0 4" 160 0 4"(3) 160 0 5/8" DIA 0 3501/ 811 2 SID 'd. C. 0.C. 4" OC 32"O.'C.. IT, 1 3f8"FLYWD 8D 0 6" 16D 0 6"(3) . 161) 0 5/6" DIA V. 2801/ Sn I o;c. A35 0 32" 6" O.C.48" 0,C . fl T' 3/8" PLY ' 8D 0 4" 161) 0 4"(3) 1OD 0 .' 5/8"DIA@ 4301/ .STR.1... -D.C. A35 0 16" '31/2"' 32" O.C.' ' 'Ft. M 3/8" PLY 'SD 0 3" lODe 3"(3) , 160 0 ' 5/8" DIA 0. 57017 STR I' O.C. A35 0 12"' 3" 'O.C. .24" O.C. F1'. N 3/8" PLY 80 0 16002.5"(4) 160 0 5/8" DIA 0 6401/ STR 1 2 1/2" A35 0 11" 3"(S)' 20 0 C C7) 'Fr 3/8' PLY CD 0 2" 1600 2"(4) 160 0 5/8" DIA 0 7301/ STR 1 O.C. A35'0 9 5" 3"5) ' 16" 0 C,t7j FT T 1/21 PLY IOD 0 I(') 0 511 . 160 0 ' 5/8" DIA @ 31.04.' 1 6" 0.c. O.C. 5"O C 48" O.C.Fr S. 1/2" PLY 100 0 160 0 3" ' 160 8 ' 5/8" DIA Q . 5101! STR 1 4" O.C. A35,,0 10" ' 35"O.0 '. 32" 0,C.' F1',' T 1/2" PLY 100 0 ' 16D0211 (4) . 16D 0 5/8" DIA 0' 7701/ ST R.1 2.5110.0 A35 0 9" ' 3.511 (5) ' 16" 0,C,(7) rr,,(l) U 1/2" PLY 100 0 161)02"(4) 160 Q 5/8" DIA 0 8701/. STR 1, 2". O.0 . A35 0 8" 3.5"(5) 16" 0.C.(7)_fl.(1) 7/8"(8) 16GA STA ' , 1/2" DIA ' 1801/ STUCCO , 7/8"LCO6" 0 48" oc Fr,. V 77"s . . 16CA 5Th 5/8" DIA 3251/ - STUCCO 7/8"LG3" 10 32" 0.C. FT. (.1) t.IA,t. ANt) t'JUt(U/JU hAlLiMa MU. KAULjU4J,LU BE-1K (1..LNLtLJ(1 .. J.LL., BLI AND POST'. STAGGER NAILS OR PREDRIL L T o P R E V E N T SPLImHG. TOE'NAILIXG SHEAR TR)J(FER 811 '2'X 4 MINIHIMI. PREDRILL HAIL HOLES SEE SHEAR TRANSFER DETAILES. BEARING BASED ON A 12 D.F.SILL PLATE R E t X . J C E S P A C I N C 2 0 % F O R 'M-FIR PLATES. -ALL ANCHOR BOLTS HflI}iUM '10" IN LENGTH. 3X-SILL PLATES . .(8)'SEE u'c NO476 TYPE 4. ' ' ,• sting Engineers—San Diego A Division of United States Testing Company, Inc. 1,7A 3467 Kurtz St,PO BOX 80985,San Diego, Ca 92138(619)225-9641 J 2956 Industry Street, Oceanside, California 92054 (619)757-0248 July 29, 1988 Job No. 7398-1 Esgil Corporation 9320 Chesapeake Drive Suite 208. San DiegO, California 92723 . . . Attention: Mr. Sadre . • . Subject: CB-88-638 Proposed Two Story RemOdel / One Story Line Shack Addition Flight International / 2210 Palomar Airport Road- Carlsbad,, California Dear Mr. Sadre: You requested our comments on the interior wall loading of 1750 pounds per linear foot that would be carried by the existing 6 inch concrete floor slab. Presuming the load is transferred to the slab by a 2 X 4 plate, the load would then be carried through the 6 inch slab to the supporting soil. The load can reasonably be presumed to be transferred to the bottom of the slab through . influence lines that extend within a 1 to 1 envelope from either side of the 2 X 4. This results in the net bearing area at the soil slab contact being 16 inches wide. This produces a net bearing pressure of slightly more than 1300 : pounds per square foot. We have calculated a net allowable V bearing pressure of 2000 pounds per square foot for. the existing soil conditions. From a foundations standpoint the soil would be capable of supporting the new loading without any detrimental V V effect . due to either settlement or bearing capacity. We have Also confirmed that-.there is wire mesh present in the existing six inch slab We can see no engineering reason why the slab will not perform as an adequate Vfooting for the proposed interior wall loading. • V V V V •V VVV. V • •., V. V • V.. • V - V V V' V, V. V • V •V • ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 . .' SAN DIEGO, CA 92123 . - (619)560-1468 DATE: (fr L..— 2PLICANT JtRTSDICTIO -. JURISDICTION: 'C 77 '4' C ER F_i FILE COPY PLAN CHECK NO: - '9S-. (J) SET:() . cups . ., DDESIGNER PROJECT ADDRESS: ttA . PROJECT NAME (--- t) E The plans transmitted hereith 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 uilding codes when minor deficien- cies identified e ko J are resolved and checked by building department staff. • E The plans transmitted herewith have significant deficiencies- identified on the enclosed -check list and, should be corrected and resubmitted for a complete recheck. Fj • The checklist transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected • ,• • plans are submitted for recheck. ' •: ,- : •- fl The applicant's copy of the check list is enclosed for the • jurisdiction to return to the applicant contact person. • • s-The applicant's copy of the checklist has been sent to: • • Esgil staff did not advise the applicant contact person that plan check has been completed. • • • :' - • • •• J.Esgil staff did advise applicant that the plan check has been completed. P c ntacted:. :, • . Date contacted: _•-. • Telephone REMARKS: - 6) 411' nO • pr- r Ik 0,1 51 pI1, 4 'SJ IJ 5-td-- . 1 , • • • • \oCe$T. • • . j no er (aII,Ts.' '• , • , • .. •'::- By.: 3At1LL Enclos'ures: _)p,'T •- -• ESGIL CORPORATION • - •• • • , : Datei S Jurisdiction S Prepared by: S : Bldg. Dept. VALUATION AND PLAN CHECK FEE %sgi1 S. PLAN CHECK NO. (.Qev) L S I BUILDING ADDRESS Pr, \orr iPt Q4. I APPLICANT/CONTACT PHONE NO. I BUILDING OCCUPANCY -'1 S Jt DESIGNER PHONE - S TYPE OF CONSTRUCTION CONTRACTOR PHONE— S - 4 4 ESGIL CORPORATION • 9320 CHESAPEAKE DR., SUITE 208 • -- S SAN DIEGO, CA 92123 •'. ' (619) 56(> 1468 , DATE: '\ - - []APPLICANT JURISDICTION JURISDICTION: HPLAN 'I C ci .5 yn . CHECKER (]FILE COPY PLAN CHECK NO: C_ 2 -_SET: []UPS DDESIGNER PROJECT ADDRESS: Q a N_ ' PROJECT NAME y'__ plans transmitted herewith have been corrected where fl The necessary and substantially comply with the jurisdiction's , building codes. The plans transmitted herewith will subtantially comply building deficien- with the jurisdiction's codes when minor cies identified are resolved and checked' by building department staff. ' '.•• D The The plans transmitted herewith have significant deficiencies on the enclosed check list, and should be corrected - • " • and resubmitted for a complete recheck. Ei ' The check list'transrnitted herewith is for your information. • - The plans are being held at Esgil Corp.' until corrected plans are submitted for,recheck. '- • ' fl The applicant's copy. of the check list is enclosed for the • " • jurisdiction' to return to the applicant contact person. ' D 4 . The applicant's copy of the check list has been sent to Esgil- staff didnot advise the applicant' cont Ct rson.that - '• plan check has been'completed. •, • ' • ,• D Esgil staff did advise applicant that /pan chek has been completed. Person cn:.tcted: j'V •_' • 'Date contacted:' _" _S #' S _,V"Telephon'e : - .REMARKS: -krd_Sv't or "vir6_W€r , ••;- byTl vJi/Oturer0O1'i"rotjd,c'lcaJ'_'r . g, U1 C I o . 3 S :.-- , U • '- S ' 4 ' • - - • By: __-'-Enclosures: ______ QS a',-r-• ESGIL CORPORATION , ' '• ••• -'•. ' * - 'S • ' ' T. ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: - - 0 DAPPLICANT ON JURISDICTION:ER DFILE COPY PLAN CHECK NO: _ _SET: UPS DDESIGNER PROJECT ADDRESS: PROJECT NAME:. - 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. [J 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 inforrnation.o: The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. U The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: rTe Ck rc- 0 .•• i'jiiri(j rRcTh qrfl,fl - 0.0 0 Esgil staff did not advise the applicant contact person that plan check has been completed. . . Esgil staff did advise applicant that the plan check has been completed Person contacted Datecontacted: Telephone #qs'_ic?(c? REMARKS: By: • • 0 Enclosures: ESGIL CORPORATION 0 . -. 0 #0 '0 0 •' - I Iô ce y_1 ( (4pr çd O . At c. 1 - e 79 /D r,,T;• - - ba7 rm• ex ct I; 77c r?1t1.S 7 Joe kar.d,,°d_c('5 5'h1e_- #< ro- E/13e . í€,4. i/Jo r' r- 3?.1 57ir5 Or't'J€SC blcLc. C. e. -', j'' 1 TJ y -,-r:• - Crr,d'( I?-.c. 33o5- 0,1 5hT() ,n/,etL rA'S (crr.CL j - 'i pc,ved ))c 1 JC 77' ,;i1 (6 L,e drrnI - ;eJ sS /64 1551_51 lCo ya,k, 4 (j) ra.( -T c4 3..- 3" pr UP k Yrc?J/k 1 ç o.Pp,ov-c 4E . e- Ffc Vb1 5// IS //? -i—s,. 3,,- SPr r r-s cfi \a\T. )4' l .2 zr t W€r'-.' r ex e P€1 '. \ - — A\sr, v. -1 <9I 47 bi71 So1S • (',e( .00kc0t) — PC C, V47 S-1 50'1 1,2, lop s, C"-' I O\\oobl o -1e4cL'r 5Ze C Dfl 3),t S-I '3 '5i1r/e -P-"s' (?el P-i ml ce O.ce , b.e4- —p- 1.2_Il SIA, Date1-l'.... ?ROXCT ADDRESS: 717 y- (i''T. 0: 3r c - 1 .' .' .r , ... . LAN CORRECTION SHEET plan: Check No- FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans' does not permit the violation of any state, county or city law. A. FLANS 31- 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: Cc. c 0 eR To facilitate rechecking, please Identify, next to each circled Item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 03- The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker__________ Date plan check completed By, JV( uS (IV € —P-so usc Cdcs - 'Cr ¼p 'S , m \Z, grzujJ? — — PC, V ç r 4 It- i'S s . t -!s r-c C -- u 0 cz -e - ' b us c o r s ' S pol-r — 5kt. o CJL4. \r. VSV. 1 '- cds . C1ri3b -7T,ô-e(A i sr . La,e,L J-ç - j( /'fri A- vi 5kiiI D/7 1- J Is — 2(rPf/I-(d K/o7~— ori ba TF r1A(V/ tTd- (5-hr-J) V 5 — deTI, Is V / a S • YJOrJL '1< C f iLr r T 0 ,L/ VA _ 7 T7'/ - V(Lou j 3ofrJ •V c S,3,353 5Jij fm , 7io -eI, i -yAe Zøre V Vf V . V V - 0fcr ,/(r€(S V V• : V V , V VV V p Vp V VV - V• V V SECOND GENERATION NON-RESIDENTIAL STANDARDS (APPLICABLE TO PERMIT APPLICATIONS SUBMITTED AFTER JANUARY 1, 1987 FOR OCCUPANCIES A, B, E, OR H FOR NEW BUILDINGS, INCLUDING "SHELL AND "SPECULATIVE" BUILDINGS, AND TENANT IMPROVEMENTS AND OTHER ALTERATIONS AND ADDITIONS). APPLICATION OF THE STANDARDS , A Certificate of Compliance (Form C11) be Included with building must all permit construction that does not increase cendi- tioncd space in an existing building, jjpiications submitted after January l 1987, where applications for the exIsting building subject to energy conservation i.e., second permit was before January 1, 1987, cannot generation non-residential standards, first increase the overall U-value or overall generation non-residential standards adopted thermal transfer value, new )fVAC systems in 1982, single family homes and apartment - or equipment must comply with the prescripture buildings and ether low-rise residential requirements of the second generation buildings of three stories or less and first non-residential standards including the generation residential standards for hotels HVAC power indices that may apply and and motels and hIgh-rise residential buildings when improvements or modifications to of four stories or more. the lighting system increase the ronn.ct.d load, then the prposed improvements /. The Certificate of Compliance must be signed must comply with the set of standards by the professional for professionals) responsible that are in effect for the occupancy for design and the owner. These signatures type at the time the permit application represent a commitment to make future building for the lighting improvements are proposed. Improvements or modifications according to This has special significance for speculative the standards indicated on the Certificate buildings that are originally permitted of Compliance, under the first generation standards, but ® for which tenant improvements are made Section 1403(a)i of the standards requires after the second generation energy standards that the energy calculations be signed by have become mandatory. (See attached a person eligible to sign the plans under examples 1-1 and 1-2) the Business and Professions Code. Under the terms and restrictions of some licenses, ror construction in an existing building, • for example, an electrical engineer may be / that increases the conditioned floor able to sign some documents and specifications area, the set of standards that are in such as electrical plans and lighting energy effect at the time of the permit application documentation, but no EVAC plans and documenta- apply to the increased conditioned floor tion. area as though it were a separate new building. The conditioned floor area The section does net require that the documen- of a building is usually increased 1n tation be prepared by a licensed person, one of two wayss only that the documentation be signed by an authorized person who will take responsibi- lity for their correctness in showing compliance with the building energy efficiency standards, Space is added to the building, such For example, computer runs and calculations as additional floors or a new wing. that are prepared by an unlicensed energy consultant must be signed by the responsible Heating and/or cooling systems ore Person, such as a registered architect or extended to spaces that were previously civil engineer. unconditioned. Y. A copy of Form CT-i, complete and signed, When either of these two events occur, the envelope and lighting requirements must be permanently printed on the plans, This enables the code enforcement official of the prescriptive standard apply to to verify that the copies of form CF-i submitted - the increased conditioned space only. with future permit applications (for modifications It is not necessary to upgrade the envelope to the building) are consistent with the or lighting system of the existing building. (See attached example 1-1 and 1-2) original Form ,. The mandatory measures apply to all new Hote on the plans that a separate copy of 0 construction, regardless of the date Form CF-1 was retained by the building of the original permit or whether conditioned owner to be passed on to future owners apace is increased. The mandatory measures or tenants of the building so that they only apply to building component., systems will have a record of the energy efficiency or specific pieces of equipment that standards that will apply to future modifi- are part of the construction project. cations. It is the responsibility of The mandatory switching requirements, tutute building permit applicants to for instance, would only apply if recir- resubmit the previously approved Form Ct-i cuiting were proposed as part of the with subsequent permit applications, project. Xf.the building applicant does net have a copy of the energy standards compliance forms originally approved, the applicant at comply with the standards prisently in effect. ': ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 ; SAN DIEGO, CA 92123 (619) 5601468 . DATE: - - APPLICANT DTSDCT ION JURISDICTION: (f .7, ,1- C' ½ kad. AN CHECKER, §FILE • - COPY .