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HomeMy WebLinkAbout2420 PIO PICO DR; ; CB890564; PermitBUILDING PERMIT 10/19/89 08:45 Page 1 of 1 Job Address: 2420 PlO PICO DR Str: Permit Type: RESIDENTAL ADDITION/ALTERATION Parcel No: 156-110-01-00 Valuation: 1 97,440 Construction Type: NEW Occupancy Group: Class Code: Description: 2400 SF ADD GARAGE & WORKSHOP CARPORT Permit No: CB890564 \ Project No: A8900979 Development No: Fl: Ste: 0744 10/19/89 0001 01 02 C-PRMT 8.00. Status: ISSUED Applied : 04/17/89 Apr/Issue : 09/06/89 Validated By: DC *** Fees Required *** Fees Collected & Credits Fees: 1,141.0O.• Adjustments 00 Total Credits 00 Total Fees 1,141'00 Total Payments 1,133 00 / BalanceçDue: 8.00 Fee description / Unit , Fee/Unit Ext fee Data Building Permit 631.00 Plan Check /\ Strong Motion Fee 410.00 7.00 * BUILDING TOTAL 1048.00 Enter 'Y' to Issue Plumbing / / , 7.50 Y Each Plumbing Fixture , j> 100 2.50 , 2.50 Other > ' 7 50 / 7.50 3TRAPSADD * PLUMBING TOTAL - - // i 18.00 Enter Y' to Issue Electrical - - 1 5.00 Y Three Phase Per AMP', ' > ./1O0.0O/' .50 50.00 * ELECTRICAL TOTAL ISU / 55.00 ' Enter to Issue Mechanical > 15.00 Y Each Vent Fan Single Duct > 1 00\ 4.50 4.50 * MECHANICAL TOTAL 7 20.00 4AC fE- PPROVAL 1 INSPDATECLEA CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 - ' r' o 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 affect. - I nernoy arrrrm that I am exempt from(he r.,onrrac' tars License Law for 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 licensee pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of 0ivision 301 the Business and Professions Code) or that is ex- empt theretrom and the basis for the alleged euempfiun. Any violation of Sec, od ion 7031.5 by an applicant for a permit sub' (edls the applicant to a civil penalty of not more than live bun' -. dred dollars ($500). I I, as owner 01 the property, or my employees with wages as their sole compensation, will do the work, and the struc' tore is not intended or offered for sale (Sec. 7044, Business and l'ioteooiOnu c000: The Contractor's license Law does 'not apply to an owner 01 property who builds or improves I thereon and who does such work himself or through his own employees, provided that such improvements are not intend-ed or uttered for solo. II, however. the bonding or improve- ment is sold within one your 01 completion, the owner-builder will have the burden 01 proving that he did not build or im- prove for the purpose of valet. 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 01 properly who builds or im proves thereon, and who contracts for each projects wilh a , contractor(s) license pursuant to the Contractor's LicenO Law). 11 As a homeowner lam improving my home, and the follow- ing Conditions exist: ' '. , 'C The work.is being performed prior to sale. - 2. I have lived in my home for twelve months - prior to completion of his work.' 3.,. I. have not claimed this exemption during the . I last three years. o tarn eoempr under Sec. _________________ . B & P.C. for this reason I O I hereby affirm that I have a certificate of consent to self.insure, or a certificate of Workers' Compensation In. ,surunce, or a certified Copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY O Copy is riled with the City - O Certified copy is, hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section vend not be completed it the permit is for one hundred dollars (ObE) or less) O I certify that in the performance CI the work to, which this permit is issued. I shall not employ any person in any manner so as to become subject lathe Workers' Compen' sat ion Laws 01 California. NOTICE1TO APPLICANT: If, after making this Certificate of Exemption, you Should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked, - S. '0 I hereby affirm that there is a construction lending agency for the performance 01 the work for which this per. LLI .' 01 mit is issued (Sec. 3097. Civil Code) ZI.' - -, W v Lender's Name ' -JI . L Lender's Address_________________________________ ' . z 0 I- 4 en z Ba 0 0 0 en IX IX USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT I 2075 Las Palmas Dr, Carlsbad, CA 92009-1915 (619) 438-1161 - JOB ADDRESS AV. ST. RD. THOMAS BROS NO. DATOF APPLICATI BUSINESS LICENSE w VALUATION PERMIT NUMBER I' ZONE LOT BLOCK L NO. CACTOR CONTRACTORS PHONE ASSE7P POCE ONTR / o / -\ CA `H ,4c 6 c OW ER'S NAME OWNER'S PHONE BUILDING SO. FOOTAGE \ &u i7 CON TRACTOR'S ADDRESS STATE LICENSE NO. -/Rd / OWNER'S MAILING ADDRESS - O__\'ìô _r c:o DESIGNER DESIGNER'S PHONE DESCRIPTION OAWORK D __________________________________________ (.4 Q__/ ESIGNER'S ADDRESS STATE LICENSE NO. F/P FLR ELEV. I ! NO O47 Frill TRACT I PARKING SPACE RES UNITS GRADING PERMIT ISSUED I YD'ND AREA I REDEVELOPMENT I TYPE 0CC LOAD I FIRE SPR 7CENSUS -v - YO N 0 nO NO 0 N Not Valid Unless Machine Certified QTY. PLUMBING PERMIT- ISSUE 75 Qfl'. MECHANICAL PERMIT- ISSUE SUMMARY O'J?B01 '01' 02 - BUILDING PERMIT 001-810'0O'00-8220 - EACH FIXTURE TRAP , . - INSTALL FURN. DUCTS UPTO100,000BTU EACH BUILDING SEWER - . . OVER 100.000 BTU SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/ORVENT ' BOILER/COMPRESSORUPTO3HP - PLAN CHECK 001-810-00-00-8891 t741 0 -- EACH GAS SYSTEM 1TO4OUTLETS . - BOILER/COMPRESSOR 3.15HP - TOTALPLUMBING 001-810-00-00-8222 /0 EACH GAS SYSTEM S OR MORE . METALFIREPLACE - ELECTRICAL 001-810-00-00-8223 EACH INSTAL.. ALTER. REPAIR WATER PIPE . VENT FAN SINGLE DUCT - MECHANICAL 001-810-00-00-8224 EACHVACUUMBREAKER . MECH EXHAUST HOOD/DUCTS - MOBILEHOME 001-810'0O-OO-8225 WATERSOFTNER . RELOCATION OFEAFURNACE/HEATER . . SOLAR- 001-810-00-00-8226 ' EACH ROOF DRAIN NSIDEI . DRYER VENT , . STRONG MOTION 880-519-92-33 TOTAL MECHANICAL I FIRE SPRINKLERS 001-810-00-00-8227 - - TOTAL PLUMBING I /c' PUBLIC FACILITIES FEE 320-810'00'00-8740 BRIDGE FEE 360-810-00-00-8740 OTY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOME SETUP, - PARK-IN-LIEU (AREA - NEW CONST EA AMP'SWl BKR ' CAR PORT . TIF 312-810-00-00-8835 4 I PH . . AWNING . LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EA AMP/SWTBKR - GARAGE - FMF - 1 PH 3 PH . - . LICENSE TAX 001-810'00'00-8162 REMODEL'ALTlR PER CIRCUIT . . MIFF 880-519-92-57 TEMPPOLE 200AMPS OVER 200 AMPS