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Home My WebLink About2644 MADISON ST; ; CB881594; PermitUSE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - r 0 hereby affirm that I am licensed under - UI. provision. of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in L full force and effect. I hereby attirm that I urn exempt from the Contrac-tor's License Law for the following reason Sec. 7031.S Business and Professions Code: Any City or County whicr. re-quires a permit to Construct, utter, improve, demutish, or repair any structure, prior to its issuance also requires he ap- plicant for such permit to file a signed statement that he is licensed' pursuant to the provisions 01 the contractor's License Law (Chapter 9 commencing with Section 7000 01 ( - . Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the allegro exemption. Any violation 01 Section 7031.5 by an applicant 101 a permit sub-jects the applicant to a Civil penally of not more than line hun- dred dollars (S500). I I, as owner 01 the properly, or my employees with wages as their sole cumpensalion, will do the work, and the slruc- lure is not intended or offered for sale (Sec. 7044. Business i and Professions Code: The Contractor's License Law does 5 not apply to an owner of property who builds of improves thereon and who dues such work himself or through his own . employees, provided that such improvements are not intend' Ut ad or offered for sale. If, huwever, the building or improve- Z ment is sold within one year of completion, the owner-builder will have the burden 01 proving that he did not build or im' prove for the purpose of sale). I I. as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: '.The Contractor's License Law does not apply to an owner of property who builds or im-proves thereun, and who contracts for each projects with a 1.0 -contractor(s)' license' pursuant to the Contractor's License Z ' Law): ('I As a homeowner lam improving my home, and the follow- 4 .ng conditions exist: I. The work isboing performed prior In sale. 2. I have lived in my home for twelve months prior to completion elihis work Ut 3. I have-not claimed this exemption,during the 0 last three years. — '0 tam exempt under Sec.- - B & P.C. - . forthis reason -- - - '4 F - 0 thereby affirm (hail have a certificate of consent to sell-insure. yr a certificate 01 Workers' Compensation In. sur'ance. or a Certified COPY Ikereul (Sec. 38110. Labor Codel - POLICY NO.' - COMPANY - 0 Copy is tiled with the City 0 Certified cop/is hereby tarnished uJ IL CERTIFICATE OF EXEMPTION FROM O - WORKERS' COMPENSATION INSURANCE .50 - (This section need not be completed it the permit is for One hundred dollars 101001 or less) - 0 I certify that in the performance of the work for which IX -'this permit is issued. I shalt not employ any person in any 0 manner so as to become subject to the Workers' Compen. nation Laws 01 California, NOTICE -TO APPLICANT: If, alter making this Certiticate .v of Euemption, you should become subject to the Woikers' Compensation provisions 01 the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked, , [" 0 1 hereby affirm that there is a construction lending agency for Ike performance of the work for which this per. a) mit is issued (Sec. 3097. Civil Code) _zi - --'- — WI Lender's Name - - - -II L -Lender's Address''' $ CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438.1161 JOB ADDRESS AV. ST. 80. THOMAS BROS NO. DAq E OF APPLICATION BUSINESS LICENSE fl VALUATION PERMIT NUMBER Z(OLILt M (SOAI A, _____________ I / ZONE CONT CTOR IVISlON CONTRACTORSPHONEC ASSESSOR4CE CT T(BLOCK 1- , e9h) ?-2/'73 OWNER'S NAME 6, _________________________________ CONSTOIODRESS f12-&P*i73 OWNERS PHONE _______________________________ STATE LICENSE NO. BUILDING SO. FOOTAGE 3é7?:2 /41 / ef 2-1 -307 OWNER'S MAILING ADDRESS 141 DESIGNER DESIGNER'S PHONE 92J175' DESCRIPTION OORI( DESIGNER'S ADDRESS STATE LICENSE NO, .9029 08/15/89 0001 01. 02 BldPrnt 987.0 F/P FLR ELEV. I I NO OP I EDU STORIES YDND I PARKING SPACE I RES UNITS I GRADING PERMIT ISSUED I REDEVELOPMENT I f TYPE 0CC LOAD I FIRE SPR I CENSUS TRACT - ARE A , D vO N J D NO VN j YO ND — Nor Valid Unless Machine certified QTY. — —a PLUMBING PERMIT - ISSUE 750 L OTY. MECHANICAL PERMIT- ISSUE (cOO , - SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP ' ' . — INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 001'810'00'00'8220 EACH BUILDING SEWER OVER 100,000 BTU - ' — SIGN PERMIT 001'810'00'00'8221 - - — - EACH WATER HEATER AND/OR VENT - BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8891 — EACH-GAS SYSTEM 1104 OUTLETS . ' — BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001'810'00'00'8222 "EACH -GAS SYSTEMS OR MORE' - ' METAL FIREPLACE , ELECTRICAL 001-810-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE - 'VENT FAN SINGLE DUCT ¶1 , MECHANICAL 001'810'00'00'8224 2 'f EACH VACUUM BREAKER . . , MECH EXHAUST HOOD/DUCTS ' MOBILEHOME 001'810'00'00'8225 WATER SOFTNER ' - , . ,RELOCATION OF EA FURNACE/HEATER - SOLAR 001'810-00-00-8226 - -' - - EACH ROOF DRAIN (INSIDE) , DRYER VENT . STRONG MOTION 880'519'92'33 TOTAL MECHANICAL - I '2'f _ FIRE SPRINKLERS 001'810-00-00'8227 . 5" - TO (AL PLUMBING - - ,1 PUBLIC FACILITIES FEE , 320'810-OO-O0'8740 - -711 - ''' OO QTY. BRIDGE FEE 360-810-00-00-8740 PARK-IN-LIEU (AREA I - CITY. ELECTRICAL PERMIT - ISSUE MOBILE HOME SETUP . ' . - NEW CONST LA AMP'SWT IlKA - CAR PORT - TIF 312-810-00-00-8835 I PH ,-" 3 PH , - . - AWNING ' . LA COSTA TIF 311-810-00-00-8835 -EXIST BLDG EA AMP/SWT,'BKR - . GARAGE - - - FMF I PH 3 PH , , ' — , LICENSE TAX 001'810'00'00'8162 AEMO-DEL'ALTER1PERClRCUIT- - . . ' MFF 880-519-92-57 TEMPPOFE 200AMPS OVER200AMPS . TEMP OCCUPANCY (30 DAYS) — • . -' - CREDIT DEPOSIT TOTAL ELECTRICAL I - - TOTAL • TOTAL FEESPr I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued byfhe Building Official underlhe provisions ofthrs * AN OS.RMtT IS REQUIRED FOR EXCAVATIONS OVER I Code shell expire by limitation and become null and void if the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 5' I authorized by such permit is not commenced within 180 days from the date Of such 0EP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or it the building or Work authorized by Such permits suspended or TUR OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON 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 NT 'S SIGNATURE 0 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEGUENCE OF THE BY PHONE 0 GRANTING OF THIS PERMIT, 3% / FIELD INSPECTION RECORD 'N T REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES REQ. IF INSPECTORS INSPECTION CHECKED APPROVAL DATE - -- / - \ '.'-_/• - SOILS COMPLIANCE PRIOR TO - FOUNDATION INSP STRUCTURL 5ONCRETE - - OVER 2000 PSI' PRESTRESSED CONCRETE '•' - POST TENSIONED - - CONCRETE FIELD WELDING - - HIGH STRENGTH - BOLTS SPECIAL MASONRY, PILES CAISSONS r-' A A A. ________________ ______ __________ • r TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUN ITE OR GROUT SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING UNDERGROUND 0 WASTE 0 W4TER - TOP OUT JWASTE El WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER -r ELECTRICAL - o ELECTRIC UNDERGROUND 0 UFFER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPOR4RY 0 BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE FINAL PLUMBING I ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS : - 0 I hereby affirm that I am licensed under • provision. of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and-Professions Code, and my license is in - full force and effect. I hereby affirm that I am exempt from the Contrac- - Or's license Law 101 the following reason (Sec. 7031.5 Business and Professions Code: Any city or county whicr. re-quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap-plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions 01 the Contractor's License Law (Chapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) at that is ex- empt therefrom and the basis for the alleged exemption. Any violation 01 Section 7031,5 by an applicant for a permit sub-jects the applicant tax civil penally at not more than live hun- dred dollars ($500). I 1, as owner 01 the properly, or my employees with wages -as their sole compensation, will do the walk, and the struc- .lure is not intended or uttered (or sale (Sec. 7044, Business and Professions Code: The Contraclor's'License Law does not apply to an owner of properly who builds or improves thereon and who does such work himselt.ur through his own - employees, provided that such improvements are not intend' - ed or altered tar sale. It, however, the building at improve- ment is sold within one year at completion, the uwUer-buihter will have the burden 01 proving that he did not build or im- prove for the purpose at sate). I I. as owner 01 the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, - Business and Professions Code: The Contractor's License - Law does not applyloan owner at property who builds or im- - proves thereon: and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law), Ii Asa homeowner I am improving my home, and the 10110w' ing conditions exist: 1. The work is being performed prior to sale. - 2. I have lined in my home for twelve months prior to completion at this work. 3. I have not claimed this exemption during the last three years. - 0 tom exempt under Sec: ___________________ . B & P.C. for this reason o hereby affirm thatt have a cerriticate at consent to sell-insure. or a certificate at Workers* Compensation In- surance. or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO, - COMPANY . 0 Copy is filed with the city 0 certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM - WORKERS' COMPENSATION INSURANCE (This section need not be Completed it the permit is for one hundred dollars ($100) or lean) 0 t certify that in the performance 01 the work for which this permit is issued. I shalt not employ any person in any manner so as to become subject to the Workers' Compen' nation Laws at California. NOTICE TO APPLICANT: II. after making this Certificate 01 Exemption. you should become subject lathe Workers' Compensation provisions at the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. en z 0 4 4 —J C) W 0 4 (I, Z 'La a. I 0 C) U, 'Li cc [" 0. I hereby affirm that there "is a construction lending It aency for the performance of the work tar which Ihin per-Lu 0 mit is issued (Sec. 3097. civil Code) ZI 'Lxi Lender's Name - - —ii L Lender's Address APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 JOB ADDRESS ; 4/9 () AV. ST. THOMAS BROS NO. DATE OF APPLICATION I SUBDtV4IO ONTRACTO BLOCK hi SSORPARCEN0.o3k~sl _)ID3? Ow R OWNE R'01 NAME OWNERS PHONE L_ icñ L.