-PT'AN CHECK NO: C- - 'L (3 SET: I CUPS DDESIGNER PROJECT ADDRESS: 1'O,ar irforr 4. PROJECT NAME:sj_Ia er [J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. - - The-plans transmitted herewith will subtantially comply deficien- with the jurisdictionlg building codes when minor cies identified - are resolved and checked by building department staff. Ei The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. - - - The check list transmitted herewith is for your information.- The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. .• The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's cops' of the check list has been sent to: o il £ El Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: . Date contacted: Telephone #452 tc\ k0i REMARKS: - By: • Enclosures:fJØr'e - ESGIL CORPORATION • - - - - . - - PLAN CORRECTION r •TENANT D1T prj CRUX ND.: _ - Date plans received by jurisdiction: JURISDICTION:1 c Date plans received by Esgil Corporation: TO: () Or C. (0.1351 t-J_GnCj Date initial plan check completed: PROJECT DATA • Applicant contact person: OCCUPANCY: __-. _//_2 Tel.145 - BUILDING USE: CL r C4t \..a PLEASE READ TYPE OF siexn: Plan check is limited to technical requirements ACTUAL AREA: I (p Ig è a contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National. AIL(M&.E AREA: 14 Ooo I _r.- Electrical Code and state laws regulating energy - conservation, noise attenuation and access for the S1: handicapped. The plan check is based on regulations enforced by the Building Inspection HEI: Y1_- Department. You may have other corrections based on laws and ordinances enforced by the Planning • SpR:ImS: 0. re& ' .- 8-- -- Department, Engineering Department or other departments. Code sections cited are based on the OPANX WAD: _1C) 1985 UBC. - The circled items listed need clárification, modification or change. All items must be R4ARKS: 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 ot permit the violation of any state, county or city law. To speed upthe recheck process, note on this list -, - (or a copy) where each correction item has been- - - - addressed. i.e., plan sheet, specification. etc. • 4 Be sure to enclose the marked up list when you. - • • submit the revised plans. ..- ••• • NMZ -, .-. 4..,..- .,- - ,. • - -. : PAGE NUIGM AM Wr IN SEQUOM AS PAMS SAVING NO InM KMDI11G (ocCrl LIST NO. 90, TENANT DGWVEMMT WIThCRJT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPL)4ENTS, 1985 UBC - i. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite p208, 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 Title Sheet of the plans, the / name of the legal owner 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. 5. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please 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 I 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. UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. The 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. _________________________________Q I u 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. 1/. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. 1/. 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 wT1, non-bearing walls, and shear walls. j rp j leerc c,y, 3,'4.-4-2- Provide a section view of ai.i new interior partitigns. Show: (pr) Type, size and spacing of studs. / Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO ,..-... approved". ((?) Method of 'attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for / partition lateral load). () 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. () 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. —i-r Or_jle . A3O 1/6/88 2 19. 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). 2/. Note on the plans: "All interior finishes must comply with Chapter 42 of the IJBC". Specify "class flame spread rating (minimum) for ________________________•lt 21. Lateral bracing for suspended ceiling must be provided. (UBC Table 23-3) Where ceiling loads are less than 5 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 feet 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. 'coto — Ewe 4. 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.). 1. 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 9,000 s.f. and 100 L.F.). 24 The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the gUsically disabled. See the attached correction sheet. Title 24, Part 2. Prayl L 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 past the strike edge for interior doors. Section 2-3304, Title 24. 26. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. t,r. k'c t)r. 27 If both sexes will be employed and the number of employees 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 the occupant load exceeds -, / two exits are required. See________________ __ Table 33-A. 31. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). 3/ Exits should have a minimum separation of one- 71 half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 3j The maximum number of required exits and their I required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may have one I exit through one adjoining room. Revise exits t0 comply. Section 3303(e). 33. Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314(a). 3J(. Show that exits are lighted with at least one / foot candle at floor level. Section 3313(a). 35 Show the locations of existing' exits from the building and show the path of travel from the remodel area to the existing exits. 36. Note on the plans: "All exits are to be 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 THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". Section 3304(c). yf. 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 the direction of / egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3303(b). Applies to door(s) C5 D ôv H L o . Itu 7J J€'pbr Qi: SisA ',id Vr./celirj a.k'ove. 2/2/88 ' 3 ' Regardless of occupant load, a floor or landing / not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 3304(h). z,6 Doors should not project more than 7 inches / into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d). Revolving, sliding and overhead doors are not / permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(g). 42. 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. t.U1 54. 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 I an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. 45. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305(b). 4% 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). Y When two exits are required, dead end corridors 7 and exit balconies are limited to 20 feet. Section 3305(e). 48. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction onoot: rr,dor ,iqr. a .(hT3).4tZm s' 'iq do-tapi f. V,0rr1U0r5 greater than .iU teet 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 3305(g). 49. If non-rated corridors are used per 1985 UBC, Section 3305(g), Exc. 5, provide a reference to the corridors on the floor plan, noting: (j) Corridors are non-rated per Section 3305(g), Exception 5, 1985 UBC. 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. Smoke detectors shall be maximum 30' on center. Combined audible/visual signal device(s) shall be installed just inside of each exit door from the corridor, also a11 locations in the corridor must be in sight of a signal device. () 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. °.PPJ'es 0T0 1p.5 '\ec,. ,ec1Tv ,>O. l985 UBC Section 3305(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 3305(g), Exception 5, 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 7. 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). I. Clearly show where the non-rated corridor. / system terminates and a rated corridor system commences. 54 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). uq, oT b. A Ir' Cv oftc (Srt..3) - .. - :'- . •1. 55 Show rated corridors, lobbies, reception or MANICAL foyers cross-hatched on the floor plans. 72. Provide mechanical ventilation in all rooms 5,. Total area of all openings, except-doors, in ' capable of supplying a minimum of 5 cubic feet 7 any portion of an interior corridor, shall not per minute of outside air with a total exceed 25 percent of the area of the corridor circulation of not less than 15 cubic feet per wall of the room which it is separating from minute per occupant. Section 605 and 705, the corridor. Such openings shall be protected UBC. 4 by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h). 36. Provide mechanical plans showing existing and f proposed HVAC equipment, ducts and access to 57. Provide a complete architectural section of the equipment. corridor, or exterior exit balcony, showing all fire-resistive materials and details of 74. Detail access and working clearances to HVAC construction for all floors, walls, ceiling and equipment. all penetrations. Section 3305(g). Cooling coils or cooling units located in 58. Show the location of fire dampers. Provide / attic or furred space, where damage may result fire dampers at duct penetrations of fire- from condensate overflow, shall be provided rated occupancy and area separations, shafts with an additional water tight pan of and corridor walls and ceilings. Section corrosion resistant material to catch overflow. 4306(j). . if primary condensate drain becomes clogged. Section 1205, UMC. 9. If building exceeds two stories, show corridor 1 7 is separated from elevator shaft. Sections )6. One-hour corridors shall not be used as an 3304(g)(h) and 1706(a)(b). (See I.C.B.0. f integral part of a duct system. This includes interpretation), the space above a dropped ceiling within the / one-hour corridor. UMC Section 706(b). O. Provide evidence of Health Department approval / (for restaurants or for tenants using X-ray PLUMBIM equipment). KLB . 6 Provide gas line plans and calculations, ICAL showing pipe- lengths and gas demands. UPC Section 1219. §1. Submit plan showing location of all panels. / 36. Provide drain, waste and vent plans. §t. Submit .panels schedules. " ' I 4. Provide water line sizing calculations. UPC 6,3. Submit electrical load calculations / Section 1009. 54. Indicate-existing service size. (. Detail how floor drain trap. seal is to be - / S maintained. UPC Section 707-(floor drain trap 6.. Indicate existing building load, priming). II 6,6. Indicate new additional loads. 81 Show P & T valve on water heater and detail: J drain line route from P & T valve to the,' Indicate wiring method. . exterior. UPC Section 1007(e). Show 1/4" per 12" slope on drain and waste 5s8. Show exit signs on the electrical lighting - lines. UPC Section 407. * plan. Note: Power for exit lights and . . emergency lighting must conform to the 1985 UBC ENERGY Sections 3313 and 3314. . S Provide complete energy design calculations,; 9. Provide receptacle(s) within 25' -of the roof including all existing design and new energy. / mounted A/C units. UMC Section 509. design for this building. e attached non- residential energy design checklist. 7. Provide multiple switch lighting controls per / CAC, Title 24, 2-5319. )4'. For remodels in an existing conditioned space,. show that the remodeled space will use not- Provide an electrical plan for the alarm system more energy than the existing space or show. / showing compliance with criteria described the remodeled space will conform to latest, under earlier correction number 49. • energy design standards. •. ; - 2/2/88 () c- US' as \ U-C-PcJe c_ . ,tJ(SC) 4t I\ 'r.. I44 c.\ — c\ t&)A ') (4 ST I- ' _•) () Please see additional corrections or remarks that follow. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact___________________ at Esgil Corporation Thank you. Enclosures: I.—N, 0 ri -e 2. - 3. - \ 4 s4 \c -' cea Iio 4P-vLc. OD1TY - S p (4u't irea1 5) v-CyITS / 4 -ri8d_t5 O ctfProye CDVN7 We.sT 'e 5ec.. \1tLp-.J . ():c41cL_(.?r(-5_rx,&_ctLThJ060.1_400 _,iay . )Vs (5e.0 so3_-a...a -.u)& _rt2).itre4_T,,_.-1(FS-'s *q r-m We,t (r ' 4. 3• t5vNT -- &z (C.oca-- -• - $ - C, -e s-ç CS7 4Ja. TrouL S't t 1c'o' f L°v Ct,o ,4' 1L') - 2rp_1Te ci. T_s7, - 0. 5 t(rF41 ley AU rej 4 4 (T 1hI 212/8gT 6.., yoU Iy ( ' '4 ' c.ç j,ØI4J lU$SS (r t- —') •?ôvkt lss Ca.Qc's LAJ - kZ5 o 4 Ruses Or€ r y) '31. Ace \,ç Le vJt — , t• - ST %&) eJr •ST4 4rar,d vi U— s - ct& dUAt 1T . — 1 -- & )O 5-' e A Y ver1T&l 0 c cAJ rA11204 4AJ5 7( 75d,c A4) ejlq rZ,44e OAJ 510 7c1 c 4Cd 'cc ___ '? • • * * • gECIcAL PLAN CORREMOR 'ixr 5'477 JURIIION:c,qi'L 7 P1AN Cz= N: VL PLO CE(: DOM I)fl1 ,7 Submit complete electrical plans and )I. Provide overcurrent protection on the specifications. secondary side of transformers. NEC 240- 21/384-16(d). 