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Home My WebLink About1885 HIGH RIDGE AVE; ; CB890670; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Permit Permit No:CB890670 ,_ 'o cr- - - Building Inspection Request Line (760) 602-2725 Job Address: 1885 HIGH RIDGE AV CBAD Permit Type: RAD Sub Type: ,ParceiNo:- . 2073854100 - Lot #: , Status: FINAL ;va1uation: ,. . $26,400.00 Const Type: NEW Applied: 05/05/1989 OccGroup: • - Reference #: Entered By: DC Appr/Issued: 06/08/1989 ' ProjéctTit1e: 400 SF RES ADDITION Inspect Area: MP ., _•I_t_-_. S .4 -Applicant: • Owner: KAFFKA, GREG CLSBD PACIFIC/G KAFFKA S 1885'HIGH RIDGE AV 1885 HIGH RIDGE AV CARLSBAD, CA 92008 CARLSBAD, CA 92008 .619 729-5308 ' 619 729-5308 'S • - - -- - - S S S Total Fees: 5'- -$512.00 Payments To Date: $512.00 Balance Due: - H.$o - S • S • S 5-•S 5 .. V r ',,Description S Fee . - --S.--- - - - - - - - - - - -- - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - S - ELECTRICAL TOTAL ($10 15.00 :* MECHANICAL TOTAL 26.00 , PLUMBING TOTAL 5 * 32.00 Building Permit 265.00 '\ Plan: Check 172 .00 -•Stron Motion -Fee - 2.00 - •;- -I.'.:. ' _ - S S - You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. L. . ..CARLSBAD BUILDING DEPARTMENT -- APPLICATION PERMIT - , 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 - . - . - - - .108 ADDRESS - AV. ST.RD. THOMASBROS NO. DATE VALUATION PERMIT NUMBER . ' 'S • 11~vzr W, le T . BUSINESS LICENSE ñ 7 IONPPLIC . - . - - LOT [BLOCK SUBOI VI'51'ON Es SOP PA CEL NO, CONTRACTOR ( iv / CONTRACTORS PHONE $ .ZONE 7 3 (Ii A) 67 OWNER'S NAME / OWNER'S PHONE L"-"-' BUILDING SO. FOOTAGE I CONTRACTOR'S ADDRESS STATE LICENSE NO. ' 1 72,7 -3c? t/IVING ADDRESS ________ 1 DESIGNER S HIq /cA 4 DESIGNER'S PHONE - - ' -- -- — ON OF W063( . . '-) 7469 06/08/89 0001 01 02 DESIGNER'S ADDRESS STATE LICENSE NO. -PUPMA - 340.0C t ' rE / F / P F L R ELEV. NO oc EDU ;oo -' - - - - - - - CENSUS TRACT- r G SPACE PARKIN G RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE , • 0CC LOAD FIRE SPR t - - 1- nO _ AREA vD N YO N Not Valid Unless Machine Certified — Q. PERMIT -ISSUE OTY. FIIECHANICALPERMIT ISSUE - SUMMARY/ACCOUNT NUMBER fL.(N,G, , -9S0 (çO - EACHFIXTURETRAP ' - INSTALL FURN. DUCTS UPTO100,000BTU , BUILDING PERMIT 001-810'00-00-8220 EACH BUILDING SEWER ' -'-. • - -- OVER 100,000 BTU - — ' ' , -'-SIGN PERMIT • " 001:810.00.00'8221 - -' - w EACH WATER HEATER AND/ORVENT ' - BO(LER/COMPRESSORUPTO3HP - PLAN CHECK 001-810-00-00-8891 'EACH GAS SYSTEM VT'O4'OUTLETS • . BOILER/COMPRESSOR 315HP ,I TOTAL PLUMBING OOi'810'O0-OO-8222 -_/_;:•;,2,______ - 'EACH GAS SYSTEM 5ORMORE'--'___- .- METAL 'FIREPLACE -'I , -.'- ELECTRICAL 001-810-00-00-8223 -EACHINSTAL.,ALTER,_REPAIRWATERPIPE , _ VENT FAN SINGLE DUCT . MECHANICAL 001-810-00-00-8224 - EACHVACUUMBREAKER _--- MECH EXHAUST HOOD_DUCTS MOBILEHOME 001_81000008225 — WATERSOFTNER:.-,_-' _ ,.,, . --SOLAR------001-810-00-OO'8226-- - ------- • EACH ROOF DRAIN (INSIDE) • , .RELOCATION OF EA FURNACE/HEATER -----.-- DRYER VENT . STRONG MOTION 880-519'92-33 2'- - - - - • . '- TOTAL MECHANICAL - ' - - ' ' -- -- -' -- ' FIRE SPRINKLERS --001:810.00.00.8227 - - - , TOTALPLUMBIN.G.-- _I - -_ig - _PUBLfC.FACILITIESFEES _320-810-00-00-8740. . -- - - - — - • -. "1 BRIDGE FEE 360-810-00-00-8740 QTY. ELECTRICAL PERMIT- ISSUE ,v - -• co QTY.. MOBILE HOME.SETUP •! -' - -. - -' - - -- . - --- PARK-IN'LIEU__(AREA - -- - - '- - -. - • -- __,__,_ __,,,__ _• ___"' - - • -- ,_NEW,0NS1EAAMPSW1BKR _•Cc CAR PORT t -• -- _TIF _-- ___312-810-00-00-8835 - - - -- - - jPH - _3PH __s' --, AWNING - , LA COSTA.TIF 311-810-00-00-8835 -EXIST.B.LbG EA AMP/SWT.BKR ' -' . - t' GARAGE "- -. - ' - - . - . FMF' 1PH _3 PH __ -p.. I - , _- - LICENSE TAX -0O1'810-OO'O0'8162 ,.. __-- REMOOEL'ALTRPERCIRCUIT I •--1 . • ' 'MFF.'i '880519-92-57 - __ . - -- -•-.- --.----.--.. —. ---'OVER 200AMPS _' - - -- -. S '-- ' ' _________ I I ___________ 'T-EMPPOLE200AMPS-------'r.:....'-:'. TEMP OCCUPANCY..I30 DAYS) -., ___-- '-Ii--' _'1 -•' ' - ' . ------ — -.!--•.'--• --o -- -' '. ' - ---,-- CREDITOEPOSIT- - -• - TOTAL ELECTRICAL i I TOTAL! -— TOTAL TOTAL FEES PAYABLE. If I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER ode shall expire by limitation and become null and void It the building or work CERTIFY UNDER PENALTY OF.PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 5'0" authorized by such permit is not commenced within 180 days the date of such DEEP AND DEMOLrTION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the building or work authorized by such per mit suspended or STRUCTURES ISSUED:- TO COMPLY WITH'ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- OVER 3 STORIES IN HEIGHT abandoned atany time after the work is commenced STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND , KEEP HARMLESS THE OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLiCE-9IGNATURE EXPENSES WHICH MAY IN'ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE (, for a period 01180days. APP V~BY JER ONTRACTORJCOJ D ~dl%~I~ BYPHONE -GRANTINGOFTHISPERMIT:--.• _,•A..•49$;;i.:-. USE BALL POINT PEN ONLY & PRESS HARD _2i 0 I hereby'aflirn that lam licensed under 'Ui Provisions of Chapter 9 (commencing with I - Ssction 7000) of Division 3 of the Business and Professions Code, and my license is in I L lull force and effect. - - I hereby affirm that I am exempt from the Conttac' - . or's License Law or the following reason (Sec. 703t .5 I - Business and Professions Code: Any city or county whiclt re - quires a permit to cnnstruct, after,-improve. demolish, or - tepair any structute, prior to its issuance atso requites the ap' plican for such permit to tile a signed statement that he is i. 'licensed pursuant to the provisions of the contractors License law (Chapter 9 commencing with Section 7000 of I - Division 301 the Business and Professions Code) or that is ex-_-- I empt therefrom and the basis for the alleged enemptioni'Ary violation of Section 7031.5 by an-applicant for a permit sub' iecls the applicant to a civil penally .of not more than live han' a - dreddnllars (S500(,'' I I. as Owner 01 the property, or my employees with wages . as their sole compensation, will dn.the work, and the stroc' turn is not intended oi'oltered or sale Soc. 7044. Business and Professions Code: •The Contractor's License Law does I i n not apply to an owner of property who builds or improves S thereon and who dons such work himself or through his own - cemployeos, provided that such improvements are not intend. .07 W ed- or offered for sale. II, trowyver:- the building or improve'_ - Z menI is sold within one year nI completion, the owner-builde( 39 will have the burdenot proving that he did not build or im' i .0 - - prove for the purpose of sale). -- -- - I I, as owner of the property, am exclusively contracting r • with licensed contractors to construct the project (Sec. 7044. .1 Business and Professions Code:, 'The Contractor's License - - -"- Law does not apply to an owner 01 property who builds or rn' 'I F ' proves thereon, and who contracts for each projects with a contracior(s( license pursuant In the Contraclnr's License - 2 Z 1 ' _t•)I i.