-e y7&r\ ?cV 7 CONTRACTOR'S ADDRESS OWNER'SLING ADDRESS DESIGNER I &x £,e&cj 7( 22r OF WORK DESIGNER'S ADDRESS F/P FLR ELEV.I I NO I STORIES YO NCI ____________________________ BUSINESS LICENSE CONTRACTORSPHONEH STATE LICENSE NO. STATE LICENSE NO. 0CC OP EDU I VALUATION - PERMIT NUMBER 0 )-lb-1 ZONE UILDING SO. FOOTAGE DESIGNER'S PHONE - 2370 10/07/88 0001 01 02 - 1dPmt Not Valid Unless Machine Certified - - CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED vO N REDEVELOPMENT AREA I D NO ' — TYPE I CONST - 0CC LOAD - ( FIRE SPR I v)J NO CITY. PLUMBING PERMIT - ISSUE '7 cç OTY. MECHANICAL PERMIT- ISSUE SUMMARY/ACCOUNT NUMBER /,54cy 107, __________________ EACH FIXTURE TRAP - INSTALL FURN. DUCTS UP TO 100,000 BTU ,• BUIlDING PERMIT 001-810-00-00-8220 EACH BUILDING SEWER OVER 100,000 BTU' SIGN PERMIT 001-810-00-00-8221 / — EACH WATER HEATER ANDiOR VENT - BOILER/COMPRESSOR UP TO 3 HP - - PLAN CHECK 001-810-00-00-8891 — — EACH GAS SYSTEM ITO 4 OUTLETS . - BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM 5 OR MORE . - METAL FIREPLACE - ELECTRICAL 001-810-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT -. MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER MECH EXHAUST H000/DUCTS . MOBILEHOME 001-810-00-00-8225 WATER SOFTNER . RELOCATION OF EA FURNACE/HEATER . SOLAR - 001-810-00-00-8226 EACH-ROOF DRAIN (INSIDE) . DRYER VENT , - . STRONG MOTION 880-519-92-33 — - — TOTAL MECHANICAL I I FIRE SPRINKLERS 001-810-00-00-8227 TOTAL PLUMBING - A PUBLIC FACILITIES FEE 320-810-00-00-8740 OTY. ELECTRICAL PERMIT - ISSUE , 5cm QT'L MOBILE HOME SETUP BRIDGE FEE 360-810-00-00-8740 PARK-IN-LIEU (AREA NEW CONST LA AMP'SWl BKR ' CAR PORT TIF 312-810-00-00-8835 - - I PH ' 3 PH , AWNING . LA COSTA TIF 311-810-00-00-8835 - EXIST BLDG EA AMP/SWT.'BKR GARAGE -9 FMF --I PH 3 PH 9 LICENSE TAX - 001-810-00-008162 REMOOEL'ALTtiR PER CIRCUIT . - MFF 880-519-92-57 TEMP POLE 200 AMPS . OVER 200AMPS TEMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT TOTALELECTRICAL ' - TOTAL , ' TOTAL FEESPAY<LE : (HAVE CAREFULLY EXAMINED THE COMPLETED' APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions olthis CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by (Imitation and become null and void It the building or work I authorized by such permit is not commenced within 180 days from the date Of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or if the building or work authorized by such permit is suspended or ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON I abandonedatanylimeaftertheworkiscommencedforaperiodoI180 dayS. STRUCTION. WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SL3NATU OWNER ç,$R4G-TORD KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 20OI, 2_Z- PHONE 0 GRANTING OF THIS PERMIT. * AN OSHA PVT IS REQUIRED FOR EXCAVATIONS OVER 50" DEE4ND DEMOUTK3N OR CONSTRUCTION OF ST=S _____________________________________________ APPROV cCII USE BALL POINT PEN ONLY &PRESSHARD TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME LI FLOOR LI CEILING SHEATHING LI ROOF LI SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING LI SEWER AND BL/CO LI PL/CO UNDERGROUND LI WASTE LI WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER LI SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND 0 UFFER ROUGH ELECTRIC LI ELECTRIC SERVICE LI TEMPORARY O BONDING LI POOL MECHANICAL LI DUCT & PLEM., E REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED.__________ FINAL I PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REQ. IF CHECKED INSPECTORS APPROVAL DATE 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 -3!0 \33 OC)T 01 C3 DEVELOPMENT PROCESSING SERVICES DIVISION •. 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill in Shaded Area Only JOB ADDRESS 2644 Madison, Carlsbad PLAN ID NO. ASSESSOR'S PARCEL NO. 203-110-39 OWNER Lisa Bentson . 3345 11/29/88 0001 01 05 Misc 135.00 OWNER'S MAILING p 0 Box 2795, Leucac1ia 92024 ADDRESS VALIDATION AREA CITY ZIP TEL. 942-5547 CONTRACTOR Owner ESTMATED VALUATION 00181000008821 CONTRACTOR'S MAILING Same as above PLAN CHECK FEE ADDRESS IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY ZIP TEL. WILL BE FORFEITED. STATE BUSINESS LICENSE NO. LICENSE NO. SUBDIVISION no LOT(S) no LEGAL DESCRIPTION That portionof Lot 46 CHECK IF SUBMITTED: ofSeaside Lands in the City of 2ENERGYCALCS Carlsbad, County of San Diego, El 21987ENERGYCALCS State of California according to FOR map thereof *1722 filed in the _2STRUCTURALCALCS - DESCRIPTIONOF WORK officeof the County Recorder of San_DiegoCountyJuly 28,192 Conversion Trom residential- to D ,/2 SOILS REPORTS office use j_o 2 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON Jim Bentson - LA COSTA LETTER ADDRESS 3076 PalmStreet SCHOOL FEE FORM CITY San Diego zip 92104 TEL.280-8173 P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE DATE Cy 0 White- File Yellow- Applicant Pink - Finance Gold - Assessor CITY OF CARLSBAD 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 60 438-5621 REC'D FROM /1 Ii Ci- DATE________________ ACCOUNT NO. DESCRIPTION AMOUNT L I ((.)(((\ __ 11£ko.j;) Y258 U8/26/81, 0001 01 0> Misc 75.00 RECEIPT NO. 97318 TOTAL FINAL BUILDING INSPECTION RCEIVEIJ CCP3 0 989 PLAN CHECK NUMBER: DATE: 1027439 PROJECT NAME: ADDRESS: 2644 ttdiBon PROJECT NO.: __________________ UNIT NUMBER: __________________ PHASE NO.: TYPE OF UNIT: Co. 2.1. CONTACT PERSON:Jim CONTACT TELEPHONE:__290-8113 _________ NUMBER OF UNITS: FIRE, PLNO INSPECTED ( DATE APPROVED ______ DISAPPROVED _________________________ INSPECTED: _____________ ______ BY: _________________________ _____________ ______ INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District Utilities PINK: PIannln : Fire FI Pip NAL BUILDING BUILDING INSPECTION i. PLAN CHECK NUMBER: __88-1594. ______________________________ DATE: 102789 PROJECT NAME: ADDRESS: 2644 Madison PROJECT NO.: _________________ UNIT NUMBER: - PHASE NO.: 442 TYPE OF UNIT: COMM- NUMBER OF UNITS: CONTACT PERSON:JiM CONTACT TELEPHONE: 280-8173 r. iRE PLNG INSPECTED DATE LI3fl7 BY: • INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ___________ APPROVED DISAPPROVED COMMENTS: N Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utiiiti : Piannin GOLD: Fire CITY OF CARLSBAD INSPECTION .REQUEST PERMIT# CB881594 FOR 11/29/89 INSPECTOR AREA PK DESCRIPTION: 1036 T.I. PLANCK# CB881594 CONVERT SFD TO OFFICE RP 89-1 0CC GRP OWWOAREF" Wit JOB ADDRESS: 2644 MADISON ST APPLICANT: BENTSON, TOM CONTRACTOR: OWNER: REMARKS: T3/MH/JIM/280-8173 SPECIAL INSTRUCTIONS: TOTAL TIME: PERNIT# TYPE CB881366 CTI CB881367 CTI CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical CONSTR. TYPE NEW STR: L: STE: PHONE: PHONE: PHONE: INSPECTOR STATUS ISSUED ISSUED ACT COMMENTS 40 ***** INSPECTION HISTORY ***** DATE 112789 112789 112789 112789 111589 103089 092989 092989 091989 091989 091989 091989 DESCRIPTION Final Structural Final Plumbing Final Electrical Final Mechanical Final Combo Final Combo Exterior Lath/Drywall Interior Lath/Drywall Rough Electric Rough/Topout Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding ACT INSP CO PD AP PD AP PD NR PD CO PK NR PK AP WN AP WN AP PK AP PK AP PK AP PK COMMENTS 29 DAMPERS SEE NOTICE NO ONE ON SITE ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: APPLICANT JURISDICTION: i7 pp (lJ1p/,çp)/: MHEcKER []FILE COPY PLAN CHECK NO: 1,5 9$' SET:7V oups LIDESIGNER PROJECT ADDRESS: PROJECT NAME: _ The plan's transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building.department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E'j The check list 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. EJ The applicant's copy of the check list has been sent to: 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 # By: . . Enclosures: ,Q&J6 ESGIL CORPORATION 0GA' .U'AA El VW E) DM -a. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JaiJ /9 1 MTh R1SD T C TIQ JURISDICTION: (1-j "'y flPLAN CHECKER []FILE COPY PLAN CHECK NO: SET:!)) DTjS []DESIGNER PROJECT ADDRESS: p,tJç/ /22D19L) PROJECT NAME: R-3 6WL).7D A -2 fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl 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. E The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. om The check list 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. The-applicant's copy of the check list has been sent to: J,yn /) . • . • a) Di4, tA Vo I - Esgil staff .did not advise the applicant contact person that plan check has been completed. LI Esgil staff did advise applicant that the plan check .has been completed. Person contacted: Date contacted: Telephone # LI REMARKS: By: IkJaLh..) Enclosures: • ESGIL CORPORATION GA • E AA 1] VW E) DM W 01191 own WARTA PLA KA UWAOR JURISDICTION: Date PROJECT ADDRESS:49 ) - TO: J/V'1 P,EL)1.9t,L) 3'a7L P1M s7 Di&i çj PLAN 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, Nationa 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. PLANS 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: _ (0, JLuJD,.74iJ :D2 To facilitate rechecking, please idcñtify, 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. C 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 p1afl3 received by plan*checker - Date 7_ plan check completed By Li)PXrE... 1`11-`187 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: 1iOlZ/L. /V, /?5 ~RIS~DCT_11 JURISDICTION: /flh 9/ L4/h2 /FnFILE COPY PLAN CHECK NO: SET: r UPS ODESIGNER PROJECT ADDRESS: 44c/'7/rlg 12//) PROJECT NAME://.;')/) jj) rz E 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 Fl with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building, department staff. The plans transmitted herewith have significant deficiencies E identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. im The check list transmitted herewith is for your information. II11 The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. EJ 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: • si!T1) EA)T4D1() 3o7 , Pppi 5) Ti)I&i. CQ 9ily • 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 # D REMARKS: By:-?3J,j /Ju_" Enclosures: )2?) JO. J47,V ESGIL CORPORATION E GA • El AA ffVW 0 DM JURISD1CT ION: 4/L/4I Date PLAN CORRECTION SHEET 'lanGieck No.__________________ FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nationa] 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 enforcedby 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. PLANS 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: D To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet h, been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plan, received by plan checker__________ Date plan check completed YY By Ee (\C&Pfli?P-rs Jc). ExPTO,J _- VA i9s _____ () ir ,i Pi,J car. 3/,4',€. - Rr / ,.) (.7 () Dim'c,-Lc,'J &Q0C 37p/23(T i9bJACtU7 7D (7AgA/7c Pjerio) /Ce")S A L4L'U4 OS- /c) 72 /-, 4RE 7Z1 hOT A'fZ7 7W$ I (1: 5.W 7iO,J P7& 7- ','j —. (/1 -P) c//)(A) 1 ,i-f1i),tki /,(J / )7, )L /or ii ore_) - (I2 V7T P/TZ/c' 'éT/D,) SJJ iê ,-.. LSeD IF ô 4)07E Z EdW7ic. '1'.) .,j'Th' 0-1i ' ,4C- PLAS r/C 5A LI (7147S , ' 3,) s / i c PiW j:-re56 Ppg)WhT A-&177i) &'-t i i)rio.. D 7- /,j AJ)'-US. S N rALi4 r ew WirFOR - fieft /Y S .44 • Ff12) PLiz) $Ahw. 12 ,)JLY S Nw ,b1A1 t.9€- A)i so 12'UtM AiiiJ #J ii #?-- -___ _____ ,— R1ocfrreD. Pbi9 - e1r ,DLA • 70 /2eO. AM OjJ< 07I L DOL$ uor c,,'piJ Ai7Hrnz~ 41W&FU) !CijMfl-k!Y &ivS 7 ,6E- 0# tffC/i'-1' 45 4 "r7 . C.!)/fT. •ms .se--. 3o) D PP!/. 67.)f( 7/1.- Dri,e 3/z uet ,a,_- z Z # iPPii /z4J)iIELV 70 / i't/ ,Q iie ±/ 7) /7,4), P- FLoo- PL-) W//JDos jj -), Poo ip gjJt/7V wzc IJXII4P. ~i PAurrE,JrS iiFA( IO Pik'i)4 sPi'c 77 FI)F A 3(72-i 7 .Jt) ô PA6 - • LJILL /I)i LL.cLJ IA'irJ-ri/- 77) P,2-u,j f5S PLfO 9"/AiJD//J 47 77)/2 ,- Z).i £.. 77i) - 1(4) ) /&IJ A-T ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 T OMCKER TION DFILE COPY t UPS flDESIGNER DATE: Fe F JURISDICTION: p PLAN CHECK NO: SET: PROJECT ADDRESS: PROJECT NAME:#Ji3J J))JEi9'i" _T' 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. Ej 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. fl 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: JJV7 367 fPi STh..ET k3 i4- 9io9 fEsgil staff didnot advise the applicant contact person that plan check has been completed. E) Esgil staff did advise applicant that the plan check has been completed. Person contacted: .J1ri 3iroii Date -contacted: Telephone #eO-gI73 REMARKS: By: Enclosures: Fii,Y ESGIL CORPORATION /. -/-?? RZ 1L?"' JURISDICTION: ,5,a ,J J? 9/ô5' PROJECT DATA OCCUPANCY: JUDDG USE: 0 TYPE OF ja.J(IO:V A) ACTUAL AM: Date plans received by jurisdiction://9 77 Date plans received by Esgil Corp.: Date initial plan check completed: J7By: .f/LL,J /jPrMP_ 9 Applicant contact person: urn Tel. cQPb/73 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 disabled. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1985 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1985 Uniform Building Code, the approval of the plans does, not permit the violation of any state, county or city law. STORIES: / HKI OCCUPANT LOAD: REMARKS: Per Sec. ,ç LI . -I To sneed up the recheck process, note on this list for a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PACE NUWWS ARE- r IN SJCE AS PAGES HAV33IG RD I O)cxICIS W13M IWIJIP7i. List No. 80, GENERAL COMMERCIAL, WIThOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS A. PLANS '. Provide a note with the building data legend 1. Please make all corrections on the original / s stating that yards used for area increases tracings and submit two new sets of prints, and shall be permanently maintained. any original plan sets that may have been / returned to you by the jurisdiction, to: 4). Provide a note on the plans indicating if any hazardous materials will be stored and/or used Esgil Corporation, 9320 Chesapeake Drive, within the building which exceed the Suite 208, San Diego, California 92123, quantities listed in UBC Table 9-A. (619) 560-1468. C. SITE PLAN 2. Please make all corrections on the original tracings and submit two new sets of prints, and ),. Provide a fully dimensioned site plan drawn to any original plan sets that may have been / scale. Show north arrow, property lines, returned to you by the jurisdiction, to: easements, streets, existing and proposed buildings and structures. The jurisdiction's building department. 12. Provide a statement on the site plan stating: B. (AL "All property lines, easements and buildings, both existing and proposed, are shown on this ,. S Provide the site address and a vicinity sketch site plan". on the Title Sheet. 13. Clearly designate on the site plan existing 3. Provide the names, addresses and telephone buildings to remain, existing buildings to be numbers of the owner and the responsible design demolished, buildings to be constructed under professionals on the Title Sheet. this permit and any proposed future buildings. CstsF /P Pj$ 4E AJELJOR.. 41i*) 5. All sheets of the plans and the first sheet of the calculations are required to be signed by 4. o Clearly designate any side yards used to justify increases in allowable area based on the California licensed architect or engineer Section 506. responsible for the plan preparation. Please include the California license number, seal, j 5. Show on the site plan all proposed walls, date of license expiration and the date the retaining walls and fences. Specify their plans are signed. Business and Professions heights on the plans. Provide construction Code. details if a part of this permit. ,4.. Indicate on the Title Sheet whether or not a 1/. Clearly dimension building setbacks from grading permit is required for this project. property lines, street centerlines, and from Show on the Title Sheet all buildings, all adjacent buildings and structures on the site plan. structures, walls, etc. included under this application. Any portion of the project shown 17. / Show and dimension on the site plan all on the site plan that is not included with the including building projections eaves, building permit application filed • should be balconies, cornices and similar appendages clearly identified as "not included" on the extending beyond the exterior walls. site plan or Title Sheet. Show on the site plan, or provide the grading Q Provide a Building Code Data Legend on the plans, showing finish floor elevations, Title Sheet. Include the following code elevations of finish grade adjacent to information for each building proposed: buildings, drainage patterns and locations and gradients of cut or fill slopes. 'Occupancy Group ,"Description of Use 19. Show dimensioned parking layout including any Type of Construction required disabled access spaces. 'Sprinklers: Yes or No Stories 3(). Show the location of any designated flood "Height plains, open space easements, or other Floor Area development restricted areas Son the site plan. Justification to exceed allowable area in Table 21. Provide a reference on the site plan to any 5-C. (if applicable) details or specifications for required site improvements to comply with the Title 24 Justification to exceed allowable height or disabled access requirements. stories in Table 5-D. (if applicable) 7/29/87 2 D. LOCATION ON FROnxrx Zt. When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided, if the combined area of the buildings is within the limits specified in Section .505 for a single building. If this acception is used, show how the building(s) will comply with Section 505. 2. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the exisiting building meet the criteria of Table 5-Aand Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). 25. The exterior walls less than c1) feet to a property line or an assumed property line, shall be - ire-rated construction. Section Exterior walls shall have a 30 inch parapet when less than /0 feet to a property f line or an assumed property line. The uppermost 18" of Such parapets shall be noncombustible. (see exception, Section 1709.) 2 The exterior wall shall have protected openings (3/4 hour) when closer than JD feet to a property line or an assumed property line. Section 7 03. The exterior walls shall have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. 3 Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. 3/. Projections over public property must comply with Chapter 45. Projections may not extend more than one-third / the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). 34. Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). 3/. When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedetrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required -to be protected. Section 3305 (i). 38. Exteror stairways shall not project into yards where protection of openings is required. Section 3306 (n).4RLiCJ?fe17if Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). L4. Structural elements exposed in walls required / to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. 41. Openings . for scuppers, mechanical equipment vents, foundation vents and similar openings ' have to be protected where openings are required to be protected. Table 5-A, Suction 03. E. BUJIDING AREA When a building has more than one occupancy,- the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. 7/29/87 3 ~7_ Parapets of area separation walls shall have 68. noncombustible faces for the uppermost 18 inches, including couriterf lashing and coping materials. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. ,0 Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 14304 (e). B. See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. 6). Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). G. mm.DDG HEIGHT/SMRIES 1. Clearly show the maximum building height based I on the definition in Section 409. . Clearly show if the lower level is a basement I or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. The height and number of stories cannot exceed i that shown in Table 5-D. Show the code basis for the height/number of stories as shown. 45. One additional story would be permitted beyond I that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. B. FM-RZSISTrVI a)NsmIoN 6/. Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums, constructed in accordance with Section 1715. Section 508. 7,tc. Detail and reference ICB0 number or other / approval for horizontal fire assembly using trusses. Section 4303 (b) 6. '1. Detail how fire-resistive wall and ceiling / protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303 (b) 6. 7/. Roof/ceiling and floor/ceiling assemblies must / be of one-hour construction. Detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire- Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. IJBC. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). Detail pre-fabricated fireplace flues within f individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). ]5. Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. 4. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. 7/29/87 5 316. Total width of exits in feet shall be not less. than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained. 1/7. No point in the' building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions). 11. 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)- 114. Exit doors should swing in the direction of / egrees when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors 120. Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3304 (c).] ]4l. 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. 12. All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. 1?3. 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). :1)24. The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 .(b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door 115. Regardless of occupant load, a floor or landing / not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (h). 126. When a door landing serves an occupant load of / 50 or more, doors in any position shall not reduce the landing dimension to less than one. half its required width. Section 3304 (i). 17. Door landings shall have a length measured in / the direction of travel of not less than L4 inches. Section 3304 (i). B. 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). 1/9. 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). ljO. Ramps required by Table 33-A shall not exceed I 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required' for stairways. Minimum size landings and landing clearances must be provided. Section 3307. L. STAIRWAYS 1/1. Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). Seventy eight inch minimum headroom clearance / for stairways should be indicated on the plans. Section .3306 (p). Note that this is from a plane tangent to the stairway tread nosing. Stairway handrails should not project more I than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). 434. Enclosed usable space under interior or exterior stairways should be protected onthe enclosed side as required for one-hour fire- resistive. construction. Show 2 x @ 16" o.c. mailers. Section 3306 (ci) (m). 1/5. Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (i). 126. Stairways froii upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). 137j. Vertical distances between stairway landings I are limited to 12 feet. Section 3306 (i). 8/15/88 8 13. All interior stairways and ramps shall be enclosed. In other than 11-6 and I occupancies an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). 139 Stairway riser must be 4 inches minimum and '7 inches maximum and minim= run shall be 11 inches. Section 3306 (c). See the exception for private stairways serving less than 10 occupants. 1/0. Winding and spiral stairways are permitted only in residential occupancies. Section 3306 (d). i41. Stairways should be enclosed as specified in I Section 3309: Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. construction, and in all buildings over four stories, and one-hour elsewhere. Only exit doors are allowed to open into exit enclosures. C. Doors should be labeled one and one-half- hours or one-hour fire assemblies. Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. Usable space is not allowed under the stairs. 2. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). 143. In buildings four or more stories, one stairway must extend to the roof. Section 3306 (a). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 Shall be included in determining the number of stories when determining if a stairway to the roof is required. Section 3306 (o). 1L.4. Handrails: a. Handrails are required on each side of stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). Private stairways (1 tenant) need only have a handrail on one side if 30" or less in height. . Stairways with less than four risers that I serve one individual dwelling unit need not have handrails. Handrails shall be 30" to 34" above nosing of treads and be continuous. ()Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. f. All stairs shall have handrails terminating in a newel or safety post. Section 3306(j). Note: Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing where disabled access is required. 145. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). 1J.6. Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306 (1). 4.7. Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. See exception above. Section 3306 (1). lI8. Buildings four or more stories in height shall j have a stairway numbering system complying with Section 3306 (q). 8/15/88 9 N. (X)RRIDOS 149. Corridors and exterior exit balconies serving 10 or more occupants must be aminimumJ, inches wide and 7 feet high to the lowest projection. Section 3305 (b). 10. When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). 11. Corridors serving 30 or more occupants shall / have walls and ceilings of one-hour I construction except: Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. Exterior sides of exterior exit balconies. C. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). 12. One-hour fire-rated corridors shall have door f 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). 13. Total area of all openings, except doors, in I any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). 14. Elevators serving more than two stories shall not open into required one-hour exit corridors' unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. 45. Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). One-hour corridors shall not be used as an / integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). 17. Provide a complete architectural section of / the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). l. Ceilings of combustible materials cannot be I suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). 19. Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). ]60. When two exits are required, dead end I corridors and exit balconies are limited to 20 feet. Section 3305 (e). N. ECCr SIGNS 1 'l. Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314 (a). 162. Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). 14g. Show that the power supply for exit I illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313 (b) 1. 14. Show separate sources of power for exit I illumination and exit signs. (Occupant load exceeds 999 in A-1, 500 in A-2/2.1, 750 in churches, 100 in Its and 500 in B-2 occupancies used for retail sales or offices). Section 3313 (b) 2. i/s. The exit sign locations as shown are not adequate. 0. ELEVATORS i4. Elevators shall be enclosed in a one-hour ( shaft except. in Type I and Type II F.R. construction where the elevator shall be in a two hour shaft. Elevators in other than Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. Section 1706. 8/15/88 10 117. Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. 14. Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. A9. Elevators in high rise buildings shall comply with Section 1807(b). 4. Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car. Section 5106. 2. Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). 13. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. 474. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). One elevator in buildings more than three Stories or buildings where disabled access is required to upper level(s): 61-8" by 4'-3" with a minimum clear opening width of 42". Elevators other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. Elevators other than in (a) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 2 feet 8 inches. P. (LASS AND (LAZING 75. Specify on the window schedule the glass type and thickness to show compliance with Table 54- A and B. 6. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glass in excess of 9 sq. ft. with the lowest / edge less the 18 inches above a walking surface shall be safety glaring or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 () 7. Q. ROOF (Y 0178-A fire-retardant roof covering is 1equired. See exceptions under Section 3202')(b). ue ce-1f'8'.4.-'j 179 Specify roof pitch. 1 . Roof pitch is not adequate for roof covering specified. Specify minimum pitch of 16182- Specify roof material and application. Specify ICB0, UL or other recognized listing approval number for roof materials not covered in UBC. l3. Specify roof slope for drainage or design to support accumulated water. Section 3207 (a). 04. Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). l$5. Show the legal basis to allow roof drainage to I flow onto the adjacent property. 46. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 12 (9,000 sq. ft and 100 LF, if sprinklered). Section 2516 (f). l7. B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. V188. Provide skylight details to show compliance with Chapter S4 and Section 5207 or provide IB0 or other recognized approval listing. PLJ1I.1.bT Pt1nai7D l9. Provide plastic roof panel details to show compliance with Section 5206 or provide ICB0 or other recognized approval listing. 190. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). 191 Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). 8/15/88 11 R. FIRE crii&nI Fire sprinklers are required for any story or ( basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). 3. Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. 116. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). ]47. Provide fire sprinklers in drinking and dining establishments when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 (c). 18. Provide fire sprinklers Section 506, 507, 508 or 3802. See also jurisdiction ordinance. S. FOUNDATION 2c.. Provide a copy of the project soil report ( prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. 29'2. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. 2 '3. Provide a letter from the soils engineer I confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). The foundation plan does not comply with the I following soil report recommendation(s) for this project Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. #6. Note on the foundation plan that: "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: the building. pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; 19. When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote', station service, or shall be provided with a 2Q7. local alarm which will give an audible signal at a constantly attended location. Section 3803. c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chanter 29. 21 0. Provide class ______ standpipes per Section 208. Show height of all foundation walls. chapter 3807. A first story as allowed by Section 702 23. E flA-ALo £1 s2.1 £m°-J LDc.4rkDi) shall be included in determining the number of 0F &)LLi 940 stories when determining if standpipes are a Show height of retained earth on all required. Section 3806. foundation walls. chapter 23. 9 Xi.sid6 236. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. 211. Note on the plans that wood shall be 6 inches above finish grade. Section 2516 () 7. 8/15/88 12 2. Note on plans that surface water will drain 1 away from building and show drainage pattern and key elevations. Section 2905 (f). 2 3. Dimension foundations per Table 29-A. TAal.L NO. 4.- OUND&TON$ FOR STUD 0EA3NQ W&LLS-M4I0iUU kEOU1AEENTS'' rMAO rit OF I WOOD"I I THICKMM OF RI TnI I I I WVT 0, I POCTWU I I I I 0' POOThI I WITU..LD I I 0IN I I I I I 161 611216 121 I '2 I & I I '7 I I I 110 s1 * 14 nmea.nnl ccditiun f,ngz cizinw an found. louans and Faladjeinun thai! be aa ,nqued in Socuot 2907 (o rrht pound unda the now any be inaoend io the dc.iuiou of the lop of lb. I 'F-'-. any aupçen, a .votia ad&iou 106ue ia4ra1aad anaber of neon. . ap roots only abel! be is unq od far oupponaj am fl. 24. Note on the plans: '10n graded sites, the top I of any exterior foundation 'shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show. compliance. Section 2907 (d) 5. 2f5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 2/6. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). 2/7. Specify size, ICB0 number and manufacturer of ( power driven pins. Show edge and end distance and spacing. Section 306 (f). 28. Show size, embedment and location of hold down I anchors on foundation plan. Section 2303 (b) 4. L9. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. 2). Show adequate footings under all bearing walls and shear walls. Section 2907 (d). 2/1. Show stepped footings for slopes steeper than 1:10. Section 2907 (c). 2/2. Show minimum 18.inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. 23. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 224. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 225. Show minimum under floor ventilation equAl to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. 24. Specify that posts embedded in concrete shall I be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. I. MAS0(RY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). 23A1. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. U. FRAMING Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. 4-.A o. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. (.ouioC in'PETE Fz..ôae. F(4 LJA)v Provide a special inspection section on the plans listing all structural elements requiring special inspection by U.B.C. Section 306, $ 235 Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 2 '6. Note cross bridging or blocking. Floor joists f and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506 (h). '8/15/88 13 237. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. 2. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 29. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 20. Bearing partitions, perpendicular to joists, I shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced / not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 1 45 degrees to the horizontal. Section 2517 (Ii) 5. Show 1/2" minimum clearance between top plate I of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 24.4 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud . walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. 0 a all interconnections between concealed vertical and horizontal spaces such as occur at soffits dtj ro ceilings and cove ceilings;OJCW in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls wider the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud site and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 10'; non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201 . Table 25-R-3. 2j8. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 2. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 250. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). 2.. Detail shear transfer connections, including I roof and floor diaphragms, to shear walls. Section 2513. 22. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 2 I 4. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Section 302 (a) 7. 27. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. $ S Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7.DFFIC( f Lop E. / c+Airui.)t, L.L. 29. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302(a) 7. V 260 Show on the plans all structural requirements developed in the structural calculations. 8/15/88 14 24. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent Structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. 262. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Specify plywood grade.and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs, are less than 14" framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). 248. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). 29. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 20. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). V. MIS.L&NS 2t 1. Parking garages shall have an unobstructed headroom clearance of not less than 71 -0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). 2j2. Show light and ventilation, for areas customarily, used by people, will comply with Section 605. Dwith Provide details of restrooms to show compliance Section 510 (b), regarding floors, walls and showers. 24. Provide restrooms for each sex if the number of employees exceeds 4 and both sexes are employed. Section 705 (8 occupancy). 