7. Submit plan showing location of all services. 3'. Submit plan showing location of all panels. Submit complete one-line diagram of service and feeders. - 15. Submit panel schedules. /95 ',4 /T ' ffZb,)i.T 4 t3 Indicate the grounding system to be )6. Specify conduit and wire sizes. j,jTy S installed for building service. Specify aluminum or copper conuctors and Indicate ampere interrupting capacities type of insulation. (AIC) of service and subservice equipment. NEC 230-65/110-9. W. Show approximate length of feeders. Indicate sizes of fuses and/or circuit 3d. Specify electrode conductor size and type breakers. wire. (aluminum or copper) Indicate fuse symbols to show fault 30 Submit electrical load calculations. currents are limited to 10,000 amps on • branch circuits () Indicate existing service size If fuses are not used to limit fault (,) Indicate existing building load. currents on branch circuits to 10,000 amps, specify method to be used. )Indicate new additional loads. - Submit plan showing location of all . Indicate wiring method. ,i 7q . ,4'.4CE iJ4 S switchboards. i'E AiZT5/3 I. Indicate dimension of switchboards and Show exit exit signs on the electrical •. .', lighting Note: Power for plan. exit .,,. control panels rated 1200 amperes or lights and emergency lighting must more. NEC 110-16(c). - conform to the 1985 UBC Sections 3313 and 3314. • 31. Submit plan showing location of all • • -ti 26. Provide receptacle(s) within 25' of the - roof mounted A/C units. UNC Section 509. Indicate the grounding system to be .• * installed for transformers. NEC 250- Provide multiple switch lighting controls. •- 26(c). .. - per CAC, Title 24,2-5319. •• Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) • 560-1468. Thank you. - . . • - -. * • ,,- •- :- * - . - - • • - • - - .. • .•-• .- • • -4 08/31/87 • •. . . • . SECOND GENERATION NON-RESIDENTIAL STANDARDS (APPLICABLE TO PERMIT APPLICATIONS SUBMITTED AFTER JANUARY 1, 1987 FOR OCCUPANCIES A, B, E, OR H FOR NEW BUILDINGS, INCLUDING "SHELL AND "SPECULATIVE" BUILDINGS, AND TENANT IMPROVEMENTS AND OTHER ALTERATIONS AND ADDITIONS) APPLICATION OF THE STANDARDS A Certificate of Compliance (Form CF-1) must be included with all building permit applications submitted after January 1, 1987, subject to energy conservation i.e., second generation non-residential standards, first generation non-residential standards adopted in 1982, single family homes and apartment buildings and other low-rise residential buildings of three stories or less and first generation residential standards for hotels and motels and high-rise residential buildings of four stories or more. 7'. The Certificate of Compliance must be signed by the professional (or professionals) responsible for design and the owner. These signatures represent a commitment to make future building improvements or modifications according to the standards indicated on the Certificate of Compliance. 3. Section 1403(a)l of the standards requires that the energy calculations be signed by a person eligible to sign the plans under the Business and Professions Code. Under the terms and restrictions of some licenses, for example, an electrical engineer may be able to sign some documents and specifications such as electrical plans and lighting energy documentation, but no HVAC plans and documenta- tion. The section does not require that the documen-tation be prepared by a licensed person, only that the documentation be signed by an authorized person who will take responsibi- lity for their correctness in showing compliance with the building energy efficiency standards. For example, computer runs and calculations that are prepared by an unlicensed energy consultant must be signed by the responsible person, such as a registered architect or civil engineer. A copy of Form CF-1, complete and signed, must be permanently printed on the Plans. This enables the code enforcement official to verify that the copies of form CF-1 submitted with future permit applications (for modifications to the building) are consistent with the original Form CF-1. 'S. Note on the plans that a separate copy of Form CF-1 Was retained by the building owner to be passed on to future owners or tenants of the building so that they will have a record of the energy efficiency standards that will apply to future modifi- cations. it 13 the responsibility of futute building permit applicants to resubmit the previously approved Form CF-1 with subsequent permit applications. ,1. If the building applicant does not have a copy of the energy standards compliance forms originally approved, the applicant must comply with the standards presently in effect. Construction that does not Increase condi- tioned space in an existing building, where applications for the existing building permit was before January 1, 1987, cannot increase the overall U-value or overall thermal transfer value, new HVAC systems or equipment must comply with the prescripture requirements of the second generation non-residential standards including the HVAC power indices that may apply and when improvements or modifications to the lighting system increase the 1connected load, then the proposed improvements must comply with the set of standards that are in effect for the occupancy type at the time the permit application for the lighting improvements are proposed. This has special significance for speculative buildings that are originally permitted under the first generation standards, but for which tenant improvements are made after the second generation energy standards have become mandatory. (See attached examples 1-1 and 1-2) For construction in an existing building, that increases the conditioned floor area, the set of standards that are in effect at the time of the permit application apply to the increased conditioned floor area as though it were a separate new building. The conditioned floor area of a building is usually increased *in one of two ways: Space is added to the building, such as additional floors or a new wing. Heating and/or cooling systems are extended to spaces that were previously unconditioned. When either of these two events occur, the envelope and lighting requirements of the prescriptive standard apply to the increased conditioned space only. It is not necessary to upgrade the envelope or lighting system of the existing building. (See attached example 1-1 and 1-2) 9.' The mandatory measures apply to all new construction, regardless of the date of the original permit or whether conditioned apace is increased. The mandatory measures only apply to building components, systems or specific pieces of equipment that are part of the construction project. The mandatory switching requirements, for instance, would only apply if recir- cuiting were proposed as part of the project. Existing buildings, for which the original permit application was made after january Is 1987, should have the Certificate of Compliance available to allow comparing the design of proposed alterations. (no increase in conditioned space) or additions (conditioned space increased) with the original design assumed when the building was constructed, the alterations or additions must be consistent with the original design assumptions. The designer may choose to modify the original Certificate of Compliance by showing the modified design complies with the standards. The new Certificate of Compliance would govern any future modifications or additions. XE the original Certificate of Compliance cannot be located then the entire building, including the proposed alterations or additions, must be shown to comply with the current standards. ji. Speculative buildings are defined as I' those buildings where the occupancy type is known at the time of building permit application, but the plans and specifications do not include design details about the lighting system and/or the final HVAC improvements. The lighting and/or final HVAC improvements are to be made by the tenants on a space-by- space basis as the building is leased. At the time of the original building 'permit, assumptions regarding future lighting and HVAC improvements must be made to determine if the building will comply with the standards. This is especially important with the performance approach. When the original plans for a speculative building are submitted to the enforcement - agency, the Certificate of Compliance should specify the assumptions required about future building improvements. When using the prescriptive approach, the Certificate of Compliance should specify the alternative component package used to show compliance at the time of the initial permit application. This tame package would be applied to any future work that is performed on the building, unless compliance is redemon- etrated for the whole building at the time of the future work. /2. Shell buildings are defined as those struc- tures where the ultimate occupancy of the building is not known when the original building permit application is filed. The structure, for example could eventually be used as an office, warehouse, restaurant or retail space, depending on market demand. This means that the building could be covered by the first generation nonresidential energy standards or the second. To address this potential problem, it is recommended that multiple compliance documentation be submitted for shell buildings. Multiple documentation ensures that the structure will comply with whatever energy conservation standards are applicable to the eventual occupancy type. Subsequent permit applications for completion of the building should also be submitted with multiple documentation unless the Occupancy has been clearly identified and falls within a single set of standards. Future changes of occupancy would require documentation that verifies satisfaction' Of the appropriate set of standards. As with speculative buildings, a Certificate of Compliance would be submitted to document assumptions made about future building improvements. In the case of shell building., multiple Certificates of Compliance may be required along with multiple documentation. It is also suggested that performance calculations, which specify less than 1.4 Watts/sf be accepted only when the designer can demonstrate a capability to construct a building with lighting loads of the proposed level. Also air conditioning units with an SEER greater than 10 should be accepted only when there is documentation of at least two available brands meeting the proposed requirements. Mixed use buildings must comply with the specific standards pertinent to the various occupancies with the building. If mixed' use building design has a single predominant occupancy with other smaller subordinate occupancies the building need only meet the provisions of the predominant occupancy so long as: the subordinate occupancies total less than 1,000 square feet and are less than 30 percent of the total conditioned floor area or the subordinate occupancies constitute less than 10 percent of the total conditioned floor area. When one of the above exceptions do not apply, either the prescriptive or performance approach may be applied according to the following guidelines: With the prescriptive approach, each occupancy must be analyzed and shown to comply separately. The appropriate compliance documentation should be completed for each occupancy. No trade- are allowed between occupancies under this approach. With the performance approach, the occupancies may be analyzed together or separately, depending on special circumstances. It Is generally necessary to analyze the occupan- cies separately when they are covered by different standards. For instance low- rise residential and office space within the same building would have to be analyzed separately since they are covered by two separate standards, each with its own approved calculation methods, operating assumptions, etc. If retail and office were together In the same building, it would be possible to analyze both occupancies together since they are covered by the same standard. When occupancies are analyzed together, there may be tradeoffs between occupancies Otherwise, tradeoffs are not possible. Processing for fast-track processing is 7 a mechanism established through cooperation between the developer and the local jurisdic- tion to speed development review time and to facilitate the ability to apply for and receive approval for permits in stages. The enforcement issue with fast-tract buildings Is much the same as for speculative buildings. Assumptions must be made early on about lighting and/or HVAC designs that have not yet been drawn up. The problem is slightly lesa complicated since fast- track buildings are often carried to completion by the same design/developer team. Since the issues are similar, the recommendations for shell and speculative buildings would generally apply. .10 PHYSICALLY HANDICAPPED ACCESS REQUIREMENTS FOR REMODELS C. REMODELS 164,081 and HIGHER (including alterations, structural repairs, additions. When remodels are valued over669081 and specific access tenant improvements andoccupancy changes) requirements Cannot be met: 1. The law allows equivalent facilities to be accepted if A. GENERAL strict compliance with the regulations would create an Full access compliance is required for remodels including: unreasonable hardship. 