- Ii As :homeowner am improving my home, and the 10110w' 4 - ingconditionsenist:.-qa,,a— ..r . --'-t.' The work is being performed prior to sale._ '2. - Fhave; lived .in - my 'home for twelve - months o prior to completion ot this work, 3.. I. have not. claimed 'this. exemption during the- 0 last three years. 0 tam exempt under Sec. -' B & P.C.' torthis reason'. r- I I tt.___' Ca ."C ? CV hereby attirm that I have'a certificate of consent to or a certificate 01 Workers' Compensation In. - surance. or a cerlilied copy Ihereot (Sec. 3800. Labor Code)—,1 ' , r •' , I IrPOLICY.NO. •L . Y i COMPANY .0 Copy is tiled with the city. 4 OCertified copy s hereby! furnished IWO 0 "U CERTIFICATE OF EXEMPTION FROM - U - _WORKERS'COMPENSATtON INSURANCE Cfl .-n is section need not be completed it the permit I IThis or one hundred dollars ($tOO) or less) LLJ I certify that in the performance of the work ton which this permit is i'ssxed. I shall not employ any person in any - manner so as to became subject In tIre Workers' Compcn. i - sation Laws of Catilornia, '..NOTICE TO APPLICANT:'It, alter making this CertihcaIe.1j I of Exempt on you should becnme subject In the Wo Ire - _ Compe'nsation provisions 01 the Labor Code. you must i IorIhwiIh Comply with such provisions or this permit shall I -' he deemedrevoked, - r -- - La - -rt.o II he'eb utti/n'th'at there is construction lending agency tor the pdrtormance'ol the work for which this per. - 01 .4 mit is issued Sec. 3097. Civil Code) -' WI Lender's Name ' ' ' ' ' Lender's Address - I- • - - - .- r -i--, - tl C2 890 '- - FIELD INSPECTION RECORD- REQUIRED SPECIAL INSPECTIONS -INSPECTOR S NOTES INSPECTION'- REQ. IF DATE. INSPECTOR'S - .-. -CHECKED -APPROVAL- __ _---.-, --.---- --- ------- ---- - SOILS COMPLIANCE J . .PRIORTO ----.----.-.---..---- - FOUNDATION'JSP I - _• ..STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED 1 CONCRETE POST-TENSIONED - -. - . . - -• - -. . - ••' - CONCRETE FIELD.WaDING. ._ - ._-_.-- --- - - -4 .-.-. ._------ - -:--- .: - -HIGHSTRENGTH''-t -1 - ' ")••--• . I-- -_.-.- -•- •1 --•-----,.-,---- _SPECIALMASNRy 1 --• - - - - - -. -, • -PILES CAISSONS - - - -: - I. • . - I .. $ ______ - i.-,- . - --- . — - . --.- - -------__- - -.-. - .--- .L--.--.......:---•--•-• • - -_. -- ----- .--.-.--- -h---.- - - -- __________ • :' -. .- - - - - . -v -: c• - • • , • r- - t . - • - '• _\ - •' •- --,•- _______ 1, -.c.'-- ' . - .- - S.-. S..- \' •• . - • •, - -. I. • . .. -. - - - - -:--: • TYPE, . DATE INSPECTOR BUILDING FOUNDATION. REINFORCED STEEL MASONRY GUN ITEOR GROUT SHEATHING D ROOF, . El SHEAR. FRAME.. .••. '. . - EXTERIOR LATH _____ INSULATION - --. INTERIOR LATH & DRYWALL PLUMBING UNDERGROUND WASTE,-0 WTER TOP OUT El WASTE - El WATER --. - - TUB AND.SHOWER PAN . . . GAS TEST. El WATER HEATER El SOLAR WATR. II ELECTRICAL o ELECTRIC UNDERGROUND El UFER ROUGH ELECTRIC 0 ELECTRIC SERVICE El TEMPORARY El BONDING El POOL MECHANICAL O DUCT & PLEM., El REF. PIPING HEAT - AIR COND. SYSTEMS '1 VENTILATING SYSTEMS '' . \__;• - CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE FINAL i - PLUMBING ELECTRICAL , . MECHANICAL GAS BUILDING C SPECIAL CONDITIONS - .• , -, S S ••• . 4 - CITY OF CARLSBAD S . * - INSPECTION REQUEST - PERNIT#"CB890670 'S FOR 02/09/90 INSPECTOR AREA MP: DESCRIPTION: 400-SF RES ADDITION PLANCK# CB890670 OCCGRP TYPE: - RAD - S . - CONSTR. TYPE NEW - JOBADDRESS: 1885 HIGH RIDGE AV STR: FL: STE: APPLICANT: KAFFKA, GREG •, PHONE: 619 729-5308 CONTRACTOR:, .5,. PHONE: OWNER: ,.: . PHONE: PC :.REA:3/M/GEG/729-5308 INSPECTOR SPECIAL INSTRUCT: : .-: • * /5* • * . -.TOTAL-TIME: - CD LVL DESCRIPTION ACT COMMENTS 19: .ST Final Structural RC ' (tJcc 29 PL Final'Plumbing 39 .EL-.Final Electrical - -9•.MEc Fin ál. Mechanical - 5, S - -: . • - INSPECTION HISTORY . - ***** DATE DESCRIPTION ACT INSP COMMENTS *55*5 ,• - . •• •• - -. . - 55 • • 5, ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 - SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: -/7'7' PLAN, CHECK NO: C4'70 SET: iLL. APPLICANT PLAN CHECKER FILE COPY UPS DESIGNER :pRojECT ADDRESS: tIcF- R'- /4_j, 'PROJECT NAME:_________________ .E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. r:- The plans transmitted herewith will substantially comply t the building with jurisdiction's codes when minor deficien— cies identified /?-1"),r.ci.-.s fL.4L--' 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. 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 applicantcontact person. The applicant's copy of the check list has been sent to: :j Esgil staff did not advise the applicant contact person that 0 - plan check has been completed. - . ••' - - . .Esgil staff did advise applicant that the plan check has been completed. Person contacted:_61 FF--4- Date conttd./1 Telephone #______________ REMARK C? ~J PC ---i— t;A) - By Enclosures - ESGIL CORPORATION 0GA DAA 11vw CD DM ,, DC,L.D/i ;'V• - - - - -. ESGIL CORPORATION - V 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 t-I.V (619)560-1468 DATE: ,s- 3/ S ~jj BIN URISDICTIO JURISDICTION: C/AP fl' PF -4.S5iD PLAN CffZCKER DFILE COPY V PLAN CHECK NO: 7O SET: .1E ours V . []DESIGNER ,..PROJECTADDRESS:/&85 /-/iC/-/ ,/c.tjp Av& SFR (DD The plans transmitted herewith have been corrected where V •:V - necessary.and substantially comply with the jurisdiction's building codes. V V V The plans transmitted herewith will substantially comply VV with the jurisdiction's building codes when minor deficien- cies identified are resolved and 4 checked by building department staff. D. