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Home My WebLink About2537 EL GAVILAN CT; ; CB890411; Permit-4 :0 110 10 EXEMP1]ON FROM - —'C) ---- -'WORKERS"COMPENSATION INSURANCE.-. IOU) v'llThiS section need not he completed if the permit - . for one hundred dollars $1001 or,iessl Dc miert iy -that nthe performance of the wok to which - this pert-is-issued. I Shall not employ any person in any 0 'rmbnner so as to become subject to the Workers' Compen- - - sation Laws 01 California. - , - -- - - - aft-ij NOTICE TO APPLICANT II atte making thu Ce lb cate - -, -- 01 EvemptiOn.'(ruu.shuuld become subject to the Workers' (• Compensat on pro so S of the Labor Code you must .—to 1kw lhcomplyw th Such pu so su to spurn I shall e''5 ,x be deemed revoke d.j.c - - C -i _01iii0o, Hill, T -i a(fl a( 0 he eby affirm that ttrejie_i sa construction lerrdg - agenCy,ior'the performance of the work for which this per. ..,mit iu'issued'lSec, 3097, Civil Codel, - ii arnefl I Lender's Address APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. , CARLSBAD"BUILDING:DEPARTMENr "-f -- - _..APPLICATION & PERMIT ,2075 Las1PaImas.Or., Carlsbad, CA 92009-1915 (619) 438-1161 JOB ADDRESS ', - AV. SI.HO. 'EHOMAS BROS NO. DA,,3 -, OF APPLICATION BUSINESS LICENSE A - VALUATION -PERMIT NUMBER aT — LOT BLOCK - SUBDIVISiON' ASSEOR PARCEL NO. CONTRACTOR - CONTRACTORS PHONE a ZONE, ___ OWNER'S NAME ' - OWNER'S PHONE U IL) fl - CONTRACTOR S ADDRESS Q4vl 4 I iLo-is /-' z i STATE LICENSE NO BUILDING SO .-FOOTAGE - OWNER'S MAILING ADDRESS - - '2.3'7 IL j'A.VL.itfJ L7'I " DESIGNER - - DESIGNER'S PHONE DESCRIPTION OF WORK -- - DESIGNER'S ADDRESS - STATE LICENSE NO. - _. --------------- -'---S 712005/23/89 0001-01-02 - F/P I FLRELEV - - . NO OCCGP EDU - STORIES . . . BldPmt ' - 790 - - YDNO - FIRE SPR - I------- " - CENSUS TRACT 'AKiNG SPACE RES UNITS GRADING PERMIT ISSUED. REDEVELOPMENT . TYPE 0CC LOAD '- - - AREA. ' CONST ' --- --' - ---- -' • -- * ---- - c' -YO ND - • I sO NO. - - YO NO - Not Valid Unless Machine Certified - - -' .--.1i'----.---. -- QTY. . PLUMBING PERMIT - ISSUE -. -- -.- • - 75,0 QTY. MECHANICAL PERMIT - ISSUE I' II - , j j - SUMMARY/ACCOUNT NUMBER - --_, rEACH FIXT,URELTRAP. - . - INSTALL FURN. DUCTS UP TO 100,000 BTU - -------*------•'----.---- BUILDING PERMIT 001-810-00-00-8220 , 3 - EACH BUILDING SEWER1 4 ,' - - OVER 100,000 BTU --- - SIGN PERMIT_-____.- —.- 001 8100000 822L EACH WATER HEM-ER AND/OR VENT - , . . BOILER/COMPRESSOR UP TO 3 HP '. , • . , - .PLAN CHECK 001-810-00-00-8891 / 'lEACH GAS SYSTEM ITO 4 OUTLETS - - BOILER/COMPRESSOR 3-15 HP ' , , -TOTAL PLUMBING 001-810-00-00-8222 -. ..... EACH GAS SYSTEM O'RMORE - - - -. ' • METAL FIREPLACE - - ---- •.- . - ELECTRICAL_.. ' - ,00i-10-0'0-00-8223_ - - - - EACH INSTAL.: ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT I -, • MECHANICAL 001-810-00-00-8224 LEACH VACUUM BREAKER 4 - MECH EXHAUST 1-1000I01UCTS k MOBILEHOME - '001-810-00-00-8225 - WATER SOFTNER . - - - - -, RELOCATION OF.EA FURNACE/HEATER, :- -_. '_.. - •., SOLAR .,001-810-00-00-8226 -- - (EACH ROOF DRAIN (INSIDE) 1 , - DRYER-VENT- 4 - • STRONG MOTION -. 880-519-92-33 a— '- ' --- -- -• - - 'TOT-L MECHANICAL-- • - . ------. - - '- ... .- ---- ' -'001-810-00-00-8227 - TO1 ALPLUMBING - 1-- - - . . - PUBLIC -FACILITIES FEE 320-810-00-00-8740 - BRIDGE FEE 360-810-00-00-8740 - CITY ELECTRICAL PERMIT.ISSUEr. '" - QTY. MOBILE HOME SETUP - - -- -- 'PARK-IN-LIEU (AREA - L.