1. Path of travel to remodeled area. 2. Access cannot be waived unless there are physical or Parking legal barriers that prevent providing either full access Walks compliance or equivalent facilitation compliance. When Hazards - both access and equivalent facilitation are waivedby the Curb Ramps enforcement official, ratification is required by an Ramps Appeals Board. Elevators I- P. MULTI-FLOOR REMODELS: 2. Primary entrance to remodeled area. Exceptions and exemptions (a) Entrances 1. Provisions for Upper and Lower floors: The Health and (b) Exit Doors Safety Code Section 19955.5 says that,1n privately- 3. Sanitary facilities serving remodeled area. funded multi-storied passenger vechicle service stations, 4. Drinking fountains and telephones serving remodeled area, shopping centers, offices of physicians and surgeons, and - B. REMODELS LESS THAN 66081 office buildings, subject to this code, floors or levels When remodels are valued at. less than $66,081. access compliance above and below the first floor or ground level are exempt may be limited to the specific area being remodeled when an Un- from these requirements if a ramp or elevator is not reasonable hardship is determined by the enforcing agency. available to pràvide public access to such floors or levels. 1. Staff determination of unreasonable hardship shall be made 2. Health and Safety Code Section 19956 says that,1n on Form RCA-1, which shall be filed in the project file, privately-funded multi-storied buildings, floors or levels 2. When the required work outside of the remodeled area (l.a above the first floor or ground level are exempt from through l.f above) exceeds 10% of the cost of the work to - these requirements if a reasonable portion of all be done in the remodeled area, an unreasonable hardship facilities and accommodations normally sought and used by shall be found to exist (criteria is staff guideline), the public in such a building are accessible to and usable 3. The unreasonable hardship finding may be by observation by physically handicapped persons. when obvious. Form RCA-i should describe, the obvious. r TITLE 24 HANDICAPPED ACCESS CORRECTION LIST OYI.1?' f2gt-Pait- - 0. No. Item numbers circled bclou are required (or this project. See Title 24 2.110b.1I. Circled items do not appiy to floors which arc not required to be han- dicapped accessible. References to section numbers with prefix 2 are to Title 24, Part 2 (State Building Code), 1955 Edition. Prefix "3 is for Part 3 (State Electrical Code). Prefix "5" is for Part 5 (State Plumbing Code). Exemptions claimed for anY item shall be requested in writing and shall include all data needed to determine -unreasonable hardship- as described in Section 2-422. SITE DEVELOPMENT &. HANDICAPPED FARMING SPACES . d. The maximum cross slope shall not exceed ¼" per foot. (2.3325a.3) a. See Approved Parking Plan for layout. (Fig. 2-71.1) P. Cratings are not allowed whenever possible, (2.3325b) 'It b. Provide _______ handicapped spaces. (2.7102a) I. At each gate or door a 60" a 60' level area is required when the Space shall be so located that handicapped persons are not corn- gate swings toward the walk. (2.3325e) pelled to wheel or walk behind parked cars other than their own. (2.7102c) g. A 24" clear space is required at strike side of gate or dour. (2.3325c, Fig. 233.2) Parking space shall be a minimum of 9 ft. a 18 It. with adjacent Sit. loading zone. Double space shall be 23 ft. wide. (2.7102b, . h A 48' a 44" deep level area is required when the gate swings away Fig. 2-71-1) from the walk. (2.3325e) e. Maximum slope of parking surface In any direction shall not ex.. () PEDESTRIAN RAMPS ceed V.." per foot. (2.71024) . - A path of travel with a slope greater than.! in 20 shall be con- L Parking space(s) shall be Identified with the International Syrn- sidered a ramp. (2.3307a) ho! of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36' x 36"). The maximum slope shall be tin 12. (2-3307c) (2.7102e). a. The width shall be 4 minimum. (2.3307b.3) Entrance to parking facility or structure shall also have durable metal sign stating that unauthorized vehicle(s) parking in han. 4. A 60"intermediate landing Is required at maximum elevation change of 30' and 72 landing at each change of direction (over dicapped space(s) may be subject to tow-away. (2.7102e) 30°). (2.3307d.1) Entrance to and vertical clearance within accessible level of park. Ing structure shall be 8 ft. 2 in. to any structural member, duct e. Landings are required at top and bottom of ramps. (2.2307d.1) or pipe. (2.7102f) - E. Bottom landing shall be minimum of 72 In the direction of travel. CURB RAMPS (Fig. 2.33.I1A) . Curb ramps shall be located wherever pedestrian path crosses Top landing shall be 80" a 80" minimum. (2-3307d.2) curb. (2.7103a) When door swings onto top landing. m inmum depth of landing b. Curb ramp shall be 48" mm. width (2.7103b) with maximum required is door w idth plus 42". (Fig. 2.33.IIA) slope of 1 in 12. (2.7103c) I. Top landing shall have 80" mm. width when door swings onto A level 48" mm. depth landing is required at top of curb ramp the landing, with 24 on strike side of door at eiterior ramp, or 18 at interior ramp. (2.3307d.4) over entire curb ramp width. (2.7103d) S 4. If no landing Is provided, theslope of flared sides shall not ex- j. Ramp handrai!s are required on each side of ramp, when slope exceeds I in 15. (2.3307e) aced 1 in 12. (2.71034) e. Surface Is to be slip resistant. (2.7103f) Is. Ramp handrails; shall be continuous, located 30".34 in height above ramp siir1ace, with 12 extensions beyond top and bot- I. Border markings shall be 12 wide of W' a 4 grooves. 6" apart, tom, and the ends returned. (2.3307e) located at top and sides. (2.7103h) I. Handrails shall be to 2 cross section, spaced mm. of I-Va" () WALICS from wall. (2.3307e) a, Site development and grading shall be designed to provide ac- 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. cess to primary entrances and access to normal paths of travel and where necessary to provide accessshall Incorporate pedestrian wise bounded by walls when the ramp exceeds 10 feet In length. ramps, curb ramps, etc. (2.7101 a) (24307h) Walks sloping greater than s% (lin2O) must comply with ramp SPECIAL ACCESS LIFTS requirements of sect. 2.3307. (2'33250 . Lifts may be provided between levels, in lieu of elevator, when - struc- tural design and safeguards are as allowed by the Stale of Califor- the vertical distance between landings, structural elevator, nia. Dept; of Industrial Relations, Div. of Occupational Safety and Health. (2.5106a) -S. S. .5 DA 2/4/88 HAZARDS FLOORS • a. Provide 80" headroom from walkway surface to any overhang- / a. floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or Ing obstruction. (2.3326b) special . (2.522e) b. Headroom of 80" minimum shall be maintained for walks, cor- STAIRWAYS ridors, aisles, etc. (2.5221.2) a. Treads shall have smooth, rounded exposed edges and be slip resis. c. Protruding objects with leading edges between 2T'and8O'ab0%e tant. (2.3306s.1) finished floor shall not protrude more than 4" into walks, eor. ridors, etc. (2.5221-I, Fig. 2.5.7) b. Nosing shall not project more than IVz' past face of the riser below. (2.3306s.2) d. Objects with protruding edges below 27" above finished floor . e. Risers shall be sufficiently solid. (2.3306s.3) may protrude any amount. (2.522f.I) e. Free standing objects mounted on posts between 27" and SO d. The upper approach and lower tread of each flight of stairs shall • above the floor may project a maximum of 12". (2.5221.1) be marked with a contrasting colored strip 2" in width. (2.3306r) 1. Abrupt changes in level exceeding 4" adjacent to walks. except C. On exterior stairs, each tread shall be marked as noted above. (23306;) between walks and adjacent streets or drives, shall be identified • by 6" high warning curbs above walk surface. (2.3326a) 1. Handrails are required on each side of stairway. (2.3.306j.2) ENTRANCES AND CIRCULATION g. Handrails Zia1l be located 30" to 34" above nosing, extend 12" ENTRANCES, DOORS, VESTIBULES AND CORRIDORS beyond tc'p riser and 12" plus treid width beyond bottom nos- Ing and returned to walllnewel post. (2.33061.2) a. All primary entrances to buildings shall be accessible to the hart. dicapped. (2.33011) Ii. Handrails shall be 11/4- to 2" in gripping cross section and 1 Ys dear of wall. (2.3306j.2) b. All required exit doors shall have 32" clear opening at 90° (36" door). (2-3304e.1) 1 . ELEVATORS c. At least one of a pair of doors shall meet the mm. 32" dear en- See Chapter 51 of UBC for ear size. trance width requirement. (2.3304e.3) Passenger elevators in buildings other than those listed in Chapter d. Threshold shall be no higher than !/ above the floor. Edge to 51 of UBC scrvih-n occupant load of more than 50 shall have • be beveled with a slope no greater than 1 in 2, it more than ¼ a car size 68" wide by 51" deep with a mm. clear opening width (2-3304h-1. Fig. 2.33.5) of 36". (2.5103m.2B1) C. ExterIor level landing may slope up to V4 per foot in any direc. Passenger elevators in buildings other than those listed in Chapter tion for surface drainage. (2.413) 51 of UBC servinc an occupant load of 50 or less,shall have a car size of 54". wide by .54" deep with a minimum clear opening 1 Door hardware shall be of the lever or push type, mounted 30" . width of 32". (2.5103m.282, 3) to 44" above the floor and be operable with a max. effort of 3.5 lbs. for exterior doors and 5 lbs. for interior doors. (2.3304c.3, Raised Braille markings and Arabic numerals are required on con- 2.33041.2) . . trol buttons and door jambs. (2.5103m) The lower 10" of the door shall be of smooth, plane surface (no SANITARY FACILITIES recess or trap) except at automatic and sliding doors. (2.3304m) (jTOILET FACILITIES ACCESS _ a - Building entrance(s) shall be identified by sign with the Inter. - When located b 4 on accessible sanitary a made Symbol of Accessibility. Show location on the plan. floors ' facilities (2.522b.7) The symbol shall be a white figure on blue accessible to physically handicapped. (2.51la.3) background. (2.522b.2) . Doorways shall have 3 minimum clear width, (2.511a.5A) At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. (2.3304n) There shall be a level area with 60" clear depth in the direction . of the door swing, and a level area with 44" clear depth in op.. There shall be a clear area on each side of door, 60" deep in direc. posite direction of door swing. (2.51 la-5B) tion of door swing and 44" deep in opposite direction of door swing. (2.3304h.2) () ACCOMODATION TOILET FACILITIES k. Width of clear area on the swing side of the door shall extend Provide clear area 60" diameter x 27" high . or clear space 56" 24" past strike Jamb for exterior doors and 18" past strike jamb X 63" X 27" high: (2'511a.6A) for interior doors. (2.3304h-2) . Doors (other than handicap compartment) are not to encroach - 1. The space between two consecutive doors (vestibule) shall pro. more than 12" into above mentioned clear space. (2.511a.6A) vide a mm. of 48' clear depth between the open door and a se- cond closed door. (2404h-2D. Fig. 2-33.5A) Doors in a series S Provide 28" clear space between water closet and fixture or 32" at a vestibule shall swing in the same direction, or away from Clear space between water closet and wall. (2-511 a-6B) the space between them. (2.3304h.2D) A 48" long dear space is required In front of water closet. A 60" m. Corridors shall be 44- minimum In width or as required by oc. clear space is required when the toilet compartment has a side cupant load. (2.3305b.I) • door. (2'511a.68) • For corridors over 200 feet long, see special requirements of Sec. (') Water Closet compartment door to provide 32" clear width for 2-3305b.2. (Fig. 2.33. • • • end entry and 34" clear width for side entry. Door to be self. closing and swing out. (2.51 Is-6C) • .