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected ;. .. and resubmitted for a complete recheck. The check list transmitted herewith is for your information. V -1,'The plans are being held at Esgil Corp. until corrected plans are submitted.for recheck. V V The applicant's copy of the check list is enclosed for the V jurisdiction to. return tothe applicantcontact person. The applicant's copy of the check list has been sent to 6R-Ex-:4 -IFF1 1S5 /1icH /iOc 14V C4 IZ000 Esgil staff did not advise the applicant contact person that, V plan check has been completed. Esgil staff did;advise applicant that. the plan check has been completed.. Person contacted: EC /-kF-A . 'VVV'V•V• Date contacted: V Telephone #7Z-So8 D REMARKS V VV By:"SYS 4&M Enc1osures- -, V -, ESGIL CORPORATION VVV __ 7V 0 GA 0 AA 0 VW 0 D - .. JURISDICTION: 1,S 5AV Datc________ PROXCTA0ORE5S:jc F/1H ,4J 10: •iE; x4FK/4 - PLAN CORRECTION SHEET -70 Planr Check No.___________________ S - FOREWORD: PLEASE READ Plan check is limited to technical requirements contained In the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy - conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based ci, laws and ordinances enforced by the Planning Department, Engireering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the planswill 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 violationof any state, èounty or city law. A. PLANS Please make all cor:ctions on the original .tracings and submit two new sets of print., and any original plan sets that may have been returned to you by the Jurisdiction, to: 3 q/L, Cf ( To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. -. 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 plane received by plan checker___________ .Date .plan check completed__________ By -.: - F' Lk r -rfr ,q--7-7t Cf+ -. (fr1P.JrA.J 71+6 PLANS * (i) fAt' i// i-7/ L— ,- - 779-T E/ 77ILJC7 H-&ft7 )(/ S r' M /77 - - I//87 r DATE: ¶5.. 5... - ESIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 JU CTION JURISDICTION. CITY OF CARLSBAD PLAN CHECKER - PLAN CHECK NO: flFILE COPY SET: 'L CUPS -: flDESIGNER . PROJECT ADDRESS:./8 ,'/i/.t/L V6 -5 PROJECT NAME:(,4iz) 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. n The plans -transrnitted herewith have significant deficiencies .identified on the enclosed check list and should be corrected ;- And resubmitted for a complete recheck. The check list transmitted herewith is for your information The plans are being held at Esgil Corp. until corrected $ -plans are submitted for recheck. The applicant's copy of the cheök list is enclosed for the jurisdiction to return to the applicant contact person plicant's copy of the check list has been sent to: 7.ZE AFF/( /4c1 /rV Esgil staff did not advise the applicant contact person that S 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 f 8 ' - !.. . I By / LE E; iY) Enclosures ESGIL CORPORATION 0GA EJAA EIvw 0DM Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform JURISDICTION: CITY OF CARLSBAD Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy S conservation, noise attenuation and access for the / - handicapped The plan check is based on ,TO: F/-xl14 regulations enforced by the Building Inspection - Department. You may have other corrections based 1.-. on laws and ordinances by the Planning Department, Engineering Department or other departments.. Present.Califoia law mandates that residential ENCLOSURES: _'.* construction comply with Title 24 and the followthg - , 5' - - - model codes: - •••-; 1985 UBC (eff. 7/31/87) - 1985 UPC (eff. 3/30/87) ' 1987 NEC (eff. 10/28/87) PR6JEcLADDRESS:/5 H/ft /-rZ AVE.. 1985 UMC (eff. 8/28/87) - - - The above regulations apply -to residential •. - ( construction, regardless of 'the code editions FLOOR ,AREA ( adopted by ordinance. STORIES: - - ' The circled items listed need clarification, - •' :' modification or change. All items have to be HEIGHT:., satisfied before the plans will be in conformance ft . with the cited codes and regulations. Per Sec. ,REMARKS: - . 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. r . To speed up the recheck process, note on this list - (or a copy) where each correction item has been -. PLAN-CORRECTION. WT . addressed i.e., plan sheet, specification. etc. Be CITY. OF CARlSBAD - sure to enclose the marked up list when you submit SflK.E FAMILY AND 1XJPLThJELLThGS . the revised plans. Date plans received by jurisdiction Dep1ais received by Esgil Corporation: -- Date initial plan check completed: - By Applicaiit contact person: •, --F&4 _Telephone:_7Z-.O5 WILE: iAGE NIfl(KS ARE IN S)ENCE AS PAGES HAVING NO 1IP2. HEEDING (X)RIONS WE DT.RT. .-List No.\63,Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) 14. - PLAN Show on the title sheet all structures, pools, - - -• I walls, etc. included under this application. 1.) Please make all corrections on the original Any portion of the project shown on the site '- tracings and submit two new sets of prints, and plan that is not included with the building 'any 'original plan sets that may have been permit application filed should be clearly returned to you by the jurisdiction, to: identified as "not included." Esgil Corporation, 9320 Chesapeake Drive, 11. Clearly show if the lower level is a basement Suite #208, 'San Diego, California 92123, / or a story, based on the definitions in ,.' (619) 560-11468. Sections 1403 and 420. Plot the finish grade (as defined) on the elevations and dimension 2. Please make all corrections on the original the distance. to the floor above, for story tracings and submit two new sets of prints, determination. 'W and any original plan sets that may have been returned to you by the jurisdiction, to: YE PROTECTION 'The jurisdiction's building department. 1/. Walls closer than 3 feet to property lines 3'.) -Indicate on the Title Sheet of the plans,' the shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when name of the legal owner and name of person ' the building floor area exceeds 1,000 square - 'responsible for the preparation of the plans. feet on any floor. 'Section 302(a)7. (Table 5-A, Section 1709 (a)). All' sheets of plans must be signed by the *,'person ' responsible for their preparation. l. Projections, including eaves, may not extend' I more than 12 inches into the 3 foot setback (California Business and Professions Code). from the property line. Eaves over required . / - Plans, specifications and calculations shall be windows shall be not less than 30 inches from the side and rear lines. Section property signed by the California state licensed 1710 and Section 504 (a) and (b). engineer or architect responsible for thir -preparation, for plans deviating from 3J4. Plastic skylights shall not be installed conventional wood frame construction. Specify / within 8' of an exterior wall located where expiration date of license. (California openings in such exterior wall are prohibited Business and Professions Code). or required to be protected. 