TEMP OCCUPANCY I30DAYS) - . CREDIT DEPOSIT - TOTALELECTRICAL I IOTA) ' TOTAL FEES PAYABLE — (HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued bytheBuilding Official under the provisions of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE i Code shall expire by limitation and become null and void If the building or work 50" DEEP AND DEMOLITION OR CONSTRUCTION OF aulhornzed by such permit is not commenced within 180 days from flIp date 01 such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit. or if the building or orb autho nzed by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED. TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON abandonedatanytimeafle_t_e commenced STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND CONTRACTOR 0 BY DATE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 GRANTING OF THIS PERMIT. TYPE DATE INSPECTOR BUILDING OUNDATION REINFORCED STEEL S I MASONRY GUNITE OR GROUT SUB FRAME El FLOOR El CEILING SHEATHING El ROOF El SHEA FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING El SEWER AND BL/CO L PLICO UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 WATR TUB AND SHOWER PAN GAS TEST El WATER HEATER 0 SOLAR WATR ELECTRICAL 0 ELECTRIC UNDERGROUND ROUGH ELECTRIC 0 ELECTRIC SERVICE 0 TEMPORARY ', El BONDING El POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING' HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS IlILi.. uJfl j-uyiai.. I I'.JI vVUI v FiL.L. ,arrnljrnh/a I c ITEMS ARflVF HAVF REEN APPR?)%/Fn ( FINAL 1 PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REQ. IF CHECKED INSPECTORS APPROVAL D ATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP - STRUCTURAL CONCRETE OVER 2000 PSI -- - PRESTRESSED CONCRETE - - POST TENSIONED CONCRETE - - FIELD WELDING HIGH STRENGTH BOLTS - - - - - - 'S SPECIAL MASOisIRY - - - S PILES CAISSONS - / / H S S — r _. I / J , S,_ •.•\ S. \". ::-• 01/17/91 INSPECTION HISTORY LISTING FOR PERMIT# CB890564 DATE INSPECTION TYPE INSP ACT COMMENTS 08/20/90 Exterior Lath/Drywall RI RI T3/MH/720-1757 08/20/90 Exterior Lath/Drywall PD AP 08/09/90 Interior Lath/Drywall RI RI T2/MH 08/09/90 Interior Lath/Drywall PD PA 07/26/90 Rough Electric RI RI T3/MH 07/26/90 Rough Electric PD AP 05/16/90 Frame/Steel/Bolting/Wel RI RI T1/MH/STEVE/720-1757 05/16/90 Frame/Steel/Bolting/Wel PD PA OK TO WRAP 04/27/90 Roof/Reroof RI RI T1/MH/720-1757 04/27/90 Roof/Reroof PD AP 04/24/90 Roof/Reroof RI RI T2/MH/ 04/24/90 Roof/Reroof PD CO 11:24 NO ONE HOME 01/03/90 Roof/Reroof RI RI RES/TEL/MH 01/03/90 Roof/Reroof PD AP 12/29/89 Roof/Reroof RI RI T2/MH 12/29/89 Roof/Reroof PD NR 11/02/89 Ftg/Foundation/Piers RI RI T1/RS/STEVE 11/02/89 Ftg/Foundation/Piers PD AP 10/26/89 Ftg/Foundation/Piers RI RI T2/RS/KIM/720-1757 10/26/89 Ftg/Foundation/Piers PD AP 10/24/89 Ftg/Foundation/Piers RI RI T1/RS/KIM 10/24/89 Ftg/Foundation/Piers PD CO 10/18/89 Rough/Topout RI RI T2/MH/KIM 10/18/89 Rough/Topout PD AP 10/17/89 Underground/Under Floor RI RI Tl/MH/720-1757 10/17/89 Underground/Under Floor PD CO NO PLANS HIT <RETURN> TO CONTINUE... CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB890564 FOR 01/17/92 DESCRIPTION: 2400 SF ADD GARAGE & WORKSHOP CARPORT owaWFER, WE JOB ADDRESS: 2420 PlO PICO DR APPLICANT: HEITCHEW, STEVEN PHONE: CONTRACTOR: OWNER: PHONE: REMARKS: MH INSPECTOR SPECIAL INSTRUCT: INSPECTOR AREA PD PLANCK# CB890564 0CC GRP CONSTR. TYPE NEW STR: FL: STE: 619 7201757 TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 072991 Final Combo NR PD 022891 Final Electrical CO PD 021491 Service Change/Upgrade AP PD 082090 Exterior Lath/Drywall AP PD 080990 Interior Lath/Drywall PA PD 072690 Rough Electric AP PD 051690 Frame/Steel/Bolting/Welding. PA PD 042790 Roof/Reroof AP PD 042490 Roof/Reroof CO PD 010390 Roof/Reroof AP PD 122989 Roof/Reroof NR PD 110289 Ftg/Foundation/Piers AP PD 102689 Ftg/Foundation/Piers AP PD 102489 Ftg/Foundation/Piers CO PD 101889 Rough/Topout AP PD 101789 Underground/Under Floor CO PD COMMENTS 9:00 NO ONE THERE OKTOWRAP 11:24 NO ONE HOME NO PLANS RODERICK PENNINGTON McGRAW ARCHITECT avr S 7V pE7YC/7) c,zsM,ô C.4. Rc a & - -p44mnd7 #t) PIV€UC5 OF 5"46 grA)o&Ao4bf Co,j7.,,}&oos CO7Z4id 24 ue I, IA I 3255 wing street, suite 450 san diego, california 92110 (714) 224-3433 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 7- JURISDICTION: ( JURISDICTI ÜFILE COPY PLAN CHECK NO: 09 - SET: i []UPS DDESIGNER PROJECT ADDRESS: p PROJECT NAME: fl 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 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. N-The plans are being held at Esgil Corp. until corrected plans are' submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to. return to, the applicant:contact person. The applicant's copy of 11. /4 -e.' i he, check. list has been sent to: /2C.? ?'c' P,ca Pa V, (\,, zcc / ER Esgil staff didnot 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 # U REMARKS: closures: GA.EAA 11VW B5M JJURISDICTION: '/S Date 5 79 PRO.XCT ADDRESS: 2.. / 2.. Q P,cc TO: gv e H - 4 c- It L../2c, /s ¶1cX79 AN CORRECTION Plane Check No. 92 ..(p 4/ Date plans received by the jurisdiction_________ Date plans received by plan checker7/..1/CI'9 Date jpitia] plan c)eck completed(/?'/ô9 By bk's C at FOREWORD: PLEASE READ Plan check Is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy c&%servation, 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 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 b the jurisdiction, to: E.stI CL,p. To facilitate .echeckn, please identify, next to each circled item, the sheet of the plans upon which each correcti6n on this sheet has been made and return this check sheet with the revised plans. 3. 74c llazoftle,c th'4,-, 5'.2 2'27,.2.&3/35 '9 ',,'/e2d / ,> /a..-.i no t- LG 11,0 4a 0 'i -_)kJe.t7-._ 7 ctuç.c ,i'1- ,o /174-1 '-i-- ________ c k c-.-' ,-i,-r4- II.%r..I) ..e._ U€_.i+•c (5I i / Sec 7S 1 )Lc1IcM PLAN COOMMCM wJcr JURIIIC(: : 5 88 VOLLIX WAGOOM PLAN cx CJ 89 -_s 'V PW _____ mousm ,VEW k1J& 3j,a' 23 71 41 W' c i1/Ji)f// LSCT,&'i)A' tf - 4' t £1 o, Z AL ,' -200 ,4,' P ,4/EC 23b-24' - ,%/Ez qzig ,4 NLA/ Fr17 7f //ff 23e -8V Vk'$4''P ,k7T h'AVE ,4 M!,T4/ 2)2 3 V2D ?AA/E WII) Y2 , W',€k - ,4A/2D LW-Z)~pA47rA 27V~ 7a Z7Y 2Zfr2L'!T Jô'x /4<4) i? ,4 () C4/VT - IF 7'/iE ,4-AE /Z T-// 3 W LZ7Vé 72CA/ ,QIL/j) 2Z>V ,LA/2) g - 72 %4) ,P lee /C ç23. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: (j,- J PLAN CHECK NO: (C) 'I SET: PROJECT ADDRESS: PROJECT NAME:4Ji JURISDICT FILE COPY UPS DESIGNER q The plans transmitted herewith have been corrected where t 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. . The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted, for a complete recheck.' E.The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.' JThe 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: ZEsgil 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: ,//4Cj Enclosures: SGIL CORPORATIONJ1 ( OGA .DAA DVW DDM' ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 QEPLT CANZ, JU ISDICT1 PLAN CHECKER F--.FILE COPY []UPS ODES IGNER DATE: q JURISDICTION: PLAN CHECK NO: SET: PROJECT ADDRESS: PROJECT NAME:__________________________________ 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 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 identifiedon 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. D The applicant's copy of the check list is enclosed for the jurisdiction -to return to the applicant contact person. The a?plicant's copy of th -jeev M. 11e 2 -/2,0 P10 P,co" check list has been sent to: J Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the lanfc ck has been completed. Person contacted:f14y,. Date contacted: ,4p Telephone I 0 REMARKS: V By closures:______________________ PLANNO.___________ JURISDICTION: PlAN CORRECTION GERERAL Date plans received by jurisdiction:a // 7 la—Z Date plans received by Esgil Co.: //5/85 Date initial plan chec conipi tedS 4 _____ _By: Applicant contact person: I'S 'e~ 7qf Jr— eeej F Tel. 72C) /75 BUII1NGUS 14,40 /. t)o&S4P PoD: PLEASE READ TYPE OF CONSTRUCTION:V - 'Aj Plan check is limited to technical requirements 0 contained in the Uniform Building Code, Uniform ACTUAL AREA: Plumbing Code, Uniform Mechanical Code, National 'V.1 Electrical code and statelaws regulating energy '4-_c_ __ conservation, noise attenuation and access for the disabled. The plan check is based on regulations - enforced by the Building Inspection Department. / (_F You maythar_corrections based on lawsand _________ ordinances enforced by the Planning Department, - - j Engineering Department or other departments. ALJAMA&.5 AREA: /otv - - STORIES: -ll HMI: SPRThS: OCCUPANT IL&D: 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, R4A: 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 Unif Bnilding Code, the pprovalo the plans does not permit the violation of any state, count)r or city law. To speed up the recheck process, note on this list (or a coy) where each correction item has been addressed • i.e.. elan sheet • specification • etc. Be sure to enclose the marked on list when you submit the revised elans Ban: PAGE MMOM ARE MY IN SEQUOM AS PAGES H&VXXG, NO 333M 1== _______ List No. 80, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLDWTS All sheets of the plans and the first sheet of the calculations are required to be signed by. the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. business and Professions Code .tA4J sf421 C' c 0 Indicate on the Title Sheet whether or not a (J grading permit is required for, this project. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. B. GERERAL Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. ,.Y. Show on the Title Sheet all buildings, / structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. 8. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area .Aei- ~(iflagftlicable) Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 10. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Table 9-A. () Specify the uses of all rooms or areas. C. SITh PLAN 3,2 Provide a fully dimensioned site plan drawn to / scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. 13. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". y!. Clearly designate on the site plan existing / buildings to remain, existing buildings to be / demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. )7' Clearly dimension building setbacks from ( property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled Show the location of any designated flood / plains, open space easements, or other development restricted areas on the site plan. JI Provide a reference on the site plan to any / details or specifications for required site improvements to comply with the Title 24 disabled access requirements. access spaces. D. tocru ON Pn! Projections over public property must comply 7 with Chapter 45. S When two or more buildings are on the same property, the buildings shall have an assumed 034. Projections may not extend more than one-third property line between them for the purpose of the distance from the exterior wall to the determining the required wall and opening property line or one-third the distance from protection and roof cover requirements, per an assumed vertical plane located where fire- Section 504 (c). An exception is provided if resistive protection of openings is first the combined area of the buildings is within required, whichever is least restrictive. the limits specified in Section 505 for a Section 504 (b). single building. If this acception is used, show how the buildi,ng(s) will comply wh 35. Fire-resistive exterior wall construction Section 505. t's- shall be maintained through attic areas. 4304 -' (7 building is to be erected on the When a n(e.i Section (c). 24. same property as an existing building, the When openings are required to be protected due location of the assumed property line with to location on property, the sum of openings relation to the existing building shall be such shall not exceed 50 percent of the total area that the exterior wall and opening protection of the wall in each story. Section 504 (b). of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). )Y. A covered pedestrian walkway must comply with 7 the requirements in Section 509. )5 Buildings over one story and containing courts 7 shall have an assumed property line for the A8. Exterior exit balconies cannot be located in purpose of determining required wall and 7 an area where openings are required to be opening protection of court walls, per Section protected. Section 3305 (i). 