•, • • . • • • DA 2/4/88 SINCLE ACCOMODATION TOILET FACILITIES A . Water closet shall be bested 28" from a fixture or 32" from a wall. (2.513s.7. Fig. 2.5.1A) Minimum clear space in Front of water closet shall be 48". (2-511 a-7, Fig. 2.5. IA) In an existing building, a single accommodation toilet Facility may have a space 36" wide a 48" long in Front of water closet. (2.511a.7. Fig. 2-5-IC) CRAB BARS AT WATER CLOSET One at side 42" long extending 24" in front of water closet: one at rear 36" long centered on water closet; both mounted 33" above floor. (2.511a.8A) Bars shall be 11/4 to 1'/I' in diameter with 1'/z" clearance to W211. (2.511a.8B) Bar fasteners and mounting support shall be able to withstand 250 lbs./ft. in bending, shear and tension. (2.511a-8C) (,)WATER CLOSET a. Height of water closet seat shall be 17" to 19" above floor. (5.1502) The force required to activate the flush valve shall be 5 lbs. max- imum. (5.1502) URINALS Where urinals are provided, the rim of at least one shall project 14" from the wall and be located iT' maximum above floor, (5-1503a) (,) The force required to activate the flush valve shall be 5 lbs. max- imum and located 44 maximum above floor. (5.1503b) c. Provide 30" x 48" clear floor space for forward approach, (2.511b.4) @)LAVATORIES () Provide 30" x48 clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. (2.511b.IA) () Provide clear space beneath lavatories 20" high by 30" wide by 8" deep (knee space) and 9 high from the floor by 30" wide by 17' deep from front of lavatory (toe space). (5-1504a) Hot water and drain pipes under lavatories shall be Insulated. (5.1504b) Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist and an operating force not exceeding 5 lbs. (5.1504c) () Self-dosing valves to remain open for at least It) seconds. (5-1504c) ()TOILET ROOM ACCESSORIES ()Mirror bottom edge shall be located 40" maximum above floor. (2-511 b- I B) (s') Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. (2.511b-3, Fig. 2-5-IA) () Operating parts of dispensing and dLspcxial fixtures (towels, waste, coin slots, etc.) shall be within 407 of floor. (2.51lb.2) 19. SANITARY. FACILITIES IDENTIFICATION Ondoorways leading to sanitary facilities the symbols to be pro. vided are 12" Equilateral Triangle For men, 12" Diameter Cir- cle for women, and 1/4" thick, centered on door. 60" high con. trasting color. (2.513a.5C) BATHINC FACILITIES One such facility shall comply when provided for the public, clients or employees. (2.511a.9) Shower compartment shall be 42" wide. 48" deep, with a 36" wide entrance, (2.511n.OA1) Note on the plans that the handicappped bathing facilities shall conform to requirements of Sect. 2-5lla.9, 5.1505-B and 5.1506. CENERAL REQUIREMENTS DRINKINC FOUNTAIN The alcove in which the water fountain Is located shall be not less than 32 wide by 18" deep. (V511c, Fig. 2.5-3) Note on the plans that drinking fountain shall conform to re- quirements of Sec. 2-511c and 5.1507. PUBLIC TELEPHONE Provide space 30" x 48" for forward or parallel approach to telephone. (2.511d2) Note on the plans that public telephones shall conform to re-, quirements of See. 2-511d. 21: ELECTRICAL REQUIREMENTS 15, 20 and 30 amp. receptacle outlets shall be Installed not less than 12" above floor. (3-210.50e) Center of switch shall be located not less than 35" nor more than 48" above the floor. (3.380-8c) GROUP A OCCUPANCY REQUIREMENTS Y. AUDITORIUMS, ASSEMBLY HALLS, THEATERS, ETC. Seating and toilet facilities for the handicapped shall be accessi- ble from the main lobby or primary entrance. (2.611b.1) This structure requires wheelchair seating spaces. (2.611b.IA1) Each wheelchair space shall be 60" x30 and level. (2-611 b- 1 A2)' A. When the seating capacity exceeds 300. the wheelchair spaces shall be In more than one location. (2.611b-1A2) This structure requires seats for semi-ambulant per- sons. Clear leg space shall be at least 24". (2.611b.1B) Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. (2.611b-2, 3) . STADIUMS. GRANDSTANDS. BLEACHERS. PAVILIONS, CROUP B OCCUPANCY REQUIREMENTS CYMNASIUMS Group B occupancies used for as.scmblv purposes but having an occupant a. This facility requires wheelchair scaling spaces. load of less than 50 shall conform to all the requirements for Group A oc. (2-611 c - 1) cupancles covered in Section 2-611. (2.712d) b. When the scaling capacity exceeds 300. the wheelchair spaces BUSINESS AND PROFESSIONAL OFFICES. PERSONAL AND shall be in more than one location. (2.61 Ib.1A2) /. PUBLIC SERVICE FACILITIES e. Ticket booths must be accessible from both sides. (2.61 lc-2) a. Client and visitor areas, office areas and related toilet rooms shall be made accessible. (2.712b.2A) d. Participation areas such as ball courts. exercise rooms, tracks and clubrooms must be accessible, (2-611c-3.4) b. Conferener rooms, counseling rooms or cubicles and similar areas e. Spectator and participant sanitary and locker facilities must con- shall be made accessible. (2.712b.2B) form to the requirements of Chapter 2.5. (2.611c5) c. Employee work areas shall have a 36" minimum clear access. DIN1NC, BANQUET AND BAR FACILITIES (2.712b.2C) 7. A. Access shall be provided at primary entrances. (2.611d.1)' SALES FACILITIES ,,d. b. c Wheelchair ac shall be provided to all areas where each type a. Ceneral sales, display and office areas together with related toilet of functional activity occurs. (2-611d.2) rooms must be accessible. (2.712b.3A) c. This facility requires wheelchair seating spaces. b. Sales employee work stations shall be located on accessible levels. (2-611 d-3) Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations el. The ratio of removable seating arranged to permit use by shall be accessible. (2.712b3B) wheelchair occupants is I per 20 and based upon the total number Of seats provided. (2.61 Id-3) C. This facility requires check stands accessible to the physically handicapped, based upon 1 for 8 checkatands or less, e. At least one wheelchair seating space shall be provided for each 2 for 9 or more. (2.712b.3C) dining, banquet and bar area. (2.611d.3) d. Where quick check stands are provided, at least one shall be ac. f. Access to wheelchair scaling spaces shall be provided by 36" . cessible. (2-712b3C) minimum clear width main aisles. (2.611d.3) e. Check stands shall be made accessible by providing a 36" aisle . on the customer side of the stand. (2.712b.3C) g. Cafeteria line aisles shall be a minimum of 36" clear width. (2.611d.4) -. f. Accessible check stands shall be identified by the International Is. Access to food preparation areas shall comply with provisions for Symbol of Accessibility and shall state. 'l'his check stand to be' entrance doors and doorways contained in Sect. 2.3304. open at all times for disabled customers". (2.12b.3C) (2.61 Id-6) RETAIL CROCERY STORES (Requirements are stated In AS 179, /4. I. Restrooms and power rooms shall conform to the requirements ' effective July 1, 1984.) in Sect. 2.511. (2.611d.5) a. Toilet rooms must be' provided for the public In stores contain. BELICIOUS FACILITIES ' Ing more than 20,000 sq. ft. of floor space. A. Sanctuary areas shall be accessible. (2.611e.1) b. The toilet rooms for the public may be the same as those provid.' eel for the employees. b. ' Provide wheelchair seating spaces in the sanctuary. ' Use Section 2.611b-IA. (2.611b-IA) c. Separate facilities shall be provided for each sex. c. Provide wheelchair access to raised platforms, choir rooms, choir d. Handicapped requirements shall be satisfied. lofts, performing areas and other similar areas. (2.611e.IB) e. Doors shall be self closing. d. Assembly areai shall be made accessible. (2.6I1e.2) f. Hand washing facilities shall be provided in or adjacent to toilet e. Enclosed and unenclosed platforms and stages in assembly areas ' rooms and shall be equipped with hot and cold water. shall be made accessible. (2.611e.2) S. Hand washing detergent and sanitary towels or hot-air blowers' F. Classrooms and offices shall have entry doors that conform to shall be provided in permanently installed dispensing devices. Chapter 33. (2.611e3) 31. SHOPPINC CART THEFT PREVENTION BARRIERS g. Sanitary facilities shall conform to the requirements of Chapter ' 2.5. (2-611 e4) Public entrances and exits shall be accessible to and usable by' the handicapped. (2.712b4El) ,Barriers shall provide a 32" clear width opening for handicap. peel ingress and egree. (2.712b.3E2) e. Note on the plans that shopping cart theft prevention barriers shall comply with the requirements of Sect. 2.712b.3E. DA -2/4/88 3. FITTINC OR DRESSINC ROOMS CROUP R.1 HOTEL, MOTEL AND DORMITORY OCCUPANCY REQUIREMENTS / a. Where fitting/dressing rooms are provided For male or female .1 customers, one for each type shall be usable by the physically .€. Applies to privately and publicly funded hotels, motels and dormitory handicapped. (2.712b.3F) / buildings and complexes. (2.1213a) b Minimum dimension of room shall be 60" a 60". (2.712b.3F) a. Provide guest room(s) or dormitory room(s) together with their sanitary Facilities that are accessible to and e. Bottom of the mirror shall be located within 20" of the floor, usable by the physically handicapped. (2'1213a.1) (2.71 2b.3F) b. Hotel, motel and dormitory bathrooms beyond those required Height of clothing hooks shall not be greater than 48" from the in item "a" above need not comply with the provisions of Sec. floor. (2.712b.3F) 2.12134 provided all bathroom entrance doors have a clear open. ing width of 32 inches and are sliding or swing out from 3j POLICE DEPARTMENT, LAW ENFORCEMENT, FIRE DEPART. . bathroom. (2.1213d Exception 1) MENT FACILITIES AND COURTROOMS • c. Every entry, opening or passage door openinglo any area must A. Office areas, conference rooms, classrooms,.di.spatch rooms and have a 32" mitt, clear opening. (2.12132.2) similar areas and related sanitary facilities shall be accessible. (2.712b.6A) 4. Public and common use rooms shall be made accessible. (2.1213a.3) b. Detention area visitor rooms shall be made accessible. (2.712b.6B) e. Recreational facilities including swimming pools shall comply c At least one detention cell facility with supporting sanitary Sections 2.611c and 2.1107a, (2.1213a.4) facilities shall be made accessible. (2.712b.6C) .1. Bathroom entrance doorways shall have an 18" clear space to. 4. Courtroom areas Including judges' chambers and bench, counsel the side of the strike edge of the door on the swing side of the tables, jury box, witness stand and public seating areas shall be , door. (2.12134.1) made accessible. (2.712b.6D) g. When accommodations are provided with kitchen units, at least '4. FACTORIES - one and no less than one for every 25 of such accommodations • provided, shall comply relative to accessible kitchen facilities with a. Major or principal floor areas shall be made acible, (2-712c.2A) subsection 2.1213b.2,3,4. (2.1213a-S) b. Office areas shall be made accessible. (2.712c.IB) ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTING..' BUILDINGS. (2.110b.11B.4) c. Sanitary facllitiesserving the above shall be made accessible. (2.712c.1C) . 3.7. The area of specific addition, alteration and/or repair, shall comply., / with the provisions of this Code. 31. WAREHOUSES The primary entrance to the building and path of travel to the a. Warehousing areas which are located on the floor nearest grade specific area shall be accessible to the handicapped persons. slsafl be made accessible. (2.712c.2A) - . Restrooms, water fountains, and public telephones which serve b.. Warehousing areas on other floors that are provided with access said specific area shall be. accessible to handicapped persons.' by level entry, ramp or elevator shall be made accessible. (2.712c.2A) Information regarding handicapped accessiblity shall be posted In lobby per Sec. 2.522b.8 c Office areas shall be accessible (2-712c-213) 4 Sanitary facilities serving the above be made accessible (2712c2C) - DA 2/4/88 DOCUMENTATION OF UNREASONABLE HARDSHIP Job Address . - Plan-File No.________________________ Owner _ . Date . It is requested that the above named project be granted an exception from the requirements of the State of California Title 24 accessibility, as specifically noted below: EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS lOBE EXCEPTED The cost of all construction without excepted items, is. . . . . The impact on financial feasibility of the project, if the requested exception is not approved Is . . .. .. The facility is used by the general public for the purpose of_______________________________ The exceptions being requested will not penalize handicapped accessibility asequivaIent . facilities are available as follows: (Complete if over$6,.08I: value in No. 2 above) - Exceptions requested, and data provided, by: . . 'NAME ADDRESS SIGNATURE . TELEPHONE 0 0 Department Use Only .: Findings and Decision of the Enforcing Official: . - . •.. . . .Signature of Enforcing Official Date 0 0 0 HCA-1 - 22786 - 0 0 REMODEL OR TENANT IMPROVEMENT CONSTRUCTION VALUATION. The Building Official is mandated by State law to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the total value of all construction work for which the .permit is issued as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire exting- uishing systems and any other permanent equipment. Uniform Building Code Section 304 (a) ****************** ***************************************************** APPLICANT PLEASE COMPLETE SITE ADDRESS PLAN CHECK NO.____________ DESCRIPTION OF PROPOSED WORK_________________________________________ AREA OF REMODEL__________________________________ - TENANT IMPROVEMENT_______________________ c:j ADDITION________________________________ PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING YES J NO NEW HVAC YES EJ NO NEW FIRE SPRINKLERS YES NO - NEW PARTITIONS EJ YES wo NEW PLUMBING EJ YES LJ NO NEW ELECTRICAL YES 3 NO HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK?( )YES. ( ]No ITEMIZED COST ESTIMATE IS ATTACHED ( ]. YES ( ] NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING, ROOFING, ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE. EXTINGUISHING SYSTEMS, AND ALL PERMANENT EQUIPMENT IS:$___________ THIS VALUE IS BASED ON: .