1 .4 Section 5207 (a) 7. ) Specify on the' Title Sheet of the plans the gross floor area of each element of this 175. Projections, including eaves, shall be one- project including dwelling, garage, carport, / hour fire-resistive construction, heavy timber ,patio, deck and balcony. Section 302(c). ' ' or of noncombustible material if they project into the 3' setback area from the property D7-'. Provide a statement on the.Title Sheet of the line. Section 1710. plans that this project shall comply with Title 24 and 1985 UBC, UNC and UPC and 1987 NEC. 3.6. Show location of permanently wired smoke - .. ' . ' ' ---'Submit fully dimensioned drawn to plot plan detector, centrally located in 'corridor or- area access to sleeping giving rooms or above scale showing location, size, and use of all stair if sleeping rooms are on upper level.- -existing and proposed structures . on the lot. Section 1210. -',Identify property lines and show lot dimensions A - and all easements. Show location of all 'cut or 1//. A smoke detector shall be installed in the fill slopes. Show finish floor elevations and / basement of dwelling units having a stairway show elevations of adjacent finish grade. ' which opens ' from the basement into the - Show drainage patterns with minimum.slopes. dwelling. Such detector shall be connected. to Section 302(c). - ' ' a sounding device or other detector to provide . .. Indicate distance from property ' lines to ,. an alarm which will be audible in the sleeping area. Section 1210. proposed building. Section 302(c). - .- ' ' 18. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. - - ' i .-'.'- - " . S .S ' . ' ' ' - 12/16/87 -' - - , '4 . ROOM SIZES, LI(T, VENTILATION AND GLAZING 11. Habitable. rooms, ,other than kitchens, shall contain at .leist 70 square feet of fldor area. At least -one room shall have not less than 120 ' square feet of floor area. Section 1207 (b). 20. Window area must be at least 1/10 of the floor area and a' minimum of 10 square feet per Section 1205 (a). Appears to be deficient in -- - - 1, '• '• ii.. Openablewindow area in habitable rooms must be 1 ,1/20 of the floor area and a minimum- of 5. square -feet. In bathrooms, laundry rooms and similar rooms .1120 of area 'is required and minimum is 1.5 sq ft. (Section 1205 (a)). 2. .At least 1/2of the common wall must be open : and have, an opening not less than 25 sq. ft. nor one tenth of -the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section,1205 (a). 23 `.Required windows shall'not open into a roofed I.' porch unless the ceiling height is at least 7 feet, the lOnger. side is at least 65% open, and . the porch abuts a street, yard or court. YSectionil205 (a): 214. Provide mechanical ventilation capable of providing five air changes per hour in - ' bathrooms, water closet compartments, laundry ;rooms and similar rooms if required openable '. windows are not provided. Section 1205 (a). -. /.;: 'AJ&-PJ >SA-rh 25.- No habitable room '-other than a kitchen, shall .- be.-less than 7'0" in any dimension. Section 1207 (c).•- 2'Shw that -ceiling height for habitable rooms is . a'minimum of 7'6". Section 1207 (a). 2/7. .Show-' ceiling -height for , laundry rooms, / . hallways, corridors, and'bathrooms is a minimum of 7,'0". Section 1207 (a). 21 . Dimension on the plans the 30" clear width for I - water closet compartments and 24" clearnce in - front of water closet.. Section -511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent s-to such doors and glazing adjacentto walking surfaces. Section 5406. ''- . - 30. 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. l. Glazing in, shower and tub enclosures shall be / tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 32. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. 3. A mezzanine is an intermediate floor and may not have a floor area. exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear 'height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not, exceeding 42" in height. Section 1716. • 3. The loft you show does not comply as a mezzanine floor and is, by Uniform Building' Code definition, a story. Section 1716. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not / less than 2 exits. Occupied roofs may have I one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section J6. 3303 (a). Required exit doorways shall be not less thait 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). . 7. Provide 36" high protective railing for I porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6".- Section 1711. / - 38. Show how guardrail connection details are / adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. * 1.•,, , 34 Provide stairway and landing details. Section 3306 (b) & (c). Maximum ris is,7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 616" Minimum width is 36". -. .146... All, handrails per Section 3306 (j), shall 'satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shailbe, 30" to 3411 above the nosing-of treads. c'. The-handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in ?' cross-sectional dimension. .41.. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. . Such dimension need not exceed 36 inches. Section 3306(g), ., - 42. -*-A door may open inward at the top step of a ,stairway provided the top step is not more than ' 7 'l/VI lower than the floor level. Section 3304 (h). 43. Provide details of winding stairway complying with Section 3306 (d): Minimum tread is6 inches at any point and minimum '9 inches at a point 12 inches from where the treads are narrowest. '1 -• Maximum'rise is '8 inches. . Minirin.im.width is 36 inches. '44; Provide' spiral stairway details, per Section 3306 (f): Minimum run is,7 1/2 inches measured at a point 12 inches from where the treads are 'the narrowest., Maximum rise is 9 1/2 inches. ç Minimum headroom is 6 feet 6 inches ,• I •' - The tread must provide a clear walking / . area measuring at least 26 inches from the outer edge of the supporting column to the . -inner edge of the handrail. Spiral stairways may not be used for required I exits when the area served is greater than 400 sq. ft. Section 3306 (f). L. Provide I.C.B.0. Research Report and number / for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. 