27. Show unenclosed floor and roof openings, open and glazed sides of landings -and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail, through which a 6" sphere cannot pass, and designed for 20 lbs. per un. ft. applied horizontally at top rail (50 lbs. for exit' facilities serving more than 50). Section 1711. Table 23-B. 2/6. Provide platform and stage construction, I including occupancy separations and roof vents, as per Chapter 39. 2f 2/7. Pedestrian walkway shall comply with Section 509. 8. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. 27. Show that aisles and seats comply with Sections 3315 and 3316. 20. Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. 'The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. T 24 HANDICAPP) AS 281. Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. ENERGY CZ)NSVATIC h2. Provide mechanical plans, plan details, / calculations and completed forms to show compliance with state regulations for energy conservation. 2 '3. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 284. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". 8/15/88 15 285 Please see additional corrections, or remarks, on the following page. 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, plea contact EiLgjJ J p tttTh at Esgil Corporation. Thank you. Enclosures: fR))vscc CWETFJ I.WC-1 /9J no f4PPu oFL/oafTP.(. 7 - Jo7e k) r-0 (=--a 4fxrE4e/ jp s /r1) A /7!1J4- / AJELA) 77E A)voPc PE/J ALJO E/JEE(i'v' Af2.Øi4 -p (E osJ Pk-AO FLO,C7U1- )JC,1.1T L.'Jf+TThE1 08/15/88 1 16 TITLE 24 HANDICAPPED ACCESS CORRECTION LIST - 2(0 V'/ 07D100 ______ Item numbers circled below are required for this project. See Title 24 2-n Ob. il. Circled items do not app!y to floors which are not required to be ban. dicapped accessible. flc'l'erences to section numbers with prefix -2" arc to Title 24, Fart 2 State Building Codes), 1955 Edition. Prefix '•3' is for Part 3 (State Electrical Codc). Prolix "5" is for Part 5 (State Plumbing Code). Exemptions claimed for any itejr shall be requested in writing and shall include all data needed to dot erutinc "unrL'asernabie hardship" as described in Section 2.422. SITE DEVELOPMENT HANDICAPPED PARKING SPACES '. See Approved Parking Plan for layout. (Fig. 2.71.1) Provide I handicapped spaces. (2.7102a) c. Space shall be so located that handicapped persons are not com- pelled to wheel or walk behind pakcd cars other than their own. (2.7102c) At: t)l.St Lc..1/Dk) Parking space shall be a minimum of 9 ft. a 18 ft. with adjacent 5 It. loadingzone. Double space shall be 23 ft. wide. (2.7102b. Fig. 2-71.1) e.ov,.oi UEA)S.iltLL5 Maximum slope of parking surface in any direction shall not ex- ceed V." per foot. (2-7102d) (•j.) Parking space(s) shall be identified with the International Syrn. bol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 35" a 36"). (2.7102e). Entrance to parking facility or structure shall also have durable metal sign stating that unauthorized vehicle(s) parking in han- dicapped space(s) may be subject to tow-away. (2.7102e) Entrance to and vertical clearance within accessible level of park. ing structure shall be 8 ft. 2 in. to any structural member, duct or pipe. (2.71021) CURB RAMPS (13 Curb ramps shall be located wherever pedestrian path crosses curb. (2.7103a) Curb ramp shall be 48" mm. width (2.7103b) with maximum slope of I in 12. (2.7103c) A level 48" mm. depth landing is required at top of curb ramp over entire curb ramp width. (2.7103d) () lI.no landing is provided, the slope of flared sides shall not ex- ceed lin 12. (2.7103d) e. Surface is to be slip resistant. (2.71031) f Border markings shall be 12" wide of 1/4 a % grooves, %" apart. located at top and sides. (2.7103h) WALKS Site development and grading shall be designed to provide ac- cess to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. (2-71012) Walks sloping greater than (1 in 20) must comply with ramp requirements of sect. 2.3.307. (2-332S.ell (s') Walk width shall be 48" minimum. (2.3325a) d'. The maximum cross slope shall not exceed Y.' per foot. I' (2.3325a.3) ,A. Cratings are not allowed whenever possible. (2.3325b) I. At each gate or door a 60" x 60" level area is required when the gate swings toward the walk. (2-3325e) A 24" clear space is required at strike side of gate or dour. (2.3325c, Fig. 2.33.2) A 48" a 44 deep level area is required when the gate swings away from the walk. (2.3325c) PEDESTRIAN RAMPS A path of travel with a slope greater than 1 in 20 shall be con- sidered a ramp. (2.3307a) . The maximum slope shall be I in 12. (2-3307c) @ The width shall be 48" minimum. (2.3307b.3) () A 60", intermediate landing is required at maximum elevation change of 30" and 72- landing at each change of diretinn (over 30°). (2-3307d.1) Landings are required at top and bottom of ramps. (2.2307d.1) (D (Fig. landing shall be minimum o172- in the dizcction of travel. (Fig. 2-33-11 A) (') Top landing shall be 60" a 60" minimum. (2.3307d-2) When door swings on top landing, minmum depth of landing required is door width plus 42". (Fig. 2.33-1A) /. Top landing shall have 60" mm. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. (2-3307d.4) j. Ramp handrails are required on each side of ramp, when slope exceeds I in 15. (2.3307e) () Ramp handrails shall be continuous, located 30"-34" in height above ramp s1rface, with 12" extensions beyond top and bot- tom, and the ends returned. (2.3307e) Handrails shall be 1-1/4- to 2 cross section, spaced mm. of I.,/:- from wall. (2.3307e) A 2" high curb or wheel guide rail centered 3" plus/minus 1" above ramp surface is required on both sides where not other- wise bounded by walls when the ramp exceeds 10 feet in length. (2330Th) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels. In lieu of elevator, when the vertical distance between landings, structural elevator, struc- tural design and safeguards are as allowed by the State of Califor- nia, Dept. of Industrial Relations, Div. of Occupational Safety and Health. (2.5306a) DA 2/4/88 7'. HAZARDS a. Provide 80" headroom From walkway surface to any overhang. ing obstruction. (23326b) b. Headroom o(80" minimum shall be maintained for walks, cor ridors, aisles, etc. (2.5:21.2) c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, cor- ridors, etc. (2.5221.1. Fig. 2.5.7) d. Objects with protruding edges below 27" above finished floor may protrude any amount. (2.5221.1) e. Free standing objects mounted on posts between 27" and SO" above the floor may project a maximum of 12'. (2.5221.1) I. Abrupt changes in level exceeding .4" adjacent to walks. except between walks and adjacent streets or drives. shall be identified by 6" high warning curbs above walk surface. (2.3326a) ENTRANCES AND CIRCULATION ENTRANCES, DOORS, VESTIBULES AND CORRIDORS All primary entrances to buildings shall be accessible to the ban. dicapped. (2.33011) All required exit doors shall have 32" clear opening at 90° (35" door). (2.3304e.1) f. At least one of pair of doors shall meet the mitt. 32" clear en. I trance width requirement. (2.3304e.3) () Threshold shall be no higher than i/a" above the floor. Edge to be beveled with a slope no greater than I in 2,11 more than /4". (2.3304h.1, Fig. 2.33.5) Exterior level landing may slope up to ½ per foot in any direc- tion for surface drainage. (2.413) Door hardware shall be of the lever or push type, mounted 50" to 44" above the floor and be operable with a max. effort 0(8.5 lbs. for exterior doors and 5 lbs. for Interior doors. (2.3304c-3. 2.33041.2) The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. (2.3304m) Building entrance(s) shall be identified by sign with the Inter- national Symbol of Accessibility. Show location on the plan. (2.522b.7) The symbol shall be a white figure on blue background. (2.522b.2) At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. (2.3304n) J There shall be a clear area on each side of door, 60" deep in direc. ( tion of door swing and 44" deep in opposite direction of door swing; (2.3304h.2) Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 15" past strike jamb for interior doors. (2.3304h.2) SAfREftri The space between two consecutive doors (vestibule) shall pro. vide a mm. of 48 clear depth between the open door and a se- cond closed door. (2.3304h-2D. Fig. 2.33.5A) Doors In a series at a vestibule shall swing in the same direction, or away from the space between them. (2-3304h-20) Corridors shall be 44" minimum In width or as required by oc- cupant load. (2.3305b.1) For corridors over 200 feet long. see special requirements of Sec. 2.3305b.2. (Fig. 2.33-6) /. FLOORS a. floors of a given story shall be a common, level throughout or shall be connected by pedestrian ramps, passenger elevators, or special access lifts. (2.522e) 9. AIRWAYS a. Treads shall have smooth, rounded exposed edges and be slip resis- tant. (2'3306s.1) Nosing shall not project more than 1½" past face of the riser below. (2.3306s.2) ec. Risers shall be sufficiently solid. (2.3306s.3) d The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. (2.3306r) On exterior stairs, each tread shall be marked as noted above. (2.3306r) Handrails are required on each side of stairwa'. (2.3306j.2) g. Handrails i)1 be located 30" to 34" above nosing, extend 12" beyond top riser and 12" plus tread width beyond bottom nos. ing and returned to wall/newel post. (2.3306j.2) Handrails shall be 11/4- to 2" in gripping cross section and 1W' clear of wall. (2.3306.2) ELEVATORS a. See Chapter 51 of UBC for ear size. Passenger elevators in buildings other than those listed in Chapter 51 of UBC Sc vihç'pn occupant load of more than 50 shah have a car size 68" wide by 51" deep with a mitt, clear opening width of 36 (2.5103m.2B1) Passenger elevators in buildings other than those listed in Chapter 51 of UBC servinc an occupant load of 50 or less shall have a car size oi54'wide by54 deep with a minimum clear opening width of 3. (2.5103m-2B2 3) Raised Braille marking and Arabic numerals are required on con. trol buttons and door jambs. (2.5I03m) SANITARY FACILITIES () TOILET FACILITIES ACCESS /. V'hert located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511 a-3) $. Doorways shall have 32" minimum clear width. (2'Slla.5A) c. 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- posite direction of door swing. (2-5112.53) i1h. MULTIPLE ACCO1ODATlON TOILET FACILITIES Provide clear area 60" diameter a 27" high . or clear space 56-x 63" a 27" high. (2.511a.6A) Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. (2'5112.6A) C. Provide 28" clear space between water closet and fixture or 32" clear space between water closet and wall. (2.51l.68) d. A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. (2.511a.613) e. Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be sell. dosing and swing out. (2.511a.6C) DA 2/4/88 SINGLE ACCOMODATION TOILET FACILITIES 1• , Water closet shall be located 28" from a fixture or 32" from a wall. (2.511a-7. Fig. 2.5.1A) b. Minimum clear space in front of water closet shall be 48". (2-511a.7, Fig. 2.5-IA) C. 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 I at rear 3 long centered on water closet: both mounted 33' above floor. (2.511a-SA) Bars shall be 1%" to 1'!:" in diameter with IV." clearance to wall. (2.5112-SB) Bar fasteners and mounting support shall be able to withstand 250 lbs./ft. in bending, shear and tension. (2.511a.8C) 6) WATER CLOSET /. Height of water closet seat shall be ir to 19" above floor. (5.1502) () The force required to activate the flush valve shall be 5 lbs. max- lnsum. (5-1502) I6. URINALS Where urinals are provided, the rim of at least one shall project IC from the wall and be located 17" 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) Provide 30" x 48" clear floor space for forward approach. (2.sllb.4) (j) LAVATORIES ,A. Provide 30" a 48" dear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. (2.511b.1A) 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 ir 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-closing valves to remain open for at least It) seconds. (5-1504e) TOILET ROOM ACCESSORIES Mirror bottom edge shall be located 40" maximum above floor. (2-511 b- I B) () Toilet tis.suc dispensers shall be mounted within 12" from the front edge of toilet seat. (2.51 Ib.3. Fig. 2-5-IA) '. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. (2,511b.2) (IJ SANITARY FACILITIES IDENTIfICATION 'On doorways leading to sanitary facilitiesthe symbols o be pro. vided are 12- Equilateral Triangle for men. 12" Diameter Cir.. dc for women, and 1" thick, centered on door. 60" high con- trasting color. (2.51)a.5C) 2,,4. BATHING FACILITIES a . One such facility shall comply when provided for the public. clients or employees. (2-511 a-9) b. Shower compartment shall be 42" wide, 48" deep. with a 36" wide entrance. (2.51 la.9A1) c. 'Note on the plans that the handicappped bathing Facilities shall conform to requirements of Sect. 2.51 la-9, 5.1505-B and 5.1506. GENERAL REQUIREMENTS 3/1. DRINKING FOUNTAIN The alcove in which the water fountain is located shall be not lees than 32" wide by 18" deep. (25llc, Fig. 2.5.3) Note on the plans that drinking fountain shall conform to re- quirements of Sec. 2.511c and 5.1507. 2. PUBLIC TELEPHONE Provide space 30" a 48 for forward or parallel approach to telephone. (2.511d2) Note on the plans that public telephones shall conform to re quirements of Sec. 2.511d. 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 36" nor more than 4$" above the floor. (3.380-8c) CROUP A OCCUPANCY REQUIREMENTS 2/. AUDITORIUMS. ASSEMBLY HALLS, THEATERS. ETC. Seating and toilet facilities for the handicapped shall be accessi- ble from the main lobby or primary entrance. (2-61lb-I) This structure requires wheelchair seating spaces. (2-61 ib-IAI) c Each wheelchair space shall be SO" a 30 and level. (2.611b.1A2)' d. When the seatiIg capacity exceeds 300, the wheelchair spaces shall be in more than one location. (2-611b.1A2) e. This structure requires seats for semi-ambulant per- sons. Clear leg space shall be at least 24". (2.611b.IB) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. (2-611 b. 2. 3) DA 2/4/88 2. STADIUMS.. GRANDSTANDS. BLEACHERS, PAVILIONS. GYMNASIUMS This 1d1ity requires wheelchair seating Spaces. (2.611c-l) When the seating capacity exceeds 300. the wheekhair spaces shall be in more than one location. (2.611b.1A2) Ticket booths must be accessible from both sides. (2.611c.2) Participation areas such as ball courts. exercise rooms, tracks and clubrooms must be accessible. (2.611c.3.4) Spectator and participant sanitary and locker facilities must con- form to the requirements of Chapter 2.5. (2.611c,5) DINING, BANQUET AND BAR FACILITIES Access shall be provided at primary entrances. (2.611d.1) Wheelchair access shall be provided to all areas where each type of functional activity occurs. (2.611d.2) This facility requires wheelchair seating spaces. (2.613d.3) The ratio of removable seating arranged to permit use by wheelchair occupants is I per 20 and based upon the total number of seats provided. (2.6) Id-3) At least one wheelchair seating space shall be provided for each dining, banquet and bar area. (2.611d.3) Access to wheelchair seating spaces shall be provided by 36" minimum clear width main aisles. (2.611d.3) Cafeteria line aisles shall be a minimum of 36' clear width. (2.61 Id.4) Is. Access to food preparation areas shall comply with provisions for entrance doors and doorways contained in Sect. 2.3304. (2.6lld.6) I. Restrooms and power rooms shall conform to the requirements In Sect. 2.511. (2.611d.5) 4. RELIGIOUS FACILITIES Sanctuary areas shall be accessible. (2.61Ie.1) Provide ____________ wheelchair seating spaces in the sanctuary. Use Section 2.611b.IA. (2.611b-IA) Provide wheelchair ace= to rised platforms, choir rooms, choir lofts, performing areas and other similar areas. (2.611e.1B) Assembly areas shall be made accessible. (2.611e.2) Enclosed and unenclosed platforms and stages in assembly areas shall be made aceible. (2.611e.2) 1. Classrooms and offices shall have entry doors that conform to Chapter 33. (2.611e.3) g. Sanitary facilities shall conform to the requirements of Chapter 2.5. (2-611 e-4) CROW' B OCCUPANCY REQUIREMENTS 11 1 Croup B occupancies used for assembly purposes but having an occupant load of less than 50 shall conform to all the requirements for Group A oc- cupancies covered in Section 2.611. (2.712d) %'8. BUSINESS AND PROFESSIONAL OFFICES, PERSONAL AND I PUBLIC SERVICE FACILITIES Client and visitor areas, office areas and related toilet rooms shall be made accessible. (2.712b-2A) Conference rooms, counseling rooms or cubicles and similar areas shall be made accessible. (2.712b.213) e. Employee work areas shall have a 36" minimum clear access. (2.712b.2C) 9. SALES FACILITIES Ceneral sales, display and office areas together with related toilet rooms must be accessible. (2.712b.3A) Sales employee work stations shall be located on accessible levels. Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations shall be accessible. (2.712b.3B) e. This facility requires check stands accessible to the physically handicapped. based upon I for S checkatands or less, 2 for 9 or more. (2.712b.3C) - Where quick cheek stands are provided, at least one shall be ac cessible. (2.712b.3C) Cheek stands shall be made accessible by providing a 3 aisle on the customer side of the stand. (2.7 12b.3C) F. Accessible check stands shall be identified by the International Symbol of Accessibility and shall state. "This cheek stand to be open at all times for disabled customers". (2.73 2b.3C) 3 j. RETAIL GROCERY STORES (Requirements are stated In AB 179, / effective July 1, 1964.) Toilet rooms must be provided for the public In stores contain- ing more than 20,000 sq. ft. of floor space. The toilet rooms for the public may be the same as those provid. ed for the employees. e. Separate facilities shall be provided for each sex. Handicapped requirements shall be satisfied. Doors shall be self closing. If. Hand washing facilities shall be provided in or adjacent to toilet rooms and shall be equipped with hot and cold water. S. Hand washing detergent and sanitary towels or hot-air blowers shall be provided in permanently Installed dispensing devices. I. SHOPPINC CART THEFT PREVENTION BARRIERS Public entrances and exits shall be accessible to-and usable by the handicapped. (2.712b.3E1) . Barriers shall provide a 32" clear width opening for handicap. ped Ingress and egree. (2.712b.3E2) C. Note on the plans that shopping cart theft prevention barriers shall comply with the requirements of Sect. 2.712b.3E. DA 2/4/88 ~2. FITTING OR DRESSING ROOMS Where fitting/dressing rooms are provided for male or female customers, one for each type shall be usable by the physically handicapped. (2.712b.3F) Minimum dimension of room shall be 60" x 60". (2.712b.3F) Bottom of the mirror shall be located within 20" of the floor. (2.71 2b.3F) Height of clothing hooks shall not be greater than 48" from the floor. (2.712b.3F) 3. POLICE DEPARTMENT, LAW ENFORCEMENT, FIRE DEPART. / MENT FACILITIES AND COURTROOMS A. Office areas, conference rooms, classrooms, dispatch rooms and similar areas and related sanitary facilities shall be accessible. (2-712b.6A) Detention area visitor rooms shall be made accessible. (2.712b.6B) At least one detention cell facility with supporting sanitary facilities shall be made accessible. (2.712b.6C) Courtroom areas including judges' chambers and bench, counsel tables, jury box, witness stand and public seating areas shall be made accessible. (2.712b.6D) '4. FACTORIES Major or principal floor areas shall be made acible. (2.712c.ZA) Office areas shall be made accessible. (2.712e.1B) CROUP R.1 HOTEL, MOTEL AND DORMITORY OCCUrANCY REQUIREMENTS 31. Applies to privately and publicly funded hotels, motels and dormitory buildings and complexes. (2.12132) Provide guest room(s) or dormitory room(s) together with their sanitary facilities that arc accessible to and usable by the physically handicapped. (2-1213a.1) Hotel, motel and dormitory bathrooms beyond those required in item "a" above need not comply with the provisions of Sec. 2.1213.d provided all bathroom entrance doors have a clear open. ing width of 32 inches and are sliding or swing out from bathroom. (2.1213d Exception 1) Every entry, opening or passage door opening to any area must have a 32" mm. clear opening. (2.12132.2) Public and common use rooms shall be made accessible, (2-1213a.3) Recreational facilities including swimming pools shall comply with Sections 2.611c and 2-1107a. (2.1213a.4) 1. Bathroom entrance doorways shall have an 18" clear space to the side of the strike edge of the door on the swing side of the door. (24213d-1) g. When accommodations are provided with kitchen units, at least one andrso less than one for every 25 of such accommodations provided, shall comply relative to accessible kitchen facilities with subsection 2.1213b.2,3.4. (2.1213a. ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS. (2.110b.11B4) e. Sanitary facilities serving the above shall be made accessible. (2-712c.1C) . 3A. The area of specific addition, alteration and/or repair, shall comply / with the provisions of this Code. 34. WAREHOUSES a. The primary entrance to the building iusd 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. shall be made accessible. (2.712c.2A) b. 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) c. Information regarding handicapped acciblity shall be posted In lobby per Sec. 2.522b..8 e. Office areas shall be accessible. (2.712c.28) d. Sanitary facilities serving the above be made accessible. (2.712c.2C) DA 2/4/88 Dateij--?. Jurisdiction _JLs&W Prepared byi Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO.- BUILDING ADDRESS APPLICANT/CONTACT -Jim AJr't PHONE NO.go-11?3 BUILDING OCCUPANCY S DESIGNER PHONE TYPE OF CONSTRUCTION Vii CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Powi 1I?.. 9.5o Air Conditioning Commercial Residential Res. or Comm. -Fire SDrinklers Total Value Building Permit Fee.$ Plan Check Fee $ $ COMMENTS; SHEET. I OF/ 12/87 ENGINEERING CHECKLIST LEGEND Date: Item Complete Plan Check No. 88I5Y1 Project Address: ,IT,j_,,.. Item Incomplete - Needs 0 Your Action Project Name: ••7-Y FieldCheck Date: 1,2,3 Number in circle indicates plancheck By:. number that deficiency was identified CO CO w CO w w LEGAL REQUIREMENTS a > > Site Plan a) a) U Provide a fully dimensioned site plan drawn to scale. Show: North U U U arrow, property lines, easements, existing and proposed structures, streets, existing. Street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing U and proposed slopes, driveway and percent (%) grade and drainage patterns. U U Provide legal description of property. U U Provide assessor's parcel number. PERMITS REQUIRED Grading . 0 0 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). U 0 6. Grading plans in plan check .PE___________ U 0 7. Need the following completed prior to building permit issuance: U U Grading plans signed. U 0 Grading permit issued. U 0 Grading completed. U U Certification letter and compaction reports submitted. EEl" U U Grading inspected and permit signed off by City Inspector. U U U 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). U U T+nd'ustriaI Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED V W 0 Park-in-Lieu fees •required. Quadrant: ------ , Fee Per Unit: , Total Fee: Traffic impact fee required. Fee. Per Unit: - , Total Fee: ______ 12. Bridge and Thoroughfare fee required. Fee Per Unit: • Total Fee: 13. Public facilities fee required. E 14. Facilities management fee required. Fee: GLJ2 D 15. Additional EDU's required: L2'2ft,.O Sewer connection fee: - -. SewerOpermit n. E .16. Sewer lateral required: REMARKS: CinnLV &Ti4 cc0mü.i3 15)16 I7(rjr P&if afl S 0. K. to issue: Date: C/17 / FL If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. -ro PA -rF- an 41 14 C) C) C) 4- •1-I 4J M PLANNING CHECKLIST Plan Check No. 3J5/D/. Address 214 /i14o,'yu '37 Type of Project and Use IL €&5Ivrr/4L —POF-PrC6 Zone Use Allowed? YES NO Setback: Front Side Rear Facilities Management Zone I School District: San Dieguito Encinitas Carlsbad San Marcos Discretionary Action Required YES NO Type f7 Environmental Required YES NO Landscape Plan Required YES NO Comments - Coastal Permit Required YES NO Additional Comments P,ni7: OK TO ISSUE - DATE 0 V 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 Qitp of Carlobab FIRE DEPARTMENT PAGE 1 APPROVED DISAPPROVED PLAN CHECK REPORT PLAN CHECK# PROJECT - ADDRESS u14A-PvSiJ ARCHITECT /i1/i 'S.