• EJ DESIGNER'S ESTIMATE . - EJ CONTRACTOR'S ESTIMATE •. • OTHER, DESCRIBE BASIS_________________________ • THE ABOVE INFORMATION IS TRUE AND CORRECT ; APPLICANT - EJ DESIGNER EJ CONTRACTOR PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE c: YES NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. YES NO . • BY:_____________________________ S - • . DATE: . -• • • -. • 4/22/85 Page 1 of 2 Remodel Or Tenant Improvement Information Form Plan File No. jurisdiction_________________________________________ Project Address Date REPWCL OR TENANT IMPROVEMENT BUILDING CODE DFORMATION REQUIRED PRIOR TO PLAN 5I.EMITTAL In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in Items 1-11 be provided or the approved plans be provided for the existing building. I I UI U Ull p p p i i ppp P III P I I U I I I IU I I I U U II I I lUll P U I I I I I 1111 UI I I I I III P I I I I UUI I I I I I U I I UI UI I PP up p U I I lUll ,uii U p I PUPIl l.- Circle the existing type of construction for this building: I, 11-FR., II-lhr., 1I-N, III-lhr., Ill-N, IV, V-lhr., V-N Does this building have fire sprinklers throughout? Yes No Does the proposed project create a change in use or occupancy classification? Yes No Describe the previous use of the project area Describe the proposed use of the project area 4 Existing Building Area Improvement Area_____________________________ 5 How many stories are in this building" What story is the improvement on"____________________________________________________________________ 6 Does this project involve alterations to Existing fire walls Yes No Existing floor or roof loads Yes No Existing building structure Yes No Existing HVAC equipment Yes No If "YES", see 010 below Existing electrical service loads Yes No Existing lighting Yes No If "YES", see #10 below 7. What is the approximate date that construction of the existing building was permitted? 8 ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved Building envelope Yes No HVAC equipment Yes No Area lighting Yes No Water heating Yes No Will the proposed project significantly alter any element that was approved? Yes, No If "YES", see #10 below I4AZOICAPPED ACCESS FACILITIES - Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: - - Parking & access to the building Yes No Building entrance doors Yes - No Building stairs & elevators Yes No Existing public restrooms Yes No ENERGY DOC1JIENTATION a. Remodels to existing conditoned spaces require that a Form CF-1 (attached) be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment are to be altered or added, appropriate State required documentation must be submitted b Provide copies of all existing CF-i Forms for this building - • c. Provide a copy of any existing approved energy design for the building. -- 12/16/87 Page 2 of 2 11. PLANS Plans shall clearly show all demolition and new construction proposed. Plans shall clearly show exit systems, fire rated construction details, occupancy require- ments, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. If structural revisions or increased Jive or dead loads are proposed the structural plans details and calculations shall be provided and shall be signed by a California licensed engineer or architect. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when required. If plumbing revisions or additions are proposed provide plumbing layout, details and specifi- cations. Include sizing calculations when necessary to justify pipe sizes. All sheets of the plans are requried to be signed by the responsible designer. Information is provided by Title I Prepared by, o Bldg. Dept. VALUATION AND PLAN CHECK FEE Q-isgil PLAN CHECK BUILDING ADDRESS p 'oar 6" PoT tA APPLICANT/CONTACT & PHONE NO. BUILDING 'OCCUPANCY DESIGNER PHONE_____________ - TYPE OF CONSTRUCTION —J CONTRACTOR PHONE - BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE - :L&;r fo•t hn' '.CJ ) __________ _________________ ex IS J) Air Conditioninz Commercial '@ - - Residential ca Res. or Comm. - Fire Strinklers L Total Value Building PermiL Fee $ Plan C heck Fee S $ 7L -L COM MN TS. - - SHEET C7OF Ci3 12/87 F - . ENGINEERING CHECKLIST V .. LEGEND V Date: _J V V Item Complete F V Plan CheckNo. V ProjectAddress:V.2plgJrAj4i V 2 Incomplete - Needs Action - V - VV Project Name: ç\ V - V 1,2,3 NUmber in circle Field Check Date: V V -. indicates - plancheck V V V V V By: V V V number , that deficiency V was identified V VV' VVVVV V. V V . V LEGAL REQUIREMENTS V > W > ) . :.Site Plan V V V V V V V V V V V V •. V V V V V 1. -Provide a fully dimensioned site plan drawn to scale. Show: North V El R V V V 'arrow, property lines, easements, existing and proposed V V V V V V structures, streets, existing. street improvements, right-of-way V V V V V V VV width and dimensioned setback.' V V V V V V 2 V 5how on Site Plan:V.V Finish .floor elevations, V elevations of finish V V V grade adjacent to building, existing topographical V lines, existing V V9. V and proposed slopes, driveway and percent (%) grade and drainage V V V patterns. V•'• V, - V V "fl f7, V 3. Provide legal- description of property. V V 4 Provide assessor's parcel number V PERMITS REQUIRED V V Grading. V V V V V V V E V .5. Grading permit required. (Separate submittal to Engineering V . . Department required for Grading Permit). . V 6. Grading plans in.plan'check PE V • V .. V 7• Need the following completed prior to building permit issuance: E1' 0 0 .. . ; A. Grading plans signed. • V V B. Grading permit issued. V V 113 V 171 `11~ El V V V V C. Grading completed; rVVVU V . D. Certification letter and compaction reports submitted. V • E37 0 0 E Grading inspected and permit signed off by City Inspector V V V B. Right-of-Way Permit required for work 'in public right-of-way V V V (e.g.,, driveway,,approach, sidewalk,: connection to water main, V V V VV V etc). . . V • Vt .F'. •V •4 V V 0 0 J ., .:. . 9. Industrial Waste Permit application required. To be filled out .. completely. and returned to Development Processing. 'V V j •V - -- a - (5 w - (5 w - (5 S PLANNING CHECKLIST I 5$ Plan Check No 803B Address 2210 ,grEca . . '. Type of Project and Use fl /itbiP - > > .> Zone IA1 Use Allowed? YES NO . -. Setback: Front OJl Side OK ' Rear OK Facilities Management Zone 6 School District: ' San Dieguito Encinitas / Carlsbad San Marcos 9 9 Discretionary Action Required YES _____ NO Type 9 Environmental Required YES NO K 9 Landscape Plan Required YES NO Comments 4 • 9 Coastal Permit Required YES ' NO K 9 9 9 Additional Comments OK TO ISS DATE •5 ,•.S .5 -2560 ORION WAY I CARLSBAD, CA 92008 . P O. ..ar4 PAGE 1OF. uab "TELEPHONE . FIRE DEPARTMENT _ (619)931-2121 PLAN CHECK REPORT PROJECT f4/i4/ /t/7A./,tc_ADDRESS?Z./D PAL-i4,e .A/)T ( ARCHITECT .IYTé9 f\11 F! ADDRESS .4&) iE(,r PHONE OWNER FL,'-i J/TA/fr1ijUk(— ADDRESS /AE '. PHONE,,_________ OCCUPANCY . CONST. ._' TOTAL SQ. FT. / /Q STORIES .7-5 )'SPRINKLEREP'TENANTIMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS, AND/OR MAKING THE FOLLOWING CORRECTIONS: . . PLANS, SPECIFICATIONS, AND PERMITS Provide one .copy.pf:'floor plan(s); site plan; sheets . Provide two site plans showing the location'of all existing fire hydrants within,200 feet of the project. 3.. Provide specifications for the following:, Permits are required for the installation of all fire protection system inkier's, stand pipes, dry chemical, halon, CO, alarms, hydrants). Plan must be approved by the fire department prior to installation: - 5. The business owner shall complete a building information letter and return it to the fire department: FIRE PROTECTION SYSTEMS AND EQUIPMENT 6. Thfoliowing fire protection'systems are required: . '.Automatic fire sprinklers (Design Criteria: X7"21 72) 4 A/lS 7r ,, /.(/J'L)S) . 0 Dry Chemical, Halon, CO2 (Location: • 0 Stand Pipes (Type: Fire'AlarmType/L-ocation: . "' " •" . . 7. Fire Extinguisher. Requirements: . -One-2A-ra.ted.ABC-extinguisher-.foreach . f4-orportionthéreof.w.itha.'traveLditanceio the-dearest extinguisher not to exceed 75 feet. of.fravel. . .. , . . An extinguisher'with a minimum rating of to be located: 0 Other: .8. Additional fire hydrant(s) shall be provided EXITS 9. ' Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. ..__10. A sign. stating, This door to remain unlocked during business hours" shall' be placed above the main exit and doors ___11. EXIT signs (6" x 3/4" letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL Storage, dispensing or use, of any flammable or combustible liquids, flammable liquids, flariimable gases and hazardous chemicals shall comply with Uniform Fire Code. ' . '•' ._.....13.. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet '. in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pu- ingis to be-done, comply with Uniform Fire 'Code, Article 81. • • ' ' _.L14. 'Additional Requirements. ' S , S • ' 0 ' ' • ' / 3 / A/4j / f, .IJ .' . " S •., , Jh1T L5. S •, , S '' . . . APPROVED DISAPPROVED PLAN CHECK# ___15. ' Comply with regülations.on attached sheet(s).. Plan Examiner •55 7 - . Report mailed to architect • 'Met with • Date /7/h / / -Attach toPlans , 4t:.-.p . I.' .... . Iq BY DATE S U BJ ECT ) SHEET NO 1 o F CHKD. By................DATE ...................- ........................ . .... .......................................... .................. ........JOB bz / t \I5/\5z 29 4 4 - r.L ____ .• t 84_h es F1 \ a -: ,. 'k.. T. ' r vr .-) 4• •• • - iç • • •-,. •- '-I, - ••• • • • :. - 4 • • (j . ( 'Zo,•4 i•. 1 ra **4 2o4'J rn 51A H - O3 . •••• . . .•• .. • . • •. ,-'.•. . . • ••• F BY DATE T7) SUBJECT LkT LIL ........... SHEET NO OF CHKD.. BY........DATE ....................................................................................................................:...JOB NO.............. CAt1\ j ;T_ bra, itz INI • •: • - ____ ____ __ • . • •• LL. \ 4Th-(k, cAcS • • • • • 2 / • • __ • C• • 4 H: J •• • : • • z • • 33L\ • • : 2- '3\\\- ' T. ri • \'• \i' • • &ZSJ U/) •= \Ja '.: • )( •\• \\• •• r •, S •S' • *-. \1b •• • • ( . ) .• S ( • -c• pi L Uca • • RS )V S S • S • .......... . S • I) • Psa LoAb fry S •• S . •• • • • C! €$R I cxc S S ANALYSIS FOR CONCENTRATED LOADS 241 urring it a distance 2 \'''7i1 from liii corner of the slab- 1,2 (l9a) III vhjcli L is the radius of relative si ilTitess. eival to - p . -. - - (4.19b) 'V 12(1 - E elastic modulus of.corun't I J)51 .L Poisson's ratio for concrete (approxiinat civ 0.1 ) k modulus of subgradc reaction, lb/in.' flie value of L reflects the i-chit lye st illness of the slab and the subgrade. It "'ill he large for a stiff slab oil a soft h:seaid small for a flexible slab on a if1 base. . Case 2: wheel load a considerable distance from the edges of a slab When the IS applied sonic distance from tile edges of the slab, the critical stress in the COtl(rct e will he tension at the hot torn surface. This t ension 5 great est '11IL'O IN., under: the center of the loaded arc:i, and is given by the expression '1.(n2 ± /2 - 0.07h) - log k + 6.4] = 0.3 16 [log 1i - 4 log (V 5 h2 - (4.20) Case 3: wheel load at an edge of a slab, but removed a considerable distance from a corner when the. load is applied at :i point along :ill edge of tire slab, C. (:rlflicai tensile 'tie-- is at. the bottom of thd concrete, dlni( tl\ under the ali(1 PQ equal to . . . •0 • . J) 0.572 - [log 1,1 - 4 log (/1 Ga2. -i- Ii - 0.675h) - loi. k.'+ 5.771 (421) In t lie event that I lie teiiii st it .'- in lire .l'ih ' gn en b Eqs (4 iS) 4-O), and (4.21), exceeds file allowable tensile stress on the concrete, it is -dsary either to illcreiise the thickness of the sin1) or to provide, reinforce- ii IPlilf0u(( neuii is niu ihl de'.ryn ci to pro' ide for aII the tcrtnoii t "Tited h t he ii tli is of t ile s-uinr d homogeneous ci ist i -i b I ts r ciii iord rid b1 'to closer to the neutra l axis Iii iii that ()f the I encsioui collerete which -' It reph((.f45 . -rampte design of an unreinforced concrete slab on grade A o irchollsL floor, consisting of I' all till 1itifr --il stab 1.111 ground, is to be designed to Support :1 inaxiiiuili wheel lOP! - of f'itjØt) Ii) from i fork-I i It tn icks, ass, t,iu'ol to pph v the Ion (I over a contact, area of _ • - 4 lii r.,(IiLls. Concrete of lOflO p ii oin pressive stl( n__ti, is to b. used, with an ut7ou '114k - - . * 0• - -•' .' - - '• . • .- 4 -. ' . .. • - ' . - •C-01 - - - Cu) L Sc L?a,Wi BY DATEB)K) SUBJECTFJcT SHEET NO .oF.L..: CHKD. BY. .............. DATE .................. ............................................................................ .................................... JOBNO................................. TCTUL uO .. L. \\\ \J- .. 2~ '2J: -:: D/5Z1', o4- • . ; ,. . • • On 1c • 0 L= 1-L2= S. ( . 0• • 0 0•00 • o1r ' 0 • .1 Or4 ' • ¶j °T!T J4Z • \1. \2c/1 ? • ii1.z crVT .7 BY LL3 DATE\ SUBJECTS -t SHEET NO OF Li 1 CHKD. BY* ................. DATE ............. .... .............. ................................................................... ............................... JOB NO............................................ ...................................................................................................................................... / uQe • .................... ....... .. ..... S \4) 274 • ___ • • •2Y fl4- OTF jz\\ S DvIl flb AME . 5/ • I H- . _;• .:.... 4:1 /. H........ &4)J2 OTT- ) t4bA I ..... 