504 (c). See possible exception. Please show how the court walls will be made to comply with A'• Exterior stairways shall not project into Section 504 (c). .7 yards where protectiont of openings is 0 required. Section 3306 (n). The exterior walls less than A. feet to a property lip or an assumed property line, 40. Yards or courts serving as required exits for shall be I- fir. fire-ratpd construction. Section / 10 or more occupants must be at least 10 feet 03. 4 wide or have walls of one-hour construction for a height of 10 feet above the court or Exterior walls shah, have a 30 inch parapet yard grade. Openings shall be protected by when less than '//Q 'feet to a property fire-assemblies having a rating of not less line or an assuthed property line. The than three-fourths-hour. Section 3301 (b) uppermost 18" of such parapets shall be definition and Section 3311 (d). noncombustible. (see exception, Section 1709.) H - '1 = _ / . /? ' lave 4. Structural elements exposed in walls required due to to be fire-resistive construction The extefior wall shall protected openings / (3/4 hour) when closer than 2._O feet to a location on property must have the same fire- property line or an assumed property line, resistive rated protection as the wall, or as Section 03. - / required for the structural frame for the type - 2...O / - I =- /0 of construction, whichever is greater. The exterior walls shall have no openings when Table 17-A footnote 1, and Section 1702. closer than ..S feet to a property line or an assumed property line. Openings include ,42. Openings for scuppers, mechanical equipment wa.n ows, doors, scuPns,.ypnts, etc. 7 vents, foundation vents and similar openings Section03. ' ocj' 5-4 have to be protected where openings are My required to be protected. Eaves over required windows shall be not less Table 5-A, Section 03. than 30 inches from si e and rear property E. WIIDING AREA lines. Sectioz 594 (a). -15!,"1,7 () 5 ftEtA. Combustible projections located where openings '. When a building has more than one occupancy, are required to be protected shall be heavy 7 the area shall be such that the sum of the timber or one-hour construction. ratios of the actual area divided by the Section 1710. allowable area for each occupancy shall not 32. Projections may not extend more than 12 inches exceed one. Section 503 (a). into areas where openings are not allowed. 44. As shown, the building(s) is/are over area for Section 1710.. , / the Type of Construction shown. Table 5-C. 7 Cf C— S 7 1./25/89 3 / 7: I 45. The total floor area of a multi-story building / cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. 46/'o single story can exceed the basic area / allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor / area of a mezzanine shall be included in calculating the area of the story in which it /15 located. Section 505 (c). 8. A basement need not be included in the total / allowable area, provided such a basement does / - not exceed the area permitted for a one story building. Section 505 (d). AREA S19PARATION WAILS Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type- I, II-F.R., III and IV buildings; and two-hour in Type 11-one-hour, Type II-N and Type V buildings. Section 505 (e) 1. Openings in four-hour area separation walls are required to be protected with three-hour fire- resistive assemblies, and 1-1/2 hour fire- assemblies in two-hour area separation walls. Section 505 (e) 1. Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 505 (e). If. area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour construction on each side of the area separation wall •for a distance equal to the depth of the for elements. Walls supporting the exterior walls must be one-hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (e) 2. All area separation walls must extend in a continuous straight vertical plane from the foundation to a point Winches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may terminate at roofs of entirely noncombustible construction. Section 505 (e) 3. XX Two-hour area separation walls may terminate at the roof sheathing provided that: Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. C. Openings in the roof shall not be located within 5 feet of the area separation wall. d. The entire building shall have a fire retardant roof cover in accordance with Section 3203 (g). Section 505 (e) 3. 0. Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span. In each case, construction supporting the roof/ceiling shall also be one-hour construction. Section 505 (e) 5. 56. No openings in the lower roof are permitted / within 10 feet of the area separation wall if / parapets are not provided. Section 505 (e) 5. 57 ./'Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i.e., Item Number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item PC 5406). 4/25/89 4 51. Parapets of area separation walls shall have / noncombustible faces for the uppermost 18 / inches, including counterf lashing and coping materials. .4. See the attached article, "Area Separation I Walls Revisited", and incorporate appropriate data and details on your plans. 60 Provide complete details of the area separation / wall(s) to show compliance with Section 505 (e) Y. 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). BUILDDIG STORIES 62. Clearly show the maximum building height based on the definition in Section 409. 3' Clearly show if the lower level is a basement 7 or story, based on the definitions in Section 403 and 420. ,6. 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. 65. The height and number of stories cannot exceed / that shown in Table 5-D. Show the code basis for the height/number of stories as shown. &i. One additional story would be permitted beyond 7 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 /7. Section 507, Exception 1. YIRE-RISUVE Where one-hour fire-resistive construction is 7 / 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 requixements 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. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. /o. 