-i,t/ S iTi+ri&j& ADDRESS SA-iri I1AA'21' O.. PHONE 711'4'— 41973 OWNER AJTS,1A./ L ,' S,4 ADDRESS 7(5 21- PHONE Q4c2 ...5/ 7 OCCUPANCY CONST. ___________ TOTAL SQ. FT. /72 96n, STORIES SPRINKLERED 'LTENANT IMP. (3 MI /J)IfJA I APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS 1. Provide one copy of: floor plan(s); site plan; sheets - 2. Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. 3. Provide specifications for the following: . Permits are required fort he installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: U Automatià fire sprinklers (Design Criteria: Dry Chemical, Halon, CO2 (Location: O Stand Pipes (Type: .S Fire Alarm (Type/Location: . .. 7. Fire Extinguisher Requirements: ( "-0 One 2A rated ABC extinguisher for each ''Y/) sq. ft. or portion thereof with atrave1 distancetothe,nearest / extinguisher not to exceed 75 feet of travel. . 0 An extinguisher with a minimum rating of to be located: 0 Other: 8. Additional fire hydrant(s) shall be provided EXITS L. 9. Exit doors shall be. openable from the inside without the use of a key or any special knowledge or effort: 1, 0. A sign stating, "This door to remain unlocked during business hours" shall be placed above the main exit and doors (A I'-i i .i -ii L,a /A/(-= TTh, //fAr?AJ C- t11 ,9 /r7T _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 __12. Storage, dispensing oruse of-any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for high piled combUstible stock. Storage inclosely packed piles shall not exceed' 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. ,Additional Requirements. 15. T3 o7 (r 2 fl—i S7-.&fl S/12L/ 1iECcJ :;4 /QL/ Comply with regulations on attached sheet(s). Plan Examiner Report mailed to architect ______ Met with Date Attach to Plans VIJOIA4 1 STRUCTURAL CALCULATIONS for BENTSON CONVERSION 2644 Madison Street Carlsbad, California Owner: Mr. James Bentson (619)280-8173 Prepared for:Robert J. Royce, A.I.A. 2956 Roosevelt Street, Suite 3 Carlsbad, CA (619)434-6259 Prepared by: Arthur .Serata & Associates 8515 Arjons Drive, Suite E San Diego, CA 92126 (619) 549-7784 of ESS/O ARTHUR KARL SERATA Lai No.28 ';u Exp. 613017L9,) JJ 1. OF CN Date: March 10, 1989 Job 4 8911 LDLifr7 K! I'r7-IL- 2_ I azZtL . LiJ <1 ?J(7 X (Y9,i 00L 000 000 c1-5 -z' VfJQ' .oLUodM7 ZL J4L/p 17/0 oC) 477p?\. rxL7,sct 17/yIrlQ-?3 '/j C 7d-i'r1r7 W- ti-I/A ?iF1c2 fW-i- E'H.L /-7,M 71\ /LL-a'of L7(vo1 47flflt zd. 7767)' t'tY /cl 9-LL //7/5 1Zt'j4 7 JsQ,W w4 ri -2I7'aH •I/'. -? £?J '/' . ç•QQ'/ xs-z'/) + Q-Q1 3 K8JV')-- c11pJ T_f'-11a - ' It -ç - 1. a.. — ./-.. ... I. S cd:I A-- ,AI _;o---•__ °ff. OW 9'J p.C'yc'e i. 4Ld tc/.44. &F' kLZ c'h /fr -r)'LS Ar :rVQ- GQ9(MiJ )<—Q711I -IO•/ - 2 QQ6 c~z)i-4 STA ff\ (ifc2= i\/' a xz s - /;(z - /~Xa I /);= /-~ z_ c'Jd c7t/rA /53'2 ko/ d • Sc' -:/ --46 -z . 7 ; a- '— '-a - - - I OF BURKE 881 LPL EPDXIES ., i p1 -re,. , 03 . . Les -c ... -- —-- — E SMT) S (415) 349-7600 PRODUCT NAMES Burke 881 LPL Topping and Crack Grouting Epoxy Low Viscosity, Order No. (320) 56-800 Burke 881 LPL Patch and Bond Epoxy Medium Viscosity, Order No. (320)56-801 Burke 881 LPL Non-Sag Patch and Bond Epoxy Non-Sagging Consistency, Order No. (320) 56-802 MANUFACTURED BY The Burke Company 3. PRODUCT DESCRIPTION Basic Uses Burke 881 LPL Epoxies are high strength, two-component adhesives designed for those conditions which require extended working time. Three viscosity grades of Burke 881 LPL Epoxy cover a wide range of construction and repair applications: Burke 881 LPL Topping and Crack Grouting Epoxy This low viscosity formula has excellent penetrating ability for repairing narrow cracks in concrete or masonry. When mixed with appropriate aggregate, Burke 881 LPL Topping and Crack Grouting Epoxy yields a quality mortar for securing base plates and anchor bolts, patching spalled concrete and for use as a topping mixture. Burke 881 LPL Patch and Bond Epoxy This medium viscosity epoxy is an effective adhesive for bonding fresh plastic concrete to existing sound concrete that has been properly prepared. Mixed with dry, graded aggregates, Burke 881 LPL Patch and Bond Epoxy makes an excellent mortar for patching spalls and grouting and sealing. It can also be used-to secure anchor bolts, base plates and rebaron horizontal surfaces. This versatile epoxy will adhere to dry and damp surfaces that are free of standing water. It forms a solid, permanent bond that is stronger than the surrounding concrete. Burke 881 LPL Non-Sag Patch and Bond Epoxy This high viscosity epoxy is an excellent adhesive for ceramic tile and decorative concrete blocks. Non-sag properties make it an effective patching compound for overhead and vertical cracks and spails. It will also bond fresh.concrete to old, sound concrete that has been properly prepared. Mixed with appropriate dry aggregates, Burke 881 LPL Non-Sag Patch and Bond Epoxy makes an excellent mortar. It forms a high strength adhesive for securing base plates, anchor bolts and rebar. It adheres to dry or damp surfaces that are free of standing water. Composition Burke 881 LPL Epoxies are formulated of 100% solids epoxy resin binder and curing agent packaged in two parts. Mixed in a 2:1 ratio by volume, the white epoxy resin and black curing agent make a uniform gray epoxy resin binder. Benefits Conform to ASTM C 881 Types I, II, Ill, Class B & C Extended pot life simplifies application Adhere to dry and damp surfaces f Have high strength for solid bonding May be extended with aggregate for strong grouting and patching mortars Packaging 1 gallon (3.8 liter) carton contains 2/3 gallon (2.5 liters) of Component A, Epoxy Resin, and 1/3 gallon (1.3 liters) of Component B, Curing Agent. 4 gallon (15.1 liter) carton contains four one gallon (3.8 liter) cartons. Freight Information D.O.T. Proper Shipping.Name Corrosive liquid, N.O.S. UN 1760 NMFC Item *4620 sub 5 (Adhesive NOl) LTL Class 60 L :pop P.M Cd -- -a.''". . l"aii • 4. SPECIFICATIONS Burke 881 LPL Topping and Crack Grouting Epoxy (low viscosity) conforms to ASTM C 881 Types I, II, and Ill: Grade 1; Class Band C. Meets USDA regulations for use in federally inspected meat and poultry plants as a concrete repair and/or crack filler. Burke 881 LPL Patch and Bond Epoxy (medium viscosity) conforms to ASTM C 881 Types I, II and Ill: Grade 2: Class B and C. Meets USDA regulations for use in federally inspected meat and poultry plants as a concrete repair, bonding agent or adhesive. Burke 881 LPL Non-Sag Patch and Bond Epoxy conforms to ASTM C 881 Types I, II, and Ill: Grade 3; Class B and C. Meets USDA regulations for use in federally inspected meat and poultry plants as a con- crete repair, bonding agent or adhesive. 5, APPLICATION INSTRUCTIONS Mixing Stir each component separately and then pour entire contents of curing agent (component.B) into the epoxy resin(componentA). Mix thoroughly forat least 3 minutes with a low speed power mixer. Thorough mixing of the color coded components is essential. The white epoxy resin (component A) and the black curing agent (component B) must be blended to a uniform gray color without streaks or lumps. Carefully scrape the sides and bottom of the container and mixing blade to be sure all material is combined. Small batches may be mixed by hand in a one gallon can. Mix two (2) parts component A to one (1) part compo- nent B by volume. Fillers such as graded aggregate may be added after components are mixed. Use dry ag- gregates only and mix thoroughly into the epoxy. Up to seven volumes of filler may be added for each volume of Burke 881 LPL Topping and Crack Grouting Epoxy or Burke 881 LPL Patch and Bond Epoxy. Not more than two volumes of filler may be used with Burke 881 LPL Non-Sag Patch and Bond Epoxy. CAUTION: MIX ONLY THE AMOUNT OF EPDXY THAT CAN BE APPLIED DURING THE POT LIFE PERIOD - APPROXIMATELY 60 MINUTES AT 77° F. (25°C). Surface Preparation Proper surface preparation is essential for the bonding of epoxy to the substrate. Carefully examine the surface to determine its soundness and degree of contamination. Surfaces that are contaminated with oil, grease, curing compounds, wax, coatings or food acids must be cleaned with detergents and rinsed thoroughly. Then the surface must be roughened by grinding, sandblasting or mechanical scarafication. Vacuum the surface or blow away dust with compressed air before applying epoxy. On concrete contaminated with only laitance and dirt other than grease and oil, acid etching is sufficient preparation. Dilute commercial muriatic acid with. water in a ratio of 1:2 and apply to concrete surface. Rinse with ammonia solution followed by a thorough rinsing with clean water. A successful application depends upon thorough prepartion of the substrate. Temperature of the substrate should be between 40° F. and 100° F. (4.4°C and 37.80C). Lower tem- peratures will prolong cure time and could inhibit the epoxy bond. Temperatures above 100° F. (37.8°C> shorten pot life and make application difficult. Applications Small Crack Repair (Burke 881 LPL Topping and Crack Grouting Epoxy Medium Viscosity). Burke 881 LPL Topping and Crack Grouting Epoxy can be gravity fed, pressure injected, or hand troweled into cracks. Cracks to be gravity fed should be small and must have a limited depth. Clean the area and mix the quantity of epoxy needed. Pour epoxy into the crack, fill to the top and finish. Allow gravity to pull epoxy into the void. Top off with more epoxy and finish again. Repeat if necessary. Patching and Topping (Burke 881 LPL Topping and Crack Grouting Epoxy or Burke 881 LPL Patch and Bond Epoxy) Clean and prepare the substrate surface. Apply a thin coat of aggregate-free epoxy liquid as a primer. Prepare an epoxy mortar or patching compound by adding four to seven parts by volume of graded, dry aggregate to one part by volume of liquid epoxy mix. Combine thoroughly and apply to the primed sur- faces. The desired depth of the patch or the topping thickness should be 1/4" to 1/2" (6mm to 13mm). When patching holes deeper than 1" (25mm) apply epoxy mortar or patching compound in layers to allow thermal expansion and contraction to take place. Each layer must cool and harden before the next layer is placed. Non-Skid Application (Burke 881 LPL Topping and Crack Grouting Epoxy) Clean the surface and roughen by sandblasting. Rinse thoroughly and apply epoxy mix at a rate of 100 sq. ft./gal Ion (2.5m2/liter). Immediately sprinkle sand or other tough grits by hand onto the wet surface. For light coverage, apply a thin layer and embed the grains with a mohair roller. For total coverage, apply a heavy layer of sand and blow off the excess after the epoxy has set. Bonding Fresh Concrete to Cured Concrete (Blirke 881 LPL Patch and Bond Epoxy and Burke 881 LPL Non-Sag Patch and Bond Epoxy) To bond fresh concrete to sound, prepared concrete, use a stiff brush to apply, a uniform coverage of epoxy at a rate between 25 and 75 sq. ft. per gallon (0.62 and 1.8m2/liter). Pour the fresh concrete as soon as possible after the epoxy is spread. If the epoxy is not tacky at the time of the pour, a second application of epoxy is necessary. If the adhesive has hardened completely, mechanical scarification is required before application of a second coat. Best adhesion is achieved if the concrete has a slump of 3" (51 mm) or less; .concrete with a slump in excess of *6" (102mm) should not be used. Securing Anchor Bolts and Base Plates (Burke 881 LPL Topping and Crack Grouting