- - -- ---- - - NEWCONST LA P.,'Sf 11 BKR- -- ' - • ' ', CAR PORT - - ,. - ' .. ... TIF - • 312v81000008835 - LI PH 3 PH AWNING I LA COSTA TIF 311-810-00-00-8835 - EXlShBLOG EA AMP)SWTBKR - GARAGE - - - - — - FMF - — - - - - - - ((PH 3PH, - - - -------FIRE-SPRINKLERS- LICENSE TAX - 001-.810:00-00-8162 - P-ER CIRCUIT MFF " ', 880S1992I5r I------------ — .-- -- TEMPPOLE20OAMPS"' f'OVER'200"AMP-S - ' • S - •• , - ' . t I - - .1TEMP OC-C.UPANCY..130 DAYS) - ':- - * . : --- ------ '' ---- ------- - - CEDITDEPOSIT . ,4// TOTAL ELCTRIA .. f ••, 1•• - ,' ,;r,' TOTAL ; - TOTAL FEES PAYABLE 1. - • — 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 P:T IS REQUIRED FOR EXCAVATIONS OVER Code shall - CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE ire limitation and null and void It or work " authorized by such permit is not commenced within 180 days from the date of such 50 DEEP AND DEMOLITION O CONSTRUCTION OF DECLARATIONS ARE TRUE ANDC'ORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if Ike building or work authorized by such permit is suspended or GOVERNING BUILDING CON STRUCTURES OVER 3 STORIES IN HEIGHT Commenced for a period 01180 days. ISSUED TO COMPLY WITH ALL CITY COUNtY AND STATE LAWS abandoned at any time after the work is RUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE crry OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND APP TS SIGNATU WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE ) OWNER CONTRACTOR 0 /flij?a.a BY PHONE 0 APPROVED DATE / G EXPENSES RANTING OF THIS PERMIT, _i-USE BALL.POINLP[N ONLY.&.PRESS,HARD - —: -r- -3-1 hereby affirm Ihai-i am-licensed under- - E.IiCprov!itons of Chapter 9 (commencing with ¶ --Section .7000) of Division 3 of-the Business 610- and Professions Code, and my license is in .Z.L.fUii force and-effect. - ------- - -4--1-- hereby- affirm, that -I -am-exempt -- from the Contrac- - -- : tors, License 'Law for the following reason (Sec. 7031.5 '=Busin6si and Professions Code: Any city or county whicr, re qu res a perm I to Construct alter improve. demolish or I'11%, repair any structure, prior to its issuance also requires the up- plicantior.,such permit to tile -a -signed. stalemenLthat.he is licensed pursuant to• theprovisions 01 the Contractors License Law lChaptor9'commencing with Section 7000 of 0inisi0n3ol the'Busine?ihd Prolèssiô'nh Code) r that is 'ex-empt therefrom and the basis tor.the allegea:exemplion. Anyv violation of Seclion'7031 .5' by anapplicantlor.apermiisub..iy.. teds the applicant to a civil penalty Of not more than lye hun d'red dollars (5500). . 1. as owner-of-the property.:or,rny.employeos with wages - A ,jas their snlocórrrpensation. will.do the work, and the strac- - ,....ture is not intended or otfered tor.uale (Sec. 7044, Business. H andProfessions'Code:t-, The- Contractor's License -Law does f -i- not apply Wan owner-vt property who builds 0r improves S thereon and who does such work himself or through his own )f.employeos.provided that such improvements are not intend-'- ..W —id Or.Otfered.tor sale.-.lt.-however.