27. In buildings over 2 stories in height, provide / 3/4 hour fire-rated assemblies for all - openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). L3. 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. An exit balcony with two separated stairways is exempt. Section 3306 (1). $9. Exterior stairways shall not project into the 1 3 foot setback from the property , lines. Section 3306 (n). 50 The walls and soffits of the enclosed usable / space under interior stairs shailbe protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (in)., 4.. Within units, shw that corridors have a / minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Roof slope is not adequate for roof type ( specified. Table 32-B; Section 3203 (h). 5• Specify roof , material and application. f chapter 32. 55. Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g.., tile, etc. Section 107 7E "0 fT' . I. . so:- Th :maimum slope for,' a fire retardant built- - - up roof; -with rock or gravel surfacing, is 3 inches in12.inches., Section 3203 (e) 2. ./i The mi'nim 'slope for a fire retardant built- up roof, with cap sheet surfacing, is .1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Sectipn 3207 (a), Section 2305 (f) and & Section2511 (d) 6. 5. .Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. - ô'LPlastic skylights' must be separated from each r- ,other by at least 4 feet. Section 5207 (a) 6. 062.'Show attic ventilation. - Minimum vent area is 1/150 of attic area or 1/300 of attic area if least 50 of the required vent is at least 3 * feet above eave vents or cornice vents. Show required area and. area provided. Section 3205 (c). MASONRY 'r. 63. Provide fireplace construction details or note construction to . be per attached fireplace '-' standard drawing. Chapter 37. VI Show anchored - veneer , support and connections * ' attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 'and Section 2515 ' -'--(a).. Show ties, and #9 wire in horizontal .joints. Vi.'--- - 65. Show height and construction details of all masonry walls. Chapter 24. 6. Note that cleanout openings shall be provided / •..at the bottom of all cells to be grout filled - in accordance with Table-24-G. Cleanouts shall -be sealed before grouting, after inspection. Show floor and roof connections to masonry - walls.. -Connection shall resist 200 pounds per t, lineal foot or the actual design load, whichever is greater. LCross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312. (j)3A. 8.—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). SV•V V •,' . - e,V• Show a minimum 2" air space and flashing I between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS 7L' Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 7i. All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) -. S Show 1 3/8" solid core self-closing door-for openings between garage and dwelling.' Section 503 (d). 7. Garages are not permitted to open into rodm used for sleeping purposes. Section 1104. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. , 5. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. ( NOTE: • Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-I. , iL. Doors may open into the garage only if the I floor or landing in the garage is not more, than one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, / water heater, or other device in the garage which may generate a flame or spark. UNC Section 508, UPC Section 1310 (a). FOUNDATION RUIRDENTS 78. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). V I 79 The -foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: V T7f/?kL'i ,J, L(_ - V.• , , V 12/16/87 •, . V • - S ,--"-'• -. . .,V.,s * - V. • ' - V.'-- ••'••V' '•'• •lt VVV •V , '80) Provide notes 'on the foundation plan listing "" the soils report recommendation for foundations, slab and building pad preparation. (' 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 soils report are properly' incorporated into the construction . documents (when required by the soil report). Th soils report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation iFispection,- the soils engineer shall advise the building official in writing that: () The buildihi pad was prepared in - accordance with the soils report, () The utility trenches have been properly - ' backfilled and èompacted, and () The foundation excavations, formings and reinforcements comply with - the soils :- report and approved plan." Show height of -all foundation walls. chapter ./ 23. Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes- exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. - . Chapter 29. -6. Nate on plans that wood shall be 6" minimum above finish grade. •Section 2907 (a). Note on plans that', surface water will drain away from building and show drainage pattern and key elevations.. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the .nl'et to a drainage device a minimum of 12" plus 2 percent.' Section 2905 (f), 2907 (d) 5. /8. Dimension foundation per U.B.C. Table 29A: Floors' Footing Supported* Stemwall Width Depth Thickness ].- ' ".. .6" ' 12" 12" 6" ' 2 8" 15" ' 18" 7" '•" 3' 10" 18" 24" 8" Foundations may support a. roof in addition to the floors. . Where."only a roof is supported, use foundation for one floor. ..•.....- •• . . ••'.,' '7' 4•_ ,_ ,. •.. F • • , '.. Show foundation sills to 'be pressure treated,. I or equal. Section 2516 (c) 3. ). Show foundation bolt size and spacing. f Section 2907 (f). Specify, size, I.C.B.O. number and manufacturer ( of power driven pins. Show edge and end distances and spacing. Section 302 (c). 4. If required by structural calculations, show / size,. imbedment and location of hold down anchors on foundation plan. Section 2312 (f),. 302 (c). 9j. If hold downs are required by calculations, / note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). ' 9$. Show on the plans stepped footings for slopes ' I steeper than 1:10. Section 2907 (c). 96. Show minimum 18" clearance from grade to / bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 917 Show pier size, spacing and depth into I' undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x2411. Section 2516 (c). - 9?. Show minimum underfloor ventilation equal to 1 / sq. ft. for each 150 sq. ft. of underfloor 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. IL Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAMING Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. AT i'.)AL.L. 2. 