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 .4304 (e). Detail and reference ICB0 number or other approval for horizontal fire assembly using trusses. Section 4303 (b) 6. 7,2. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303 (b) 6. Roof/ceiling and floor/ceiling 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. 74. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). 75' Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). 76'. 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. /7. 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. 78/ Structural members such as beams supporting / more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. 125/89 5 M.- Clearly specify minimum thickness of walls and / slabs to provide ________-hour fire-resistive rating per Table 43-B. and C. Clearly specify minimum cover for bonded reinforcing at - fire-rated floors, fire rated columns, fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. 780. Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. /12. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302 (a). I. IRMUOR WAIL AND LI* FINI /43. Foam plastics shall not be used as interior finish except as provided in Section 1712. 84/ When walls and ceiling are required to be fire- resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203,.1. 8$' When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. 86. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire- retardant treated wood may be used. Section 4203, 2. 8'7. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied .directly against a noncombustible b'-k4iig unless it is in accordance with an approved tested assembly. Section 4203, 4. 88(Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B." J. S OJPA1!CY SEPARATION ~)9 A -hour occupancy separation is required between 1-I —'/ occupancy and the _occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See except as in Sect * n 503) /fla7 'IS-). 9g. Adm2.nlstrative and clerical offices and / similar rooms need not be separated from other occupancies provided they are less than 750 sq. ft., less than 25 percent of the floor area of the major use and not related to an H- 1 or 11-2 occupancy. Section 503 (a). 91. Provide -hour fire-resistive door assemblies in the -hour occupancy separation. Section 503 (c). / 0 i" ac_c -c-'1 A2. A B-1 occLpancy in the basemenW or firstory 7 of a -'building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and' type of construction ONLY if the conditions of Section 702 are met: B-]. is Type I construction. B-1/B-2 is separated by a three-hour occupancy separation. C. B-1 is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction. 7/ constructi The Type I on is required to have Prot ected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). fr( in Type i construction, no openings are / permitted in exterior walls less than 5 feet from a property line. Section 1803 (b). 9). All openings in floors forming a three-hour / separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half-hour assembly. Section 503 (c) 2. Tables 43-A, B, C and Chapter 43. 4/25/89 6 c6 Structural members supporting an occupancy / separation must have the same fire-resistive rating. as the separation. Section 503 (b). No openings are allowed in a four-hour fire- 7 resistive occupancy separation wall. Section 503 (0- 98. Openings in a three-hour fire-resistive separation shall be protected by a three-hour, assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c). ,$ A two-hour fire-resistive separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half-hour assembly. Section 503 (c). one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c). Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 sq. inches and not exceeding 100 square inches per 100 square feet of wall may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304 (e). /102. Fire-resistive floors used for occupancy .7 separation shall have openings for mechanical and electrical equipment enclosed in shafts per Section 1706. lOX Clarify that wiring within concealed spaces / complies with the Mechanical Code and UBC Section 4305 (e). 1-4 Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306 (j). 105. Usable space under the first story shall be / enclosed and shall be separated from the non- usable space as required for one-hour fire- resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood \core, not less than 1-3/4 inches in thickness. Section 1703. 006Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc.. yó. Unless the entire building is sprinklered, 7 storage areas in excess of 1000 sq. ft. (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). K. EXITS 108. In all occupancies, floors above the first story having 10 or more occupants, shall have no less than two exits. ectin 3303 (a). LSe1.5o Ioco1 C.41 109 In areas whei4 the occupant load exceeds 3 -, two exits are required. See _ Table 33-A. ') I-Ia f/( .2- ,110. Rooms Rooms with more than 10 occupants may havele exit through one adjoining room. Revise exits to comply. Section 3303(e). lI. Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c).. 1l2 The maximum number of required exits and their 7 required separation must be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). ii1 Where required exits enter an exit court (see ' definition, Section. 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. /5.Change in width in a exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311 (b). 11. Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). 1y1 Basements require two exits. Section 3303 (a). 4/25/89 7 Total width of exits in feet shall be not less 7 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. U. 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). 126. 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). )l1'l. 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 128. When a door landing serves an occupant load of SO or more, doors in any position shall not reduce the landing dimension to less than one half its required width.. Section 3304 (i). Door landings shall have a length measured in the direction of travel of not less than 64 inches. Section 3304 (i). 3,36. 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). 33?. 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). 