- the -building.or inrpro4-1 Z meot is sold within one year 01 completion, lh&owner'huilder - ,will have the burden 01 proving that he did not build or im' O prove for' the purpose -of saIej.'"' -. - tt - I.' as owner ut-the properly. am exclusively contracting - S with licensed contractors to construct the project (Sec. 7044 Business and P ofessruns Code The Contractor s License - - .- Law does not apply lean owner at property who builds or im- Li I pioves thoi000. and who'duntracts breach projects with a '1) ---- -- contractor(s) license ! -pursuant to the Contractor's License- - d' Law).— '-.,'-'.r. IS ' La .. i . .''a - -. t'] Ada homeowner I am improving my home and the 10110w 4 I Fing condit ons eoist (Pt S I. f-v It )Pr t.-. (' I - _. ,...___.t.'The.work.is being performed prior to sale. - 2. I have'lived..jn_ my hnrne'tor)twelve months prior to completion el-this work 0 3't'have not c1a1medIhis'eiemplion d[iri'ngthe lasi three years. - - ._iD dam exempt under Sec.' - - - " & P.C. L. 5orthis,reasOn..' - - - ,D llhrer7by lallirFn that I have a cert I care 01 consent to - 5sett-insure. or a certificate 'ot:WurkOrs' Comyensation tn..Vi sura'nce. or a certified Copy thereof(Sec: 3800: Labor Code) lttfl )E M'L ' Copy St tedwth the .._' ..—,D.Ceriit.ied,,cgpy,isrerppy,!ynishq4s..__v__ - DATE INSPECTOR BUILDING. FOUNDATION REINFORCED STEEL MASONRY GUNITEOR GROUT SUB FRAME El FLOOR D CEILING. SHEATHING ROOF EfSHEAR - FRAME : No EXTERIOR LATH v- INSULATION' INTERIOR LATH & DRYWALL PLUMBING LI SEWER AND BLICO LI PLICb UNDERGROUND El WASTE LI W4TER" ' TOP OUT -. LI WASTE ., LI WATER-1-- - TUB AND SHOWER PAN I GAS TEST- 0 WATER HEATER LI SOLAR WATER---' -- -.- .- - 'ELECTRICAL - El ELECTRIC UNDE9GROUND LI UFFER ROUGH ELECTRIC •. 6-1. r) r ift - 0 ELECTRIC SERVICE 0 TEMPOR4RY.-.- - _".. -• 1:1 BONDING 'El POOL • MECHANICAL . -.•-_______ LI-DUCT-& PLEM., LI REF. PIPING HEAT — AIR COND.SYSTEMS' • ,. ______ .. - VENTILATING-SYSTEMS : - (r )t \ ç- \ .- E8d1 h t '- \ " FIELD INSPECTION RECORD' - - REQUIRED SPECIAL INSPECTIONS INSPECTORSNOTES - L-TiONI L.P NSPEC -APPR'JV0A DATE -CHECKED -• > - SOILSCOMPLIANCE - PRIOR.TO •. -..--. - -. - -•.-. - -.. - . . . - - - . -. FOUNDATION INSP STRUCTURAL CONCRETE. OVER 2000 PSR- . . - PRESTRESSED - - - - - CONCRETE - POSTTENSIONED CONCRETE FIELD WELDING - -. --- •- -•- L ;. - - . . ---------- - ---------- - —I - HIGHSTRENGTI- . 0 ..BOLTS._ SPECIALMASONRY -- - --- •-- — - - PILES CAISSONS— -p---- _ - - - _ - ..- - .. - - - --- - - - - - -- - - - - -- -. -.--- - - - - -- --- - --_--- I L L e \t__'_'•., -. lVI_ r?ra',4-k * • --_ -. 0 - I elf :- ------- T-:T•.-T; Zr -CALLFOR FINAL INSPECTIOII.WHEN ALL APPROPRIATE . .- -. •. . . --- - . _. .• L- • 0• '- ITEMS ABOVE HAVE BEEN A PPRO VED — FINAL PLUMBING r - .ELECTRICAL - 1 I. - 'MECHANICAL ' I - GAS BUILDING - SPECIAL CONDITIONS -: - - - -. - -- •0 •0_• •--------;-•.- - . -t •' .4 - . \ r-". a - - -- '-'-- - - • -•- 40 ._•• -. - •:. ''_ . - - , •_ - ) • - - . • -' • -- • -- . . .-, .- - -- - - -. -- ._...___...... _... •- .. ._. 00 !-.-_. ,..- .--.W - •"I, '-4l'.--,'F-- tI_i - I - .- - •0 . .- - .- - - - S. ( ç. •- - I- .1 DEVELOPMENT PROCESSING SERVICES "DIVISION ' •. - 2075 LAS PALMAS DRIVE, .i CARLSBAD,rCA 92009 4859 - - -. .'(6i9)438-1.161 MISCELLANEOUS FEE RECEIPT S. .-, S( i.•S S. Applicant Please PrintAnd Fill ln,Shaded Area Only, •• - * . , ' S. JOB • * . --. -.-.-. 5_. -. 5". .