77 • \y= zIsJ -71S 12SS 11' S •, • •• •• ze S • I I1b2A •. S 51• 'fI t • • ..: 5: 5555 S S• 5 S 55 •• ...5 . S S 5, ........................... v DATE SUBJECT /J17aP.7?,4d. 1 SHEET NO CHK d'' DATE JOB NO .. .t. ............................................. .. ............. STRUCTUL CALCULATIONS ... :., •. .. . DESIGN CRITERIA . . . . .. - . .. .. .. .. .. ... CODES: Uniform Building Code, 1985 .Edition . . .,.. . Manual. of.Steel Construction, AISC, 8th Edition . . ,. American Concrete Institute . .: 1ationa1 Design Specification, . NFPA, 1986 Edition American Institute of Timber Construction, 2nd Edition MATERIALS: Concrete: f c = 2000 psi @ 28 days (Minimum) . .. . Masonry m = 1500 psi, Grade "N" Concrete Block . Mortars. f 1800 psi, Type .."S .. . Steel: Reinforcernänt.A-615, Grade 40 . •. ... . . Structural: Pipe Columns, f 36,000 psi, ASTM501 Rect. Tubing., f = 46,000 psi, ASTM A500, GRADE B Lumber Douglas Fir Larch - Joists (as specified) -. . . .. . . . .. . Beams & Posts #1 .. Studs #2 or better •. : Shear Plywood (as specified) . ... . . LOAIS Dead Load -. (as shown) . .,.. .. .. . Live Load - (as shown) Wind - '82 UBC, Section 2311, Method 2 - Seismic 0:.I4w structure . . . ., 0.225W component or nonstructural .. . . : GLJENNINGS Plan File # CIVIL ENGINEER. 1488 PIONEER WAY, SUITE 3 W1VØV .... . .. ., . EL CON, CALIFORNIA 92020 . .. . . . . . . (619)444-1214 . . c gg-ô - - Ail 1 - '4 B .b. DATE.I1I SUBJECT SHEET NO. .... OF. CHKD. BY............DATE ...................................................................................................................JOB NO............................................. ....................................................................................................................................fr .................................................... frW /L47 ( At Wesoo - W4o' 4a T T T T :22- IN ~x ~ 7<e~x~ - Ii Tt -- _I .'d___>.. • 411&A' .• • • I ' =1: ------;----- - / :' .• @/21e-(J,4'OP I1 For 77 3: /VCi- UD / 210F129114 77. eo PLY, ' ,. 4 - r 110 - I61 Z.) .: 10 11 • -• ... . ••. 2 '/4" C L / -I.!! Il}- L4LWi. ---•-rn- .. . /34•.• • .• • /; 4(,t:, : • V/4 • • MHA); __Pr - ••. • . •-.• ell •-• = c7 ;. (t4'L-'p7-) 47• Im - . .. •. -.. . .- 'i -' B\ DATEIMP SUBJECT SHEET NO... ... OF.................. CHKD. BY................DATE ..................................................................................................................................JOB NO............................................. .. 7Zp.. (/ • .....................•.. • •.• •. 7 t -Ft LAol 1T .717 P b 1fr if I t CH T,24,, QPori"LD4O)... • t- 1TTT • -• • 2157 - 9 . • . -- ... • • • • (upr) 775b . / /7/lA • 1 • 3r ç,g. iPM7)PN.L(b) L I C I 0 A' -•- - -.•, V,14 I..;; J IV(4) (ki) ,1'99.±rr. • • j •_. ............• -' y 1A)' 1' (14 19. ..• ..,. •• 4... •. . 4900 pr ( ,zm C'c1P (b) JJ/ - .4 . • . .. . . • . • . •, . • •. •. 90 WELr ?4-.) -.. . • ET oo K A ci. )(v) / C4) , c2 8 A4fl4k • (i'7 j..o)( ')1/C8 : 5 El 42 4" pz?- r1 V. V •'V . DATE.4'2./6jy SUBJECT /474Q1 SHEET NO 7' OF CHKD. BY. ..... .......... DATE ..................................................................................................................................JOB NO............................................. ...... ................ ..... .... . .. V,21-64 ANALY &4aa ±Lc - .,-.-- FLoOrZ .P fAL-owy CIAJ(1 • ,(2p44): (ra-oti pXe 15)eAg E ) -fr F w€. . • V •, , .. . • • - - '-''--- .''-r"-' DATE SUBJECT jw7tJ.~7JON4,,. SHEET NO OF CHKD BY DATE JOB NO - * I - VN AX I. HA>-, . •. • • 4.r-ev'°I is 0 ?gy Ye /1,2•' Po#i two - •. 0 •, 0 • • • • pk. I v' O- I 0•• • H- A'0 6)(v)/') -r V 7 5l( F'-t &jo op V4o) 15D5 0 •• • •00 • wo in 00; -• 0 - • - •• 0 • • 0 • 0 - t - 0•• 0 • • 0 • .0 • . -- - - 0 • 0 •..: BY DATE ,2?L98SUBJECT.. 71.6p7. JWTIA1701J4 SHEET NO OF CHK Y DATE JOB NO I 0. SHEAR WALL SCHEDULE MATERIAL. NAILING SHEARTW(. SILI. .. A?CH0RB0LT ALL& IN, 0.C. NAILING NAILING SPACING : SWEAR k 1/2"GYPBD 3D 7" .16D 0.8"(2).. 16D .0 1/2".:DIA .0 1001/ • OWE SIDE 0'. C. O.C. 16"0. C. 72" O.C. T 1/2"GYPBD 5D @4" 16D.@- 8 "(2) 16D 0 1/2"..DIA@ 121I' OWE.SIDE O.C. ' _ 12"0.C. 72" 0.C. P7. 1/2"GYPBD. 5D 0 4"• 16D.@ 6"(2) 16D ' 1/2" DLA 0.• 1501/ .. BLOCED O.C._____ P.0 12"O.C, 72" 0. C. FT. T 1/2"GYPBD 351 7M 16D@ 8"(3) 16D0 1/2" MA 0 2001/ 2 SIDES O.C. 0.C.. 8"0.C, 72" P.C. PT. T• 1/2 GYPBD. 5D0 4" 16D 0 6"(3) 16D 0 A/8" DIA 0 2501/ • SIDES v. r. r. O.C.-n ,. 48" r i' c, , , F 1/.2"GYPBD 3D 0 4" 16D.@ 4"(3) 16D 0 .318" DIA 0 3001/ 812 2•SID 0. C.- 4" 0. C. 48" 0.C. rr. T 5/8"GII'BD 6D. 0 4" 16D@ 8".(1) 1D 0 .1/2"'DIA 0 1251/ _____ 0. C. 0.0 '12"O.'C; 72" 0,C, P7,: T 5/8"GTPBD 6D @4" 16D@6"(2) 16D0 I/2:DIA.0 1751/ • BLOCUD' P.C. o.c 8" 0 C 48" p.c • • 5/8"GTPI3D .D @4" 16D 0 4"(3) 16D 0 5/8" MAO 3501/ -. BI.X 2. SID P.C. P.C..-4" 32" P.C. fl. Y. 3/8"PLrdD 8D 0.6" 16D 0 6"(3)''16D 0 518" DIA 0.. 2801/ SIR I .o;c. A35 0 32" 48" P.0 L 3/8" PLY 8D 0 4" 16D@4"(3 16D @T 5/811..DIAU 4301/ 7 M .STR.1....... . -P.C. A35.@16" 31)2" 32" 0,C. ' Fr. 3/8" PLY , ID 0. 3" .16D.@ .3"(T 16D 5/8" MA 0. 57017. SIR 1 O.C. A35 0 12" 3"0_.C. .24" O.C.: PT. N 3/8" PLY. 8D 0 .16D@2.5"(4) 16D 0 5/8" DIA 0 6401/ SIR 1 2 1/2" A35 0 11" 3"(5) 24" O.C.rr T • 3/8" PLY 8D 0 2" 16D 0 2"(74 16D 0 5/8" DIA 0 7301/ SIR 1 0.C.' A35@ 95" 3"(5) 16" 0.C,(7) FT. T 1/2" PLY I0D 0 161) 0 5" 16D @T 5/8" DIA 0 - 31-04.1 - SIR 1 6" P.C. 0.C. 5" 0 C 48" P.C. FT.. -r 1/2" PLY 10D 0 16D @ 3" 16D 0 . d. 5/8". DIA 0 5101/ SIR V 4". O.C. A35..@ 10TM 35"O.d 32" P.c, FT,. T 1/2" PLY 1OD 0 16D@2"(4) 16D 0. 5/8" DIA 0 77017 SIR I 2.5116.0 A35 0 9" 3.5"(5) 16" 0,C,(7) U 1/2" PLY 10D 0 16D@2"(4) 16D @ 5/8" MA 0 8701/, - .STR.1. 2".O.0 A35 0 8" 3.5"(3) 16" 0.C.(7) FT.( 1) 7J8"(8) 16CA STA . . 1/2" DLI. 1801/ STUCCO. 7/8"LG06" 0 0 0 48" 0,C F7.- W. 71811(8) . . 16GA STh . 37' DIA 3251/ STUCCO i . . 32" 0.C. P7 tJAL AND BOUNDARY NAI -INU JJk. REQUIRED, TO BE IN KIHIMUN 3 .SILL, . 0 BII AND POST. STAGGER NAILS OR PREDRILL. TO PREVENT SPLITTING. 000 0 . (2) TOE NAILING •. • • . 0 0 • • • . 0 • 0 (3) SWEAR TRANFERBLX.2X 4MINIHtJM. •. 0• • 0 (4) PREDRILL NAIL HOLES • . • 00 0 •• •. . 0 . • • (5)• SEE SHEAR TRANSFER DETAILES. • . . . 0• • • . 0 • 0 0 (6) BEARING BASED ON A 12 D.-F. SILL PLATE REDUCE SPACING 20% FOR •.. • •.. • 0 0 •• • 'M-FIR PLATES. ALL ANCHOR DOLTS MIflI)UM 10" IN LENGTH. • •. • 31SILL PLATES . • . . 0 • 0 SEE U.-B.C.-TABLE N0476 TYPE 4. • : • x DATE 2hJ8 SUBJECT iN7AN4 SHEET NO OF CHKD. BY. ............... DATE ...............................................................................................................JOB NO............................................ To p4 QL bMirrW-1 / g HEt fp LI'AO Øu.itci Aft- $0 J -lö'&o ! '2. 4iy • • j• • 2.15 •.i)?. •. 15 Le (iq)Ca) j-40 irt4t.o,v'r 4~ rem CrO7PC) d'M1C yiivr o 1)Ci)C,,)(o 4) 14 tA Eréd V =60A 15 K z .1 V ,'Z4W C24 i.•__ #I•o.t• _____ IO.o •1k1 t,1 •• • NOTE kiirW/i'J AN riJ ILO 1 JCi V-p(. WIND k'lz.-L NP1 -7 1 ,47re4.. J looi2lr L) --•• . (Dv i"fZirn) 4 phf ce.(e)&J zid , • • • / I DATE SUBJECT J/7 IAfTtM04 SHEET NO..I'q OF CHKD. BY. ............... DATE ...................................................................................................................JOB NO 4r - L pi- p (ier e11.)A./ Abpvt LINE e. 80 1q .0 t1 'Sn , V jjLJe: V C8)r (eh 4 01I24- IO 2ij14c, tor, oo • • ____ • : • • • • V Cao)E(n1 /'• PLf. • • •: •__• ___ •: • •• • •• • (ie))J € -ic'c 15o' ii 2O ?O1J' L9tI) •A 4o)P LW.7 'T° • - . -..••.. .-. . '- . . , vi 24 B'y DATE SUBJECT /JedrM' 10. SHEET NO I OF CHKD. BY. ....... .......... DATE .................. ..... . ..................................................... -. JOB NO............................................. 44 Moo rn) 1t1L IJ4 4 e p, ftie 4 jijt.n Orr,j /,I f QlLaMnLi = . . •'. beo Ao OF S _• •• S 0.14. . J5Oo S.4. (i4)(L1 9crT 0 k,4LLS-Me P6i (i'J2.)47 O PP (oeew47w) - I I 4o .,ezc'o pLQ2- €2p1 -p7 ¼.1500 I N 47o .5; I .. N pi(1 ;.\1 J.c e4 . . S. S . . S • r A n V /7Ifl.41T V . •.•VVV 4 •VVV 4V• V •VV VV,V4V,; 8'v DATE £/ZM/SUBJECT fc,/m4T' /17jd.J47IQ,S)d4. SHEET NO ) 7 OF CHKD BY DATE JOB NO ovr 'o' fjr pLOiQ W4L- (R&/s) v—I p; h-i ) v.Øp(w4L) ( PL.P f:::-aOM F3t, 52.0LJ') &1- 15 pLf --Ca.zsL Cp&v47iiE- oe i-o eM 'v)Or fr (cQV•/)4 (r c h)('J./2) /4Lo P7 7 (p '.1 - 2 i)/(f - OD W PL.IKr , pir Li _ I i 11 tO p , 8 •, L...0 (V (LJ4i-.. Wi4J Lic,O V FT P- M cc pr PM. - 02.4'O '2.10 1'-p i, -8 •, o .. ) 7) C/z4 kj4gJ?J: I "7 - 5ooøfr 4 V V V V V V /34ti,r, I V •pA-Lp.r V '.1 f t H 71 o: qj/4 c -ud 2*. Prii( ItLcI.7d i) i'/, g C/4 V1,40s1 -7,d ,.4 5_ C)7 ,1 tV c;.. (fIi4.Oo•()ec,\ S Oi('cJ 191VLL',X 0t45V S / S r1) r M'i,riiy S S • • flhItl '1c1 ,i' - , -ly S • •.• .. S SS • • S 'I IVY 12 o07c4'f aji L!1dt' S W C eAO ,r"'7 4cp- ci C ç fri oOii S • • •. S • S• • J'G) 1 (.c1 it) 2 ................................................................... . ...... I ....................... ........................................................ ............. ........................ .................... . ON aor A8 O)4H3 dOf ON .L]HS '2vaLf( 4,rP7r/ iva - 45 • p. 5 .............!PS•S%t•SVSSSSS 5 5 .......................................S ••• • • S • BY DATE 2J2J6UBJECT /Ii1'T JjJ7(tWb7/443 SHEET NO .1q OF CHKD. BY. ................ DATE ............................................................................................................JOB NO............................................. We4-r- Ao on_ m r3 01 &/tbVrAsewtxtpw . Mon BY DATE 2/2Jf95uBJECT //YfiA/72tMd7fJiY4/. SHEET NO OF CHKD. BY................. DATE ..................................................................................................... . ..................JOB NO............................................. ................................................................................... . ........................................................................................................................... :: ____ ___ —/)O L.4p ,7(( • -, 2.o -1 fr1AX •;)(. J)Io1) P- (p)(J.)')/(e)(a) • . (c.o) • ••• •• 4i44( •)• 9WVL7 r : IM1&.'. • .••, • sp 2i q,2pz iti7';-c9 ;•q.o -- I2 A) o69 :Pfl4> •. I4 -. * (Pn )t• (7tLeZ1,flJ 1____• Cwr: 1iZp ' LoA' __________ ••'• •: ____________ • • • 5: • : fl: 2.. . . . . '. .? '. '..•-C,4"4W:,. tKu.t; J!SCflflR,' BY DATE 2.-/2-/fPSUBJECT .. ..AV7 ).OF CHKD. BY. ................ DATE .......................................................................................................... JOB NO....................... .................... ....../417 k f4L "Pf'- Pe'2wi27 1?7 Ak4'y _4o WO2iAxs I3Ac g o 000 ., . . 1NO,vui41. )i,r L09 /ij..,ç 349!A4A . .. 'Zo iL (,op,f P 'Ht2- Z -.. . .. . , ,. . . ,. O9 - . --.- ...-. ... . . - / .. .. . : . . ,.. Qf'4.JfLoz 9 rip' - I21O -1 \) io.5c -° 6 _l ' :- 11 BY DATE d9suBJEcT SHEET NOZ OF CHKD BY DATE JOB NO .................................................. 1 . . . . . .: iATi34 4'/ Liz4O 1f.• . . .. . ,.. PAP A JZIA WL74rHr JO 9 /80 000)/9) H H AqTic-'cJr O./4' C'e Pc 1'7 1i i)('go - ±-' V H lot io' i'Z1 ; 4407Wiv Arl - p- (If?)I (2f/(8)(Is)4'1O i. . BY .?LI DATE 212./é'PSUBJECT ft'6#7 )i 71n,i.4h. SHEET NO 2rOF CHKD BY DATE JOB NO ...................... .. .............................................. ., LArtAL dolw O42/N_fl__ ... pi"i jeco ___ * - ----- - (( I .. #4 1. If 7 - 'y2t1. ____ H gil-I' ('(8X1) Z/j /17c7 Wf-, (M1frl_a.4)/.L 45 . 'r '-"f i.-/L1/5Pk/ P1M P-.h1.. c (6)C5)J2— (47Lif I #J _ yLM4) C.(.) L7.o' 'v 2'• . 180 pt o Mv-,# lzo- V Px J- ?• . PO7) ',Io1 zc Ij11i BY DATE '2-/j/8UBJECT 'SHEET NO OF CHKD. BY. ............... DATE ...............................................................................................................................JOB NO........................................... Wr (cov) LIA© . .• : L::.. •'.. fl' 'V- c'c' ,21.f oa . ...•. . . •.• . V (qc1)(/1/1.) A PM. 141#1 nlo - - v C)1l/2)8Q I ce A \ A/IA/C v .- '1:- '1 • ,.. ____ ____ hd a76( •z 'WL"Q (s-ii) 4(v 4($b.f&c-;; I TT Lg, p '• 'L_ -7r fil - iJ1 cx'89 C&)çc'o i () -W410 I-Izi —IV - ca cc-' --------------------- w/T "ds* ol -r1 ç,4) ?O/ ctlaft c)(oi) -iij 0/b 'C1 47 j-, )ca?2,i\ 4 ov ii JJu1I/2 . __\ç .J7I O-4 1-(")(''E)) ul oo- r,:,,l -4V07 .................... ........................................... .... ..................... ............................ 1 7 S . ON aor. . Siva- Zia,i3rans4?/Z/z, 1'°r AG . ............ . . .1 - III idô '711 4tei it y€?y - iii iM - Ii #1 , ,jt lcl1/ 1fO0V A 7fvf 7 i.i 7 ?Iv/ 7 - ~q WOW Jtid/i b7d - t8 17- 7 idifOO')b1i 'kf'J.7 00 70. \7 id O 4 4f 'W L'6) 'k' /b oapafl 7i) (ol)* H JØ3IVt7 Cal i/ic17) V7/' f7i/'fi7' 7 . . ............... . .......... ............. .................................. ................................... ...................................................................... Y7 ................... ............... ON eor '3iVO A aH3 £03r9nsdfl72, iva - BY DATE V2/SUBJECT ØiT J/V7PtM47upJ4 SHEET NO ,4tOF CHKD:BY. ............... DATE ................... .........: ......................................................................................................JOBNO............................................. 74f - V&A-~ii- iuk L w i:I 41 4104 1 .x 9 '1 . 4-4 r .4,..................... ? o1p.o .(44A). 4 ) fLf - .' 1. ....................- 4 a-ep CICM) 5•8'1s-i' :' C/IaAA CCT'J ,i..) C'VZ-) 1Co 0 It" L1 . .. . . . . . , . .1. (t / lrwlpo 4HAX. . . . OL.tL..L.. . . . . . / 9p.-p U & -2..,-?•................. 'LL • • .. .. -_ ••.. ••. ••.-•J: ..... . BY DATE 2JZ1#SUBJECT //VTtW47,A SHEETNOAP)30F cHKD.BY: ............... DATE ..................JOB NO............................................. ................................................................................................ 1I#AL4Lr .ON7O) Pi. &O '4J (g OF M,A1z.) • . :' +. ()( Is..''