32. Ramps required by Table 33-A shall not exceed .7 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. STh1&YS G~)Wuithout it doors should.be openable from the inside 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).] 3Z'3. 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. All doors and gates, within the exit path from 7 an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. 125. 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)6. The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 (b). Secti9n 3304 (e). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled aF s is required) below the threshold is red on each side of anexit door. Section (h). l). Stairway width must be at least 44 inches when / serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). 134 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 / than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). 136 Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 16" o.c. mailers. Section 3306 (m) (n). 7. Landings should not be reduced in width more / than 7 inches by a door when fully open. Section 3304 (i). Stairways from upper levels which extend below 7 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). 13iertical distances between stairway landings / are limited to 12 feet. Section 3306 (i). 4/25/89 8 140 All interior stairways and ramps shall be / enclosed. In other than H-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). 141. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 3306 (c). See the exception for private stairways serving less than 10 occupants. Winding and spiral stairways are permitted only 7 in residential occupancies. Section 3306 (d). Stairways should be enclosed as specified in /• 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. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (h). In buildings four or more stories, one stairway / must extend to the roof. Section 3306 (0). It 7 must be in a smoke-proof enclosure in buildings over 75 feet in height. A first stpry as allowed by Section 702 shall be included in determining the number of stories twhen determining if a stairway to the roof is required. Section 3306 (o). (~tstairways. rails: Mandrails are required on each side of 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. 4'. Stairways with less than four risers that ./ serve one individual dwelling unit need not have handrails. d. Handrails shall be 30" to 34" above nosing of treads and be continuous. ,i.. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. fr 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. 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). 148 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). 19(Openings in exterior walls below or within 10 / feet, measured horizontally, of an exterior stair shell 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). Buildings four or more stories in height shall have a stairway m=bering system complying with Section 3306 W. d. 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 47. exit enclosure, including protected / openings. Only exit doors are permitted to open into the corridor. 4/25/89 . . 9 15(. Corridors and exterior exit balconies serving / 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). exterior exit balcony is handicapped, changes in made by means of a ramp. 153,-Corridors serving 30 or more occupants shall 7 have walls and ceilings of one-hour 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). - One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). 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 (Ii). Section 3305. 1. Duct penetrations of fire-rated corridor walls / and ceilings shall have fire dampers per / Section 4306 (j). 158'' 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). Provide a complete architectural section of / the corridor, and exterior exit balcony, t showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). Ceilings of combustible materials cannot be / suspended below the one-hour corridor ceiling. / In types III or V construction fire retardant treated wood may be used. Section 3305 (g). l6i. 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). 16,2. When two exits are required, dead end / corridors and exit balconies are limited to 20 .7 feet. Section 3305 (e). N. EX1r SIGNS Exit signs are required for exits serving an ' occupant load exceeding 49. Show all required exit sign locations. Section 3314 (a). l4. Show that exits are lighted with at least one / foot candle at floor level. Section 3313 (a). lflS. Show that the power supply for exit / illumination and exit signs is provided by two separate circuits. (Occupant load.exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313 (b) 1. 16. Show separate sources of power for exit / illumination and exit signs. (Occupant load I exceeds 999 in A-1, 500 in A-2/2.1, 750 in churches, 100 in I's and 500 in B-2 occupancies used for retail sales or offices). Section 3313 (b) 2. 147. The exit sign locations as shown are not adequate. 0. EMATORS 16,8' Elevators shall be enclosed in a one-hour / shaft except in Type I and Type II F.R. / construction where the elevator shall be in a two hour shaft. Elevators in other than Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. Section 1706. When a corridor or / accessible to the elevation shall be Section 3305 (f). 4/25/89 10 1 4. 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. 170. 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. 17. Elevators in high rise buildings shall comply ' with Section 1807(b). 172. Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). 1i3. Doors other than the hoistway door and the / elevator car door are prohibited at the point of access to elevator car. Section 5106. Revise the number of elevator cars per hoistway / enclosure to comply with Section 5103(a). Provide notes, details or specifications to / show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. 171 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 41-3" 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. 17/ Specify on the window schedule the glass 'type 7 and thickness to show compliance with Table 54- A and B. 178. 