-. ' •5 - . - . • ADDRESS ZL9 L GitJ I I,Af4 cug - " PLAN ID ASSESSOR'S ' PARCEL NO OWNER tJ1D ik 5631 03/24/89 0001,01 05 " OWNER'S MAILING - . Misc 41 00 ADDRESS G^IL'?cl'J 627 CITY C/$1 8y3 ZIP • CA TEL '131 VAUDTION AREA CONTRACTOR ESTMA'TED.VALUATIONS CONTRACTOR'S MAILING PLAN CHECK FEE 001-810-00-00-8821 Si • ADDRESS IF THE APPLICANT TAKES NO ACTION - 1. - - :- 5 , 'WITHIN 180 DAYS,PLAN CHECK.FEES CITY ZIP TEL WILL BE FORFEITED ., -- STATE.- .- . BUSINESS LICENSE NO LICENSE NO SUBDIVISION LOT(S) : LEGAL DESCRIPTION (o'ç t2-s or*ci CHEK IF SUBIJTED ' 2 ENERGY CALCS,7, M?k? f4- 5.2G 2 1987 ENERGY CALCS ' FOR NON RESIDENTIAL BLDGS 2 STRUCTURAL CALCS DESCRIPTION OF WORK co t ' LI 2 SOILS REPORTS 4 rro,i / 2 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE - S SENT TO APPLICANT .' . S CONTACT PERSON 7,.J ctft1c5 LA COSTA LETTER # ADDRESS 2-7 p, SUM 'T SCHOOL FEE FORM CITY cl2LS3.1J ZIP g 1-k. & CORRECTIONS LIST S. : - S -z CERTIFICATE OF OCCUPANCY APPLICANT'S S1GNATUR . DATE. - S -.S . • S •• . -: - '•'5 .' . . ,5. . .5': . - :-. - - .• ,- . S f - - -- • • - _ . . ' - - ,- --. - . .. ': • - -. - - -. • -• - :' - White File.,Yellow. Applicant Pink Finance - '• / '5. '5,4' 4 .•, .: - - •. S ••_ - 1- - •: -:' . Gold Assessor -1 :- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 DATE:' 45 • - JURISDICTION: (-i'tLSI3,40 PLAN CHECK NO: SET: PROJECT ADDRESS: , C,4y/L141C7- PROJECT NAME:__________________________________ /400/7— APPLICANT MAM ECKER, FILE COPY .'' UPS DESIGNER E] The plans transmitted herewith have beèri corrected whére necessary and substantially comply with the .jurisdiction's building codes. , ' ' .• The plans transmitted herewith will substantially, comply' M'-with the jurisdiction's building codes when minor deficien- cies identified orj 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. fl The check list transmitted herewith is for your information.-. The plans are, being held at Esgil Corp. until corrected - plans are submitted for recheck E The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person ,The applicant's copy of-the check list has been sent to:: -' PcAA Ai. 7t C-,TY • ' ' ' .,. -7; ', Al • e- I4R.,S c ' • -' Z-' i2 ST CAcLs6,4D Esgil staff didnot advise, the applicant contact person that ,,plan check has been completed. ' ,• 1 —; ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SANDIEGO, CA 92123 (619) 5601468 DATE: JURISDICTION CAIZLS L4D PLAN CHECK NO 5- 5'ff SET PROJECT ADDRESS 253? , i-,i-' cr PROJECT NAME: i4OP 7 P JURISDICTION PLAN CHECKER F11FILE.COPY DT.PS ODESIGNER fl'Theplans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building.codes. •• • E 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 t identified on the enclosed check list andshouid 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 0 The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to Cf-7.Ji p S7-TL .ST '10,Esgil staff did not advise the applicant contact person that plan check has been completed LI Esgil staff did advise applicant that the plan check has been completed n Perso contacted:, Date contacted. Telephone #________________ LI REMARKS By , ____C(R. Enclosures:— ESGIL CORPORATION t 4 .. LJGA vw 0DM a - '• - I ! / FOREWORD: PLEASE READ PLAN (Er!Z NO: Plan check is limited to technical requirements contained in' the. Uniform Building Code, Uniform JURISDIO: CITYOPCARLSBAD 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 TO: 