/2) (FL &'p) . • . . .. ____..•• - o . . . . • •. • • ,• •. .1•• . • . • • . .. . H /,A44. • . . • • '.••.: .................. ............ftn A z~ (I CiiCp.q)Jc ii-o)i c) 1_ ................................. t in LA JD € 10A6 I- 4- 4- ()/2) PLF-PIPJ/-'OI .'t4L F •. • • •.,. •.: CP Wi -., I .-• . . _____ • . •• . . . Vn4x . 7.0 • • . . . • Aq'o. - C!)6)/C'5) 1IZ1. iO'50 44 . . . . (,t)(1)J(/is-o)(/.2~): 3.'2'1,i u se • BY DATE /VPSUBJECT t1T I7 h7,QNA SHEET NOAqOF CHKD.:BY. ............... DATE ..................................................................................................................................JOB NO............................................. DATE 12eJ88 SUBJE fteh1i )MTA!47?I4h. SHEET NOAr½OF CHKD BY DATE JOB NO - P7riJ7 1-%1L7'/ L A 45 7,P f4c 4* 2.. fO 9/4qiZ4A Wiwo Pioe (epc) e C !.') 0' 3) (/2,)C, o):2. op,p CAr V '1T°' (3QJ f+()(i)E )] L k oit 112,9 OvM wo Li4-'-- ,4QA (p) f,)1/c O L HL Cv/ci- "° f'-f Aa --•-- - --.----. - WIMO ip Iii OV1c2NIJ& -.---•• • 0 :0 - I 0••i0 L-/Al Jb1 I /Al 4131 Wrn, V OL Cwf!S] oci+. i.K =%Iwax 'BY DATE '2I2.16'8SUBJECT -Iaf1 /T2NA7,,4L_ SHEET NOAOF CHKD. BY. ............... DATE ..................................................................................................................................JOB NO............................................ ................................ . ........................c.. i4) ii--- -'. c94Sp7 cf ( .(Ig,AM ., .. .•.H a- I'rp'P c'K1 &J4&-) £ - -" '-rr Im 2 ,L1f'A/1oAew - - 00 0• I ro 4) 0 oop i'ee ;.,O' . •,. ' 1,11 12. 00 fT Urge 02 To 4' "h. '' P" p-. ti. t7OOc3 vr. . . . . 10 t'2 (74 L)1 BY DATE SUBJECT CHKD. BY. .......... .... DATE .............................................................................................................................. ..... 4 v po' (&2NhVfr )IZ '•?,t/ h; SHEET NO.4.(.7..OF.......... JOBNO............................................. 7 7e 4 i2)J (c) L J (15)1 (i io)7 c? iMt.3) L - - 1(320 - -1114CI A.& • •l • - • •• 7 PL , c QfL. 1p7 Th L117 liwo p7 P,H .+ - • •L • - - I1p7 (iioo — 't 5 , . . -. .. . - . - ... . - . .- . -- -, ,. . .i:t-_,t-.-.-., •-• V -, ,y-r.u'Pt-','i DATE '1fl./PSUBJECT / J-'4frr I/V7ecN17/aL SHEET NO' OF CHKD.BV. ............... DATE ................................................... JOB NO............................................. / ___ -____ :• I'3n . Date 04-26-1988 TRUS JOIST CORPORATION Time 13:20:20 Saleeuns No.: axizi Salesman's Nue: Soecifier: JAY Estimate NO.; Scratch Pad Job Nee*zB$sIj Page Ti tle; FLOOR Building Code: UBC NON RES FLOOR Stress: 1001 Live Load: 50.0 psi Dead Load; 12.0 psi Partition; 20,0 psi Nailed Floor Type Live Laid Stress Dead Load Width Starting Point UNIF 140 psi 1001 12 p51 6'- 0.00 ! 0 - 0.00 iroc AT End Replacing Application Load • Rep hark Series Pro. Sag o.c. Ne. P1 . -.• 1 1JL" OPEN WEB TRUSS PARA 192 V 142 Bearings B U-CLIP B U-CLIP Right overhang .ay reuire bottom chord bracing, Design Alias. Control: ,• V 1473 ( 1476 1001 RIGHT end SPAN 1 under 1001 stress TOTAL load N 6133 < 8199 1341 RID SPAN I under 1001 stress ALT span loading 0 0.197 < 0.400 1/999. SPAN I under LIVE Load -' - 20-0.00 '-0,.Q0 Lu 45.6 64.2 Ej LIVE LOAD DEFLECTION 0 0.197 -0.039 jo < 1647 - EXP. 1 •31-88 J TOTAL LOAD ON ALL NBER8 FOR STRESS c tool - 1151 -1473 1075 C10- 2541 F CA %i 5046 -3226 LOADING AND DIMENSIONAL DATA SHOWN O 0.397 -0.214 ON THIS CALC ARE TO BE VERIFIED BY THE RESPONSIBLE PROJECT DESIGNER. . ALT SPAN LOADING ON 000 I MEMBERS FOR STRESS 1001 V 1295 -1329 115 : R - 1295 1444 • N 6388 . - ,.-- - 0 346 "These designs are in accordance with • ' O 0.544 -0.504 - current TRUS JOIST Corporation specifica- tions, materials and allowable design values :•• ALT SPAN LOADING ON EVEN * MEMBERS FOR STRESS : for the loads and dimensions shown hereon - V 351 -673 1075 R 351 1748 N 1201 . 0 -3226 • , 0 0.060 0114 : DEAD LOAD . V •495 -529 115 R 495 • - 644 -- N 2390 ...•.-- -• - 0 34 TJZ and NICROLAN are registered tridaeitks of TRUS JOI$T CORPORATION, • ' _____ -. -• • f-,. Date 04-26-1958 IRUS JOIST CORPORATION lice 13151:45 Saleaaans Mo.: suez Salesians Nasa: Specihen JAY Estimate Mo,i Scratch Pad Job Name: FLIGHT INT. Page Title: FLOOR Building Coda: UK NON RES FLOOR Stress: 1001 Live Load: 50.0 psi Dead Load; 12.0 p54 Partition: 20.0 psi Nailed Floor Type Live Load Stress Dead Load Width Starting Point UNIF 80 psi 1001 9 psi a'- 0.00 8 0- 0,00 from RI End Replacing Application Load CONC 1400 pU 1001 350 p11 I 0'- 6.00 from RI End In Addition to Application Load CONC 1400 p11 1001 350 p11 I 4'- 0.00 from RI End In Addition to Application Load H Rep Hark Series Pro. Pd, U Wdth. Dpth. D.C. HIS PL I MLCRO:LI BEAR PARA 2800 3 1.75i '14 12.0 N 218 (b Uplift exceeds 200 lbs. for unbalanced load. Right overhang lay require bottom chord bracing. Dsftgn Allow. Control: .' • • V 4016 ( 13965 3481 RIGHT Overhang under 1001 stress ALT span loading N 15048 ( 39337 2611 RIGHT and SPAN 1 under 1001 stress ALT span biding4...." D 0.342 < 0.400 (.1211 R16H1 Overhang under LIVE Load Lu 264.8 94.8 LIVE LOAD DEFLECTION 0.342 EXP,.A2-31-W TOTAL LOAD oNL MEMBERS STRESS : 1001 V 246 1, 1 OF CA0 R 246 3692 303 LOADING AND DIMENSIONAL DATA SHOWN 0 -15048 ON THIS CAIC ARE TO BE VERIFIED BY D -0.137 0.380 THE RESPONSIBLE PROJECT DESIGNER. ALT SPAN LOADING ON ODD I MEMBERS FOR STRESS : 1001 V 843 -1154 861 • R 843 2015 3559 "These designs are in accordance withM ' current TRUS JOIST Corporation specifica• 0 -3108 tions, materials and allowable design values D 0.094 0.031 for the loads and dimensions shown hereon" ALT SPAN LOADING ON EVEN I MEMBERS FOR 51RE55 = 1001 V -254 -1251 4141 R -254 5392 N 0 o -15048 0 -0.206 0.449 '• DEAD LOAD ' V 343 454 861 -• R 343 1515 1 181 Date 04-21-'1986 TRUS JOIST CORPORATION Time 09.2805 Salesman's N0.1 xciii Salissans Nassi Soecifisri Esthete $o.i kretch Pad Job Nasei FLIGHT INT. Page Title8 FLOOR Building Cod.: USC NON PEG FLOOR Stress' 1001 Live Load: 500 psi Dead Load 120 psi Partition: 20,0 psi Nailed Floor Type Livi Load Stress Dead Load Width Starting Point UNIF 100 psi 1001 12 psi 6- 0.00 5 0- 0.00 from RI End Replacing Application Lead • Rep Mark Series Pro. Depth D.C. flea PL 1 TJL'M OPEN WEB TRUSS PARA 14 19.2 V 142 Bearings B U-CLIP 8 U-CLIP - • Right overhang say require bottom chard bracing Design Rho.. Control; V 1473 1476 tOOl RIGHT end SPAN 1 under 1001 stress TOTAL load -'V K 8133 ( 8199 1341 RID SPAN I under 1001 stress ALT span loading -' O 0.197 < 0.400 L/9$ VAN I under LIVE Load .. A A 20-0,00 6-000 Lu- 45.6 64.2. •. LIVE LOAD DEFLECTION : -0.039D 0.197 TOTAL LOAD ON ALL NERIERS FOR STRESS 1001 1151 -1473 1075 1151 2540 EXP. 12-31-88 5046 0 -3226 :' .397 civiv- OF C A0 ALT SPAN 10*01*6 DII ODD I MEMBERS FOR STRESS : 1001 LOADING AND DIMENSIONAL 1295 -1329 ON THIS CALC ARE TO BEVEASHOWN BY P ii,: THE RESPONSIBLE PROJECT DESIGNEDR 6361 -346 0 0.544 -0.504 • ALT SPAN LOADINS ON EVEN I MEMBERS FOR STRESS 1001 V 351 -673 1075 ..- These designs are in accordance with '1748 A 351 current TRUS JOIST Corporation specifica- N lvl tions, materials and allowable design values 4; 0 -3226 for the loads and dimensions shown hereon'.' D 0.060 0,114 DEAD LOAD V 495 529 115 .•; A 495 '" 2390 0 -348 TJI and MICRDLAM are regictirsd trademarks o4 TRUS JOIST CORPORATION. . TM indicates a trademark ol TRUS JOIST CORPORATION. ,: 'L X6TI W PANEL SCHEDULE :joB cLI&H1 INT VOLTA6E:I20/208 L.JbA '2 4 PANELA PHASE-.3 :LOCATION: Tagj(, FEEDER: MAIN:LUGS NETURAL:6,M.\ ( :MOUNTING. lef:A BOND:EflT CONDUIT -: CONDUIT: FROI(:PI.S.8. CIRCUIT DESCRIPTION : WATTS : C.5. A N C : C.B. : WATTS : CIRCUIT DESCRIPTION - - -. N' tI7 175-1 LE 7 6 S - .114tt .T7.D II j 4L i.LI!..L____..___ t6;Hq j2/ ii •I8 --- ------- 4r(T4 17.? 'I • ------------ !' 2 • 24 Ch47-- 26 N--------- 3D 29 •jo: :j. : - .:3 • 34: : :3 •: : : S - ------------------------ S PHASE Az I LLL4 S PHASE Il I5cI S PHASE C:)0Cfj - 241TTS /360 VOLTS -- /M.) ultO ii AMPS P ELECr UQ 047915Y * 55, ---# ---------- I %-c -.. . - For Enforcement A9snGyUse Only - Tsi Dec n.n*Ion Authotifitfl S Oats Chocked By 'S Proposed Adjusted LPD 1 Total 8ung Watts (CF-5) ........q U watts 2 Cnai Csdt Watts (WS-58) .......- Ws 3 A4usNd Watts (unsl-Un.2) ......FiI! watts 4 Ccndbonsd Aeor Ares ..........i9L ft2 5 A4tsd LPD (Lk. 3/ Una 4) .......L Watts/ft2 SWA V ELECTRIC LC M7971 Illuminance Categories G, H, and I A B C Tailored LPD Approach (when applicable) 1 Watts for IC: A. DIE (WS-SC) . . . . . . Woo 2 Task Waft for IC: EIF(WS.50). . . . Watts 3 Non-Task Watts for IC: E I F (WS.50). . Waft 4 Task Waco for IC: G,HII(WS.SE)... Watts 5 Non-Task We= for IC: Q.N&I(WS-5E).. Wail 6 RtsAlWhelsuis Stor. Lighting (WS-5F). . Watts 7 Total A*sd Watts (Ines 14). . . . . . Watts 8 Conditioned RoorAma, . . . . . . •, • 42 9 MiimiaiI.PD (Line 7/Uns8)...,.._____ Wat4s2 LI F LumWIs. Reference Cods A&grsno. in Consøucon DoaJ1flts Lsnkaxs Oe.crDon Number of Luminaires Watts per Li.munair (Ind. bdast) Total Watts 2A 'l ... #.ç ___________ ___________ ijJ:..i•'-; ___________ ___________ ___________ Page Total Buidg Total F_1A-11_1 Form Revised September 1988 Page °LUS. 1 COMMERCIAL/INDUSTRIAL + APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT 4 CITY OFCARLSBAD - 1i1 APPLICATION: NEW BUILDING P.C. NO.:___________ , C (CHECK ONE) REVISED_________ APPLICATION NO.:_____________ - '• INDUSTRIAL CLASS:___________ BY: DATE:________________ Signature of City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL SITE APPLICANT:FLIGHT INTERNATIONAL ADDRESS:2210 Palomar Airport Rd. TYPE OF BUSINESS AVIATI0IçSERVICES APPLICANT'S ADDRESS: 2210 Palomar Airport Rd., Carlsbad, CA 92008 - B. WASTES AND PROCESSING: (Check where applicable) , f Domestic Waste Only Industrial Waste Industrial Waste NOT . Discharged -to Sewer . Discharged to Sewer GENERAL DESCRIPTION OF, WASTE-,(Chemical and.Physical Characteristics of proposed waste):. NONE GENERAL DESCRIPTIONOF PROCESS (If Applicable): 0 NOT APPLICABLE C. WASTES TO BE DISCHARGED TO SEWER ', WASTE: . TREATED: - . QUANTITY': AVERAGE - GPD. (Check One). UNTREATEE5: ' ..0 -. (Daily) MAXIMUM _ GPD 0 - - , 0 • , 0 •0 ' , (Gallons Per Day) . APPLICANT OR REPRESENTATIVE OF FIRM: DAN BURKHART . 0 • . (Print) 0 • TITLE: 'DIRECTOROFOPERATIONS-_ARLSBAD SIGNATURE _4 DATE 4 City of San Diego - BUILDING INSPECTION DEPARTMENT DOCUMENTATION. OF UNREASONABLE HARDSHIP Job Address 2210 Palomar Airport Road Plan File No. CB-88-638 Owner FLIGHT INTERNATIONAL Date July 27,1988 It is requested that the above named project be granted an exception from the requirements of the State of California accessibility, as specifically noted below: EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXCEPTED / Full Compliance to existing toilet Full_compliance would require the room@westendnotpossible.Partial demolitionof •2 story area and the compliancemetasfollows:Grabbars costly_ relocation _of electrical and clearance at front and side of toilet, telephone equipment. door width met, nocircleof5' ' The cost of all construction without excepted items, is $4,194 .00 (West Side) $137,000Total; The impact on financial feasibility of the project, if the requested exception is not approved is $30,000.00 The facility is used by the general public for the purpose of Not _',r.,-',cgj_hi_p f-cs_plihi_i_c The exceptions being requested will not penalize handicapped accessibility as equivalent facilities are available as follows: Full_COMPLIANCE_ FACILITIES ARE AVA-ILABLEAT EAST-END OF THE BUILDING AT'1r) TN ATTACHED ADJACENT OFFICE BUILDING . Exceptions requested, and data provided, by: StephenG.—Brown INTER—ARCH, INC. S NAME 6151 Nancy Ridge Drive, San Diego, California 92121 ADDAESS Aw'v (619) 458-1919 SIGNATURE ' " TELEFi-ONE Department Use Only - Findings and Decision of the Enforcing Official: All the clearances for an EXISTING BUILDING are present. c'i ,i Thisisanexisti building.i Ii SIGNATURE OF ENFORCING OFFICIAL 'DATE ' 4 I I5tJ ,_.ql CITY OF CARLSBAD iSewer - Garrison SE. 3259. :. . REQUEST FOR REFUND 22.10 Palomar Airpt Rd Bldg. Perm.- Darnell .880638 Account No. 880 .519 .92.57 Vendor No. 2750.00: 0 Sewer Permit Amount of Refund $3,490.00 Fee Paid For: MajorFacilities Fee (Cota . Real) Date Fee Pid: . 813/88 Fee Paid By: Flight :International. . Sewer fee calculated on area of remodel instead of addition. No fpp Facts Supporting Request: due. MFF is sewer.feedue;.n.o:MFF:i:s.'due. ; T0TALRE'FUND t$6, 24OOQ a• .;,nuF1 C. . Name of Applicant: Flight International Address: .2210 Palomar Airport Rd, Carlsbad,Ca92008' .•. Street . City . .. State Zip Telephone .• L 0 ASign Date' Applicant: Dept. stification: 0 0 . Rec: Approve '0 Disapprove : •'.. Date Finance Investigation: '. Rec: U Approve U Disapprove Dept. Head Signature Date City Manager's Action: 0 U Approve . U Disapprove City Manaaer Sianature Date SEWER PERMIT NUMBER:SE APPLICANT TO FILL IN SHADED AREA BUILDING PLAN CHECK NUMBER:PC BUILDING ADDRESS:'Z2/ Pcom (pc BUILDING PE 6A7'L.S 3AtP NUMBER OF EDU'S: ' ,, ., _3'• OWNER -1 N JI-L CALCULATIONS DD ? E J : MAILING ADDRESS 4ni'tE ' / c - r• MAILING ADDRESS: T?O ,-C'rO ;vlOA' r?Lt 640 ' C7 6&j Os2&c A'2A— F - LEGAL DESCRIPTION: : CONNECTION FEE 2C E- COST PER UNIT _x NO UNITS 4a15L ASSESSORS PARCEL NUMBER: /ô ZZ1 1 LATERAL CHARGE: TOTAL CHARGES: 7SD PREPARED BY: L4 M\Cffl.6Oq (PRN DNAME) - COMMENTS: LI