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 'inline. Sec. 2506 (h), 2517 (a) 6. - ' , '- • . • 12/16/87 • • . • . •- 1 • •6 F ', •'. •. • • : ' . - • • - -• 1. Show blocking at ends and at supports of floor 'I joists, rafters and trusses at exterior walls. .. 'Section 2517(d) 3, 2517 (h) 6. lQIe. Show double joists. Floor joists' shall be / doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. l5. Bearing partitions, perpendicular to joists, I shall not be offset from supporting girders, beams, walls 'or-partitions, more than the depth '. of the joist. Section 2517 (d) 5. .•.. I' 1o4. Show rafter ties. Rafter ties shall be spaced / not more than 4 feet on center nd be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 ' '.(h)1. , lJ.7. Show rafter"' p.irlinbraces .to be not less than 45 degrees-to the horizontal. Section 2517 (h) 5. Show 1/2" minimum clearance between top plate / of 'interior partitions and, bottom chord of trusses. (To ensure loading will be as designed)., .19. Sho'w double top' plate with minimum 48" lap ( splice. Section 2517 (g) 2. D 4 Show nailing will be. in compliance with Table L:•._J .25-Q. 11Show or note fire stops at the following 'locations per'Section 2516 (f): - In 'Eoncealed 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; - - - --' .'I- at-all-- interconnections-between concealed .,,,vertical and horizontal spaces such as occur at soff its, drop ceilings and cove ceilings; IA - In concealed spaces between stair - stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under 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. - l. Show stud size and spacing. Maximum allowable / stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20'. Table 25-R-3. - 1/3. 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. ll'I. Note on 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). 15. Detail all post-to-beam and post-to-footing / - connections and reference the detail to the plan. Section 2516 (in). - 1/6. Detail shear transfer connections, including I , roof and floor diaphragms, to shear walls.., Section 2513. 117 Specify nail size and spacing for all shear walls, floor and roof diao. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables .25 I, J, K and Section 4713 (d)). 14. Show 3" x 41' or 2" x 6" studs in first'story of three story building. Table 25-R-3. - 1/9. Provide truss details and truss calculations / for this project. Specify truss identification numbers on the plans. 10. Provide roof framing plan and floor framing plan. Section 302 (c). il. Provide framing sections through I' Section 302 (c). 42. Specify all header sizes for opening over 4' wide. Section 2517 (g) '5. 1. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). )44. Provide calculations for lateral loads, shear / panels,- shear transfer and related. Section 302 (b). - : , - Val 12/16/87 - - - - - ' - - - 7 ' 'a - - - a' ..•' - - - - - - . - - , Show on the plans all structural requirements developed in the structural calculations. Section '302. (c). (See comments below or at end;) j2"6. Columns and posts. 'located on concrete or masonry floors or decks exposed to theweather or to water splash or in basements and which Y support permanent structures shall be supported by concrete piers or metal pedestals projecting P above floors unless approved wood of natural - resistance to decay or treated wood is used. Section 2516 (c) 4. d7., 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 ofi natural, resistance to decay or treated wood is used. 'Section 2516 (c) 4. 1il8:Show location of attic access with minimum size j 22" x 30". Section,3205. 129.. Show draft separation for attic areas between / units in a duplex. Section 2516 (f). 13O. 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). 132., i If,, foundation cripple wall studs are less than /:14" high, framing shall be solid blocking. ..Section 2517 (g) 4. 1$3. Cripple wall studs exceeding 4 feet in height 't ' shall be 3 inch by Li. inch or 2 inches by 6 inches when supporting 2 stories. i ' Section 2517 (g) 4. JL 14. Show'plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). l5.Slw a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Se6tion.4706 (e). l6 Detail trtds layout for 30" x 30" attic access, if, required for equipment in the attic. 131. Ridges, hips, and valleys shall be at least one -5size larger than supported rafters.. Section ..''2517'(h) 3. .. - I 8'. In pen beam construction, provide strap ties I ' across.the beams at the ridge support. Section 2501(b).", . . c' .; --- •-:-,, •, S '' ".•-•.Y -- iJvU A-POi7 MHAN1CAL (wuFoI1 MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. (l). Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air to furnace, per - Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. USC, Sec. 1211. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, .UMC. Note on plans, "clearances to be.. per manufacturer's listing." Section SOLe, UMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. 145 Show I.C.B.O. approval number for prefab fireplace. Show access to the attic or underfloor furnace. to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. - Show permanent electrical outlet and lighting - fixture controlled by a switch for the attic furnace. Section 708 UMC. 1,4. Show details to comply with Section 709 for I furnace under the floor, or Section 710 for roof or outside furnace. 150. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a),6. .' Provide dryer vent to outside. UMC,-Sect-ion 1 1903. ;- 7&fY / 1Ükfrt lq-a 13 e. icD -. 12/16/87 . , -4W: - . . , ,. - . i-'- .. • 41 -S = iicp,L (NATIONAL ELECTRICAL CODE) r" All wiring-shall r comply with the National Electrical Code. .152 Showón the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. . 153 Show location of all electrical receptacles. 151+. Electrical receptacle locations and/or spacing is not adequate in_____________________________ Show at least one convenience outlet other than outlets for laundry, etc., outdoors, 'iraraes. and basements. NEC, Art. 210-52. - -... 156 Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements •, (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 157 Note electrical system ground to be provided per NEC, Art. 250-81. - PLUMBING (UNIFO4'PUNBING CX)DE) 158. Show water heater -size, type and location on plans.. UPC, Section 1301. 