Epoxy, Burke 881 LPL Patch and Bond Epoxy or Burke 881 LPL Non-Sag Patch and Bond Epoxy) To fasten a metal anchor in a vertical hole in concrete, fill the hole halfway with epoxy. Position and set the bolt. Top off with more epoxy and finish. Allow the epoxy to gravity feed then top-off and finish again. On vertical and overhead surfaces, use a caulking gun or trowel to apply Burke 881 LPL Non-Sag Patch and Bond Epoxy. To secure base plates, poui Burke 881 LPL Patch and Bond Epoxy directly into base plate voids. When using Burke 881 LPL Topping and Crack Grouting Epoxy, add one part graded aggregate to two parts epoxy by volume. Where space permits, hand trowel the epoxy/aggregate mix into the area to be filled. Other Types of Bonding For other types of bonding, apply an epoxy layer approximately 1/64" (0.4mm)ihick to the clean, pre- pared surfaces. Coverage will vary depending on the roughness of the surface. Join the surfaces together immediately. No firm clamping pressure is necessary beyond what will hold the parts in place. Clean Up Epoxy materials are very difficult to remove when set. Tools and equipment should be cleaned imediately after use with epoxy thinnei, Toluene, Xylene or Methyl Ethyl Ketone (MEK). Because the solvents are flammable, and epoxy vapors may be toxic, care should be taken' to clean equipment away from heat, sparks, and open flame, and to avoid breathing vapors. LIMITATIONS. Do not thin epoxy, with solvents. Do not use if the surface temperature is below 40° F. (4.40C), or if the atmospheric temperature is below 40°F. (4.4°C) and falling. Exposure to ultra violet light may cause dis- coloration of the epoxy surface. CAUTION Avoid skin and eye contact. This product can cause severe skin irritation after prolonged and repeated exposure. If contact occurs wash immediately with soap and water. If eye contact should occur flush with plenty of water and seek medical attention. When handling, use disposable plastic orrubbergloves, wear protective clothing and discard clothing and gloves when finished. Never warm epoxy over direct heat or this could result in exposure to potentially toxic fumes. Use in awell ventilated area. Avoid breathing vapors or inhaling, fumes. If swallowed, call physician immediately. Do not induce vomiting. KEEP OUT OF THE REACH OF CHILDREN. WARRANTY Burke products will perform according to specifications only if directions are followed. Burke is not re- sponsible for improper use, application, or storage of its products or for use of its products in unsafe weather or with unsafe engineering or working conditions. Burke products are supplied subject to Burke's standard terms and conditions of sale or rental, which limit Burke's responsibility for the product. Any warranty of the product is limited to Burke's or the manufacturers standard warranty unless other- wise specifically provided by Burke in writing. PHYSICAL PROPERTIES Typical Results Property Test Method Requirement Grade 1 Grade 2 Grade 3 VSCOSITY, Poise (PaS) ASTM D 2393 Low Visc. Med. Visc. Non-Sag Grade 1 Class B Type I, II, III (50° F.) 20 (2.0) max 15 - - Grade 1 Class C Type I, II, Ill (73° F.) 20 (2.0) max 8 - - Grade 2 Class BT'pe I, II, III (50° F.) 20(2.0) min 42 - 100 (10.) max Grade 2 Class C Type I, II, III (73° F.) 20 (2.0) min 27 - 1 00.(10.) max CONSISTENCY, inches (mm) ASTM C881 Class B.Type 1, 11, 111(50° F.) 1/4 (6.4) max - - 0 Class C Type I, II, 111 (73,9 F.) 1/4 (6.4) max - - 0 GEL TIME, minutes ASTM C881 Class B.(50° F.) 30 min 330 300 300 Class-C (73° F.) 30 min 120 135 130 VOLATILE CONTENT, Cured System ASTMD1259 Type I & II Class B & C Method B 3% max 1 1 1 ABSORPTION, 24 Hours ASTM D 570 Type l,lI,lll Class B&C .1.5% max 1.0 O8 0;5 BOLT PULL-OUT (Ibs),. Cure67 days at-7-7° F. 1/2" diameter bolt, 5" deep, 3/4" hole 8,500 11,150 10,200 BOND STRENGTH, psi (MPa) AS-TM C 882 2 days (Dry Cure Old to Old Concrete) Type I Class, B(50° F.) 2000 (18.6)-min 2610 3210 2130 Type lii ClassB(5O° F.) '300-(206)-min 2610. 3210: 2130 Type I Class-C (7-3° F.) 2000(1 8.6)mln 3250 3040- 3120 Type III Class C (73° F.) 300 (2.06) min 3-250 3040 3120- 14 Days (Moist Cure Old to Old Concrete) Type I Class -B-(50° F.) 2000.(186).rnin 2810 3640 3820 Type Ill Class-B (50 F.) . 300 (2;06). min 2810 3640 3820. Type I Class.0 (73° F.) . 2000 (18.6)' min 3690 3950 37-80 Type III Class C (73° F.) . 300 (2.06)min. 3690 3950 3,780 14 Days ( Moist Cure Old to New Concrete) Type Il Class C' (73° F.) . 1500'(10;3) m In 1955 2110 2430- SHRINKAGE . ASTM C883 Type I, IL Ill Class-B & C - - No glass breakage Passed Passed- Passed THERMAL COMPATIBILITY - ASTM C884 Type Ill Class-B-& C . No delamination-or Passed Passed- Passed - cracks TENSILE STRENGTH (psi) ASTM D 638 Cured 7 days at 77° F. 6490 4900 3430 COMPRESSIVE STRENGTH (psi) - ASTM 0 695 Cured-7 days at 77° F. 100% Epoxy . 9,950 10,100- 8,640 1:4 Epoxy, to Sand 7,530 12,400 - 1:1 Epoxy to Sand . S - 7,630 HARDNESS Shore D ASTM 0 2240 Cured 7 days at 77° F. - 79 83 78 BPB•300/48 9/86 STRUCTURAL CALCULATIONS for BENTSON CONVERSION 2644 Madison Street Carlsbad, California Owner: Mr. James Bentson (619)280-8173 Prepared for: Robert J. Royce, .A.I.A. 2956 Roosevelt Street, Suite 3 Carlsbad, CA (619)434-6259 Prepared by: Arthur Serata & Associates 8515 Arjons Drive, Suite E, San Diego, CA 92126 (619) 549-778.4 . ARTHUR KARL SERATA . LQ No. 298 rri OF N Date: March 10, 1,989 Job# 8911 . ' ii/AJrOJ W 1 44 I me 1) 45p,r 1?1L5 i,4 ,*D flD j rj7: !9eub . 3 -n- E -re J(, :i,cos, i. • ,.c 7;c've; ,.v.cut - : • /r' yPÔ. : : 6 p 4 PiJ'o4 ,sr,t/c 1711 ' Pfr/lr' 'c1 •e ) r- /1 .co (- •e-' I • C 'TL '4'< 2. ' ; • '!f -, Ti 0 Ars AF, fl/ )& go 74'/ s','pgi 3*iQA yt 110,t1 fr2/J W4-L-S, -r/A) smt WG-' 47 Aôr t'Gzc-r 7 c, 4: 'ter z34- (/J — 77/J i2 ,-V 7 1 logo, P-sp SWL) vtJie 3/ A• 'R. / 'i/biW3 C ,Zjc 1141;kJa -2- $9-7w/AJ :1Jre 60 / to, x 1 ' • j-', S 'o ) 7j &0!d T'2r z42&// • ivi 4 4/ 4 /, o414- 'iL Vol L r/AJ •• C- 4, S. 2K q- • ,v I 6,'/ -"-' AI c- ,4-7-;4/ C-P'J. J 6/2- ,'/U7oLI M I r7~ py • #/- •-'' A'S' ,VA) , i' r,AJ ei TiAW/' A7?. -CLc / 0,0 7-6 X , / eA1OAj . I -lWe I q r -- _ '—=- - ./o1- E'r/V6 z< 2- /ZF:7pc . i6'1 d7/AIf . •n - I • - Ar -r •. )e I1•' m -(6tr') • 82 - /4 6 • , - 'S 7S V J q . 1 •tl-'E,17 vp, , - 77,Z i/r-V6 / •ECi/AJ6 f±T-1± 7L/7 ) 47- qp p(. '17 2.-i ~oi7--124- te~A I & 4seM •41/i/61241 47-- fdcr-is /gf2 4-7 r 7 4 4 + h't- PZ 71 ~ p•9)c, ___ RA /z'iOO J,6 Pr- . AS, ARTHUR KARL SERATA • LU No. 29 Exp.6i3O/' -9 Lp \3 Fç O CN LEEL • r / A 1 • • 4 sernis sQ,zr,A1 s - 1) iT 4 ID Dfi I • Ile lv~lr- • — '?ø. pSie 1A) 4b'$165. S44-fr(' Ai I- - - i 8STp 222 'S7J( 41 'i?7Ff1 2S IrE - = 4, le,. . = / 1<i(?5 • • H .••• L!1 _VcrLI ;1H J H Id Ij 3- ' L 4. 0 I .•. 4 / flc w - u 2 1 hI'i S 0 II . T1'J __ ____ I K 1 L I I V((VJSe',, ? \ \ ~ic,j zr'I.r £iryr 1I10 I I _ I, II II. II )j 1 ADVANCE ., 4' BALLASTS START (60 Hz.) ' ccwt Rg ItIT *-,Gustvtm StaI -'f I , I , i4 , Um -1 .rjrflflst Si&C° ll ....\'7-HIGH POWER FACTOR - 50 RM-2SP30-TP 1, 2 .68 81 -. T-2 : 35 (2)F30112 30 120 0 RC-2SP40-TP 2, 5 .75 79 B .°R-5 10 39 50 VM-2SP30-TP 1 .30 81 A T-2 35 277 10 0 VC2SP40TP 29 ..6 R-5 39 (2)F30 120 60 RM-2SP30-TP 2 .63 73 A . T-2 21 10 38 25 Energy Savers 277 (460 Ma) 60 VM-2SP30-TP . .27 73 A T-2 '2 10 38 (2)F32T8 32 120 60 R-2P32-TP .61 71 A T-2 10 38 277 60 V-2P32-TP . .26 71 A T-2 'i21 10 38 (2)F4018 40 120 50 R-2P840-TP .77 92 A T-2 21 10 38 277 50 V-2P840-TP .34 92 A . T-2 21 10 38 1-50 RQM-2S40-TP 1, 2 .80 96 A 1-2 33 50 RS-2S40-TP (Mark I) 1, 2 .79 94 .,A T-2 . 34 -Y. 120 50 RM-2S40-TP (Mark II) 1.2 .77 .92 'A T-2 10 35 50 R-2S40-TP (Mark III) 1,2 .73 86 fA, 1-2 V 37 0 RC 2, 5 .75 90 °. R-5 38 (2)F40T12- 220 50 XQM-2S40-TP . 40 4 .45 96 'Bt T-2 '-21 10 34 240 50 YQM-2S40-TP 2 .42 96 B• . T-2 . '2i' 10 34 50 VQM-2S40-TP 1, 2 .35 96 A T-2 34 50 VS-2S40-TP (Mark I) 1, 2 .34 94 A, 1-2 35 .277 50 VM-2S40-TP (Mark II) 1,2 .34 92 A T-2 °121 lb 36 50 . V-2S40-TP (Mark III) 1, 2 .32 86 A 1-2 . 37 0 VC-2SP40-TP 5 33 90 B R-5 38 RQM-2S40-TP 2 .72 82 . 33 120 € RS-2S40-TP (Mark 1) 2 .70 80 A T-2 01~ 34 - RM-2S40-TP (Mark II) 2 .68 78 . 35 (2) F40 R-2S40-TP (Mark III) 2 .63 72 37 240 60 YQM-2S40-TP .36 82 B T-2 '21 10 34 Energy Savers 34, 35 (460 Ma) VQM-2S40-TP 2 .31 82 - 34 VS-2S40-TP (Mark 1) 2 .31 80 35 277 60 A 1-2 10 VM-2S40-TP (Mark II) 2 . .30 78 36 V-2S40-TP (Mark TI!) 2 27 72 ' 37 RQM-2S40-TP 2 .70 78 , •. 33 RS-2S40-TP (Mark I) 2 .68 76 120 60 A . T-2 2 10 34 RM-2S40-TP (Mark II) 2 .66 74 ,. -. 35 (2) F40 ________ R-2S40-TP (Mark III) 2 .61 68 37 240 60 YQM-2S40-TP 35 78 ° B T2 10 34 Energy Saver Plus 32 (460 Ma) VQM-2S40-TP - - 2 .30 78 '. . 34 VS-2S40-TP (Mark I) 2 .30 76° 277 60 VM-2S40-TP (Mark II) 2 .29 74 .. -. .. .° 12 35 10 36 V-2S40-TP (Mark III) 2 : 37 TWO LA .......°. .. ?O'iVER FACTOR-REDUCED LIGHT OUTPUT [(2)F40112 40 50 19 :72A T-2 10 34 NOTES: 1. CBM Approved. 2. CSA Approved. 4. Not U/L Listed. 5. Operates any 2 lamp combination of F30T1 2. F40T12. 32W. or 40W circle -re lamps. 19. These low-energy ballasts operate standard or U-shaped 430 Ma lamps at a nominal lamp current of 300 Ma and thus provide a 20% reduction in light output with a corresponding 20% reduction in input watts. 0rdring Information: Units shown are furnished with Class P ADVAN•g,rard Automatic Resetting Thermostat. Units packed in individual Cartons -Add suffix-IC. 9 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92009-4859 Office of the City Engineer TELEPHONE (619)438-1161 11 DATE: LTANuAr2V SJdjS9 Ernie Ferrer COUNTY OF.SAN DIEGO Department of Public Works Building 1 Operations Center 5555 Overland Avenue San Diego, CA 92123, INDUSTRIAL WASTE PERMIT APPLICATION NO.5B8 Enclosed is a copy of the application for an Industrial Waste Discharge Permit from the subject applicant. Your review and recommendations on this application will be appreciated prior to the issuance of a waste disposal permit. LLOYD B. HTJBBS City Engineer LBH:SEE:rp Enclosure: Application No. -568 _______ ~-Buflding Fred Rowlen, Encinas Plant , Arnie Wing, Department of.Health Services , COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDU S T R I A L W A S T E D I S C H A R G E P E R M I T - CITY OF CARLSBAD APPLICATION: NEW_____________ BUILDING P.C. NO.:87/s3' (CHECK ONE) REVISED__________ APPLICATION NO.,:_____________ INDUSTRIAL CLASS:_____________ DATE: Signature of City Representative APPLICATION FOR INDUSTRIA L W A S T E D I S C H A R G E P E R M I T GENERAL: APPLICANT: JuI4 47t1 SITE ADDRESS:_____________________ TYPE OF BUSINESS: I9rh/h'17I.Si/_- APPLICANT'S ADDRESS: % /i <./ En 92 WASTES AND PROCESSING: (Check where applic a b l e ) Domestic Waste Only J Industrial Waste fl Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE ( C h e m i c a l a n d P h y s i c a l C h a r a c t e r i s t i c s o f proposed waste):_____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GENERAL DESCRIPTION OF PROC E S S ( I f A p p l i c a b l e ) : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WASTES TO-BE DISCHARGED TO SEWE R : WASTE: TREATED:_______ (Check One) UNTREATEDT_t..-- QUANTITY: AVERAGE GPO (Daily) MAXIMUM ) GPO (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM iYt TITLE: TT7m Pom -?~Cqllf (Print) SIGNATURE : _ T h T E : JJ c. 3f Com ni u n .tyDeveIopme nt July 14, 1989 Mr Jim Bentson PC 881594 2644 Madison CONVERT HOUSE TO OFFICE (R3 to B2) PLAN LABELED CITY IV - ELIMINATION OF PARAPET It is my understanding that Tony Mata, Principal Building Inspector has approved the roof assembly shown on Detail 4, Sheet .3 of your plans.. Tony is on vacation, and in order not to delay you I will approve that assembly as asubstitute for the parapet. When Tony returns from vacation at the end of this month, please ask him to review the roof againas a parapet substitute. If fony does not approve, you will be required to install a full twc' hour assembly roof or install the parapet. LTIkN ORENYAK, D ECTOR cd /-zv C-" -Ao- 2075 Las Palmas Drive-Carlsbad, California 92009-4859o(619) 438-1161