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. 17,9 Glass in excess of 9 sq. ft. with the lowest / edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. xw 180. A fire-retardant roof covering is required. See exceptions under Section 3202 (b). Specify roof pitch. 18k-. Roof pitch is not adequate for roof covering / specified. Specify minimum pitch of 183. Specify roof material and application. 14'. Specify ICBO, UL or other recognized listing 7 approval number for roof materials not covered inUBC. 18541—Specify roof slope for drainage or design to / support accumulated water. Section 3207 (a). r ips 186 Show roof drains and overflows. Size dra pe Appendix D of UPC ,Sectio 3207 (a). 7 p4rqj Y kJt1 a )87. Show the legal bdis to allow roof drainage to 7 flow onto the adjacent property. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 LF, if sprinklered). Section 2516 (f). B-2 and B-A# 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. 7. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show ./ compliance with Section 5206 or provide ICB0 or other recognized approval listing. 192/'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 save or cornice vents. Section 3205 (c). 7. Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). 4/25/89 11 191( Fire sprinklers are required for any story or / basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). Fire sprinklers are required in a basement if / any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). 14i 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). / 147. 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. 14. Fire sprinklers are required in B occupancies when exceeding the areas in Section 3802 (f). 199. Provide fire sprinklers in drinking and dining / establishments when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 (c). 120. Provide fire sprinklers Section 506, 507, 508 or 3802. See also jurisdiction ordinance. 20/When serving more than 100 sprinkler heads, / automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Section 3803. ,26. Provide class ______ standpipes per Section 3807. A first story as allowed by Secti94 702 shall be included in determining the ntmbèr of stories when determining if standpipes are required. Section 3806. S FOUMMMOK 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. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. 29.S( Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). The foundation plan does not comply with the following soil report recommendation(s) for this project 207 Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 2. Note on the foundation plan that: "Prior to 7 the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: a.' the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 9. Provide spread footings for concentrated loads / designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. 2) Show height of all foundation walls. Chapter / 23. 2y1 Show height of retained earth on all 7 foundation walls. Chapter 23. Show distance from foundation to edge of cut .7 or fill slopes and show slope and heights of cuts and fills. Chapter 29. 23,3'( Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. 4/25/89 . 12 (9 iV Note on plans that surface water will drain away' from building and show drainage pattern and key elevations. Section 2905 (f). 215. Dimension foundations per Table 29-A. UBU M GO1$ FOR 91V0 SLAI0 LL1-u11 IMR&M ar I I -- I IAPPOWM I I I'd I I.0 W 4 I I . I I "New"I IW ,COT1I I - I b. StI 1 I - I I I ir -•- J TI I - I - S I 59P.C4 I I - I II I'IeI.17151$21 I 3 1 10 10 • IL 'W, saial c . Io, g$ be PTN - wAx 6c Ow aq k acpaW ic do drada d0 fo. - 216'. For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. 211'. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 218. 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). 221 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. 22,8' Specify that posts embedded in concrete shall / be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. dlm~:.l 229 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. 236. Show height and construction details of all / masonry walls. Chapter 24. 211. 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. !32. 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). 233. Show a minimum 2" air space and flashing / between planter and building walls. Section 2516 (c) 7. 219. Specify size, ICBO number and manufacturer of U. FRAMING power driven pins. Show edge and end distance and spacing. Section 306 (f). _A...() plans with cross referencing as needed to show Provide complete structural details on the (3 Show size, embedment and location of hold down the structural framing will comply with the anchors on foundation plan. Section 2303 (b) design calculations and building code 4. requirements. 22y( Note on the plans that hold down anchors must 7 be tied in place prior to foundation inspection. 222. Show adequate footings under all bearing walls and shear wa s. Section 2907 (d). y(3. Show stepped foot for slopes steeper than 1:10. Section 2907 (c). 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. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 6. Show minimum under floor access of 18 inches by 7 24 inches. Section 2516 (c) 2. 235. rovide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. ()rovide a special inspection section on the plans listing all structural elements requiring special inspection by U.B.C. Section 306. (7. Where special inspection is required for / masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. Show wall bracing. Every exterior wood stud / wall and main cross partition shall be braced at each and and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists 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). 140 Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 22 Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 243. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. 2L4-:'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. 245//Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (Ii) 2%'. Show 1/2" minimum clearance between top plate / of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 2411. 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. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; t. c., in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. 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. 2,48. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 925-Q* Show nailing will be in compliance with Table (y)Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 101; on-bearing: 2 x 4 max. 141, 2 x 6 max. bl7. 251 . Show 3" x 4" or 2" x 6"J studs in first story / of three story building. Table-25-R-3. 252. 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. 25. 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). S254-tail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). 255. tail shear transfer connections, including oof and floor diaphragms, to shear walls. Section 2513. : : 256. pecify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K) and Section 4713 (d). 257. rovide truss details and truss calculations for this project. Specify on the plans the, ;s ide icJ umber 11 ' "I 758. 4 °r'ot fim floor framing plan. Section 302(a) 7. Provide framing sections through - Section 302 (a) 7. (;)Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 261. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. 4/25/89 14 262. Provide calculations for lateral loads, shear 4 1 ()how light and ventilation, for areas panels, shear transfer and related. Section customarily used by people, will comply with 302 (a) 7. Section 605. 275. Provide details of restrooms to show / compliance with Section 510 (b), regarding floors, walls and showers. 263. ow on the plans all structural requirements developed in the structural calculations. 2. 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. 265< 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. 266. Specify plywood grade and panel identification - index. Table 25-N. 267 When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). ,218. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. .219. 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. ,21'o. 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). 23)/Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). V. HISCELIAMMM Parking garages shall have an unobstructed / headrocs clearance of not less than 71-0111 above //Z43- the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). 3$. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705 Show unenclosed floor and roof openings, open 7 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 in. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. Z7'8. Provide platform and stage construction, 7 including occupancy separations and roof vents, as per Chapter 39. - 9 . Provide at least one drinking fountain for / each floor level in Group A occupancies. Section 605. 28'0. Show that aisles and seats comply with Sections 3315 and 3316. ,Z1. Buildings housing Group A Occupancies shall 7 front directly upon or have access to a public Street not less than 20 feet in width. The access to the public street thafl 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. 22. Pedestrian walkway shall comply with Section 7 509. W TrI1 24 HANDICAPPED AS vide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requireme7ts mavbe more retri tive than Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 4/25/89 15 285 Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 286. ncorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". 281. 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 p ject. If you have any please contact7~~~~—nJl qz at Esgil Corporation. Thank you. Enclosures: - J25/89 16 COH MEN TS- Date i____ Pryed byt (ç?— Jurisdiction no r )-.s LJ, Bldg. Dept. VALUATION AND PLAN CHECK FEE Esgi]. PLAN CHECK NO.9 BUILDING ADDRESS p APPLICANT/CONTACT PHONE NO._________________ BUILDING OCCUPANCY - / DESIGNER PHONE_____________ TYPE OF CONSTRUCTION \J !\) CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE _• 2 237 Z, 21d-z:52 )- 4-ry 27O Air Conditioning Commercial - . @ - - Residential Res. or Comm. - Fire Sprinklers • Total Value 9 7'-/-/2 SHEET I OF I • 12/87 ENGINEERING CHECKLIST Date: a) a) - - LEGEND Item Complete s11ii Plan Check No. Project Address:Z12ô /? /-?!o Project Name: / C772),t(EJ jc9,we Field Check Date: By: 7 Item Incomplete - Needs Your Action 1,2,3 Number in circle indicates plancheck number that deficiency was identified LEGAL REQUIREMENTS Site Plan Provide a fully dimensioned site plan drawn to scale. Show: North D 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 D and proposed slopes, driveway and percent (%) grade and drair'age patterns. D 3. Provide legal description of property. D 4. Provide assessor!s parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE__________ El El 7. Need the following completed prior to building permit issuance: El M Grading plans signed. El 0 Grading permit issued. F 17 Grading completed. El El Certification letter and compaction reports submitted. El" El El Grading inspected and permit signed off by City Inspector. El F 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. L-V110 El FEES REQUIRED 2,// r-1 0. Park-in-Lieu fees required. ____ Quadrant: , Fee Per Unit: , Total Fee: Traffic impact fee required. Fee Per Unit: .- Total Fee: - Bridge and Thoroughfare fee required. Fee Per Unit: ---, Total Fee: Public facilities fee required. Facilities management fee required. Fee: Additional EDU's required: Sewer connection fee: .- Sewer9permit no. Sewer lateral required: 0 U 0 0 p. 0 REMARKS: 0. K. to iss ?7 Date: If you have any questions about any of the above items identified on thi s p l a n check, please call the Development Processing Department at 438-1161. V L'.2) PLANNING CHECKLIST D •D •D Plan Check No. Q71' ' 'i' Address 7247 P ? . 2 .! Type of Project and Use <>t'JC5kD, / Zone Use Allowed? YES NO r's rn Setback: Front Side ( Rear Facilities Management Zone I School District: San Dieguito Encinitas Carlsbad 'I San Marcos Dkcretionary Action Required YES NO Type D fl fl Environmental Required YES NO 0 0 Landscape Plan Required YES NO Comments 0 fl Coastal Permit Required YES NO v- O Additional Comments Q 6 )c(7-It5Jc " Pitti f2't5) c6 &A-AJ toy 4rct '1 y 4 );U j33 (r IL L • ' p QA ,..f S f2-krl A Yrq-C- t'rS fR yx\it 'c- p OK TO ISSUE DATE