159 Shâw source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are.used, at least one of the required opening area shall extend into the ..upper-twelve inches of the enclosure and one- 'within the lower twelve inches. UPC, Section 1307. 160 -Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into', bath or bedroom. UPC, Section 1309. •- ..Provide adequate barrier to protect water / "heater from vehicle,damage. TIPC,. Section 1310. 162 Show - T and P valve on water heater and show ,route of discharge line to exterior. UPC, Section 1007 (e). 163 Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i).' • l 'I+. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,021+ sq. in. UPC 909 (d). NOISE INSULATIOI (DUPLEXES) i4. Show details of duplex common (party) walls I and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact . Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. 1A6. Show how penetrations of assemblies for ( piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. j67.'Provide insulation in walls 'and ceiling to I achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 168. Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, 'calculations and worksheets to show compliance. 169 The new regulations require a properly 'completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the, requirements of the approved energy design. 170 Section 1403(a)1, Title 214, states that Form CF'lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the 'Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3, of the Business and Professions Code. Please provide the signature. - 7/29/88 , - 9 F •- .- I ç' ' 'i"),' 1l. energy'. items shown on the plans must be in l. Incorporate the waterproofing details, on the - Policy 80-8, where interior living '., the information the agreement with shown on ( attached - properly completed Form CF-1R. space occurs below grade at the masonry, wall(s). 172. Specif' on the building plans all of the mandatory energy conservation requirements as l,3. Show on the Title Sheet on the plans, the listed' on the enclosure titled, "Mandatory information required by the attached Energy Conservation Requirements".' . Developmental Services Sheet 112383. 173 Show the 'make, model and efficiency of the (3) All new residential buildings, including space heating' (or cooling) system and provide additions, require a soils report. Please heat loss calculations if the output exceeds submit two copies. 5,000 BTU/Hr. . * - . . . 15. Heavy timber framing, minimum 6" x 10" beams 174 For room additions,.show that the glazing area I and minimum 8" x 8" post, for the structural .. of the addition does not exceed 16% of the - beam and column supporting the fire separation 'newly-conditioned floor area, plus glazing between the garage and living area above, is " emoved or relocated, due to the addition. acceptable if shown on the plans. (city policy). 175..See additional. cor'rections below or at end. , CARLSBAD S.F.D. &'IXJPL SUPPL)4ENT . l. IJEC Adopting Ordinance 8792 Fire requires I Retardant roof on all structures (Sec. ' I • . 18.04.230). Show compliance with UBC Section ..Energy conservation design should be for Zone 3203(e). - .1 '7 . See.attached.energy packages. ,, . . l7. City Ordinance 9792 requires two parking, 177 Floor drains must have auto-prime (city I spaces/unit with clear area of 20'x20' i.e. no .policy)., . , . washing machines, etc. Show compliance. Note exhaust fans cannot be ductless type (city Please see additional. corrections, or remarks, policy).' ' . . on the following page. 1'9. New residentiaL units must be pre-plumbed for The City of Carlsbad has contracted with Esgil, 5 f ' future solar water heating. Note "two roof Corporation located at 9320 Chesapeake Drive, Suite jacks must be installed" where the water heater 208, San Diego, California 92123; telephone number - is in the one story garage and directly below of 619/560-1468, to perform the plan check for your the most south facing roof (City Ordinance No. project. if you have any questions regarding these 8093).- .. . . . plan check items, please contact________________ t?ho. Note "two 3/4" copper pipes must be installed '1 to the most 'convenient future solar panel - location when the water -heater is not in a one at Esgil Corporation. If you have any questions story garage and is not directly below the most regarding City Building permit procedures, please ..,, south facing roof. (City Ordinance No. 8093). contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. ii All piping for present or future solar water heating must be insulated when in areas that Thank you. . are' not heated or . cooled by mechanical means (city policy). ' .. Enclosures: 1 *1 . &' - r • - , , • ; 'I,.. • • - * • . 4' ,, • :" . •.- I ' . . . - fl 7129/88' -,: • - • 10 - •• • • ,• , . - * • *• * ' •. - _ • ., • ' ., *_ 'r. • . ,- • * * 4 Pate i CITY OF CARLSBAD prepared byi Bld g. Dept. V .~YE2 7r VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK c•.: BUILDING ADDRESS -/ c A-Vf V . APPLICANT/CONTACT 466 //FF//i PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE____________ TYPE OF CONSTRUCTION ... CONTRACTOR PHONE___________ ..BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE I Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers 1 Total Value - 1_________________ - I - Building Permit Fee $ s - V V ZVS Plan Check - Free • $ V $ lii COMMN TS, V . V .. V Plans received by Esgil after July 31, 1987 shall have permit and V .plan check fees calculated per 1985 UBC. SHEET OF 12/87 • - S I - V - ENGINEERING CHECKLIST .• V LEGEND 44 Date: _i ' 77 Item -Complete - Plan Check No. B9b67O Item V V Project Address /c955 f/9ViE Incomplete - Needs : ••- -.- Your Action.- Project Name:XPF V •• VS 1,2,3 Number in Circle' V Field Check Date: . 4 . •• S . V indicates plancheck By number that deficiency V •V V was identified V V CO LM M LEGAL REQUIREMENTS Site - Plan : V w Va) a V •V V V V V 1. Provide a fully dimensioned site plan drawn to scale. Show: North V - arrow, property Vljnes, easements, existing and proposed.' structures, streets, existing street improvements, right-of-way V width and dimensioned setbacks. • V - 2 Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, 'existing: D-- ,, V V • and proposed slopes, driveway and percent (%) grade and drainage patterns E 3 Provide legal description of property E E 4 Provide assessor's parcel number. PERMITS REQUIRED Grading V • 5. Grading permit required. (Separate submittal to Engineering V:' V -- V •, Department required for Grading Permit). : V 6 Grading plans in plan check PE___________ Ey I 7 Need the following completed prior to building permit issuance D - A Grading plans signed ( D B Grading permit issued C Grading completed Lii fl D Certification letter and compaction reports submitted Li Li E Grading inspected and permit signed off by City Inspector. 0 8 Right-of-Way Permit required for work in'-,public right-of-way (e.g":,,- driveway approach, sidewalk, connection to water main etc) 0 9 Industrial Waste Permit application required To be filled out completely and returned to Development Processing - V - - V V • - S - V FEES REQUIRED 10 Park-in-Lieu fees required Quadrant: Fee Per Unit: Total Fee: 11 : r Traffic.:1?t fee required. Unit: Total- Fee 12. Bridge and Thoroughfare fee required. a Fee Per Unit Total Fee 3.. Public facilities fee required. - . :14. Facilities management fee required. Fee: 15 Additional DU's required Sewer connection fee - SewerUpermit no 16 Sewer lateral required ., ., REMARKS:. . 4 .. 0 K to 4ISsu Date 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 - 4 4 * !-. 1- . I •- - -, . . p I,- * -4 444 ,) a. .- \r -. PLANNING CHECKLIST - I 1• co 'Co 00 Plan Check No 00 Address I€€G Type of Project and Use ,- d Zone 7Z,4 i0 Use Allowed7 YES NO - ri en Setback Front * Side Rear Facilities Management Zone / School-,District San Dieguito Encinitas Carlsbad San Marcos Discretionary Action Required YES NO Tye O 0 0 Environmental Required YES NO 0 0 0 Landscape Plan Required YES NO Comments * : fl Coastal Permit Required YES NO4J. 0 fl Additional Comments OK TO ,ISSUE DATE________ / 1 g File No. D-2980-J01 August 1, 1983 + he* heights;' at least 40 feet Maximum heights were determined by using a factdr 'of safety of U.5 under static loads and shear strength based o n laboratory testing • Foundations * 14. The, site is suitable for the use of isolated spread footings or -: i - continuous strip footings if graded as recommended above. Such-f o d i n g s - s below lowe-s-t-ad-fac—ent -pad-grade, r ---.---------_' * 15. c0n515t of two No. itings..one_nea.r_the_top-and--one near the bottom. : I , • •*-• •• - • •. 16. The above minimum reinforcement is based on soil characteristics a n d T " is not intended to be in lieu of reinforcement necessary for st r u c t u r a l considertions. • - -'- 17.. An allowable bearing capacity of 2000 psf may be used for fou n d a t i o n s constructed as recommended above. The allowable bearing capacity i s f o r dead plus live loads and may be increased by one-third for transie n t l o a d s - - due to wind or seismic forces. = - .-. 18 As previously stated, in order to minimize the potential for diff e r e n - tial tlement along daylight lines or cut/fill pads, the Cut portion o f , • the pad should be undercut and recompacted to a depth of 30 inches minimum. 4. • -I - -12- GEOCON I N C 0 R 110 R File No D2980J 0 1 August 1, 1983 Concrete Slabs-o n - G r a d e ' 19.*' : gbou.Where mois t u r e ' s e n s i t i v e , f l o o r c o v e r i n g s a r e p l a n n e d , a n ' impervious membr a n e v a p o r b a r r i e r s h o u l d b e u t i l i z e d a n d a 2 - i n c h l a y e r o f clean sand should b e p l a c e d b e t w e e n t h e b a s e o f t h e s l a b a n d t h e m e m b r a n e - to minitize shrin k a g e c r a c k i n g a n d a l l o w p r o p e r c u r i n g o f t h e c o n c r e t e 06 Retaiiing Walls , 20 Retaining wall f o u n d a t i o n s b e a r i n g i n t h e r e l a t i v e l y d e n s e m a r i n e terrace deposits m a y b e d e s i g n e d f o r a n a l l o w a b l e s o i l b e a r i n g p r e s s u r e o f 3000 psf at a de p t h o f 1 2 i n c h e s b e l o w l o w e s t a d j a c e n t f i n i s h g r a d e s Foundations, plac e d i n p r o p e r l y c o m p a c t e d f i l l s o i l s m a y b e d e s i g n e d f o r a ; soil 'bearing pre s s u r e o f .2000 psf at a de p t h o f 1 2 i n c h e s b e l o w l o w e s t adjacent finish g r a d e s Reinforcement o f s u c h f o u n d a t i o n s s h o u l d f o l l o w the recommendatio n s o f t h e p r o j e c t s t r u c t u r a l e n g i n e e r . $ I ' 21. The earth p r e s s u r e a g a i n s t p r o j e c t r e t a i n i n g w a l l s w i l l d e p e n d u p o n the degree of re s t r a i n t , s l o p e i n c l i n a t i o n o f b a c k f i l l a n d b a c k f i l l materials. The following ta b l e p r e s e n t s r e c o m m e n d e d e a r t h p r e s s u r e s f o r '• cantilever retain i n g w a l l s w i t h v a r y i n g b a c k f i l l c o n d i t i o n s -13- GEOCOt IT -••, 1 • 1NCORPOI E CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check..No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA -92009 - . .. (619) 438-1161 - This form shall be used to determine ihe amount of school fees for a project a n d t o v e r i f y . , that the project applicant has .comlied with the school fee requirements . N o b u i l d i n g .permits for the 'projects shall be issued until the certification is signed b y t h e appropriate school district and returned to the City of Carlsbad Building Departm e n t . SCHOOL DISTRICT:' Carlsbad'Unified . . ,. • San Marcos Unified 6350 Yarrow Drive Ste. A . 270 West San Marcos Blvd. Carlsbad, CA 92009 (43875710).. San Marcos, CA 92069 (744-4776) * . ____ Encinitas Union Elementary . San Dieguito Union High School 189 Union Street . . 710 Encinitas Boulevard . . Encinitas, CA 92024 (944-4306) , Encinitas, CA 92024 (753-6491) 2 Project Applicant fr' vc'4 APN 07 Project Address RESIDENTIAL: SQ. FT. of living'area Number, of dwelling units. SQ. FT. of covered' area SQ.' FT. of garage area .COMMERCIAL/ ,INDUSTRIAL: SQ. FT. AREA Prepared By. /77Z.1/ Date - FEE CERTIFICATION' ' . (To be completed by the School District) * Applicant has complied with fee requirement under Government Code 53080 Prbject is subject to an existing fee agreement- Project is exempt *from Government Code 53080 • Final Map approval and construction started before September 1, 1986. (other school fees paid)' •' . .- : Other, . ... , Residential Fee Levied: $(( - . based on -O sq. ft.@ c. Comm/Indust Fee Levied $_____________ based on sq. ft .@ Sc1)District Official . Title * - . Date -AB 292,6 and SB 201 fees are capped at $1.53 per square foot for residential. • . * P3 2926 is capped at $.25 per square foot for commercial/industrial.