1''_CH(SS regulations enforced by the Building Inspection • Department. You may have other corrections based on laws and ordinances by the Planning Department, . ' 'Engineering Department or other departments. Present California- law mandates that residential EWIDS03M. ' S construction comply with Title 24 and, the following model codes: * , 1985 UBC (eff. 7/31187) 1985 UPC (aff. 3/30/87) - , 1987 NEC (eff. 10/28/87) PNDJADOFSS: 1985UMC'(eff. 8128/87) , - , The above regulations. apply to residential.-1 ,construction,, regardless, of the, code editions FLOOR AREA: •' adopted by ordinance. ' STORIES:' The" circled items listed need clarification, modificatiän or change. All' have to be , ,items - MGHT:( (fAi.'i2, satisfied before the plans will be in conformance 'I - ' '. ' ' '. with the cited codes and regulations. Per Sec.. RARES:, ..- . 303(c), 1985 Uniform Building Code, the approval" of ' the plans does not permit the violation of any state, county or,city law. To_ speed __up the recheck process, note on this list, .(or a - cony)_whereeachcorrection itemhas been . PLAR (anIa1ri(uocr " . . ' addressedi.e., _plan sheet,specification.etc.Be . !OFCARLSBAD ' .. . ., ' sure to _enclose the markedup list whenyousubmit - • SIN(21PMOLYARDIXJPLSELS •, ' ' the revised plans. , . . ' .. •' ' Date plans received by'jürisdiction:. Date plans received by Esgil Corporation: , . . ' ' • . . Date initial plan check completed Applicant contact person:' . ' ' . - . _J-N _Cfi'At3 _Telephone NOTE: PAGE NUMB= ARE *ir IN AS nims HAvnG NO ram. xmin awmawn wom ______ List No; 63, Carlsbad Single Family Dwelling and Duplex With All Supplements.,(1985 UBC) S '"S ' .! - '•'. . a 1. 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) 5601468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(4)7. All sheets of plans must be signed by the person responsible for their preparation. (., (Califortia Business and Professions Code). PuwS j 6'-"W - 3/6 ,'- f71 t 5173 Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 'Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UNC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and. show, elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Indicate' distance from ' property ,. lines to proposed building. Section 302(c). Show on the title sheet all structures, pools, ( - 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." )I. Clearly show if the lower' level is a basement 7 or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as-defined) on the elevations and dimension the distance to the floor above, for story determination. FIRE PROTECTION Walls closer than 3 feet to property lines ( shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). )I. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are' prohibited or required-to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one-' 7 hour fire-resistive construction, heavy, timber or 'of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke ,' )- detector, centrally located in corridor or / area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the ( basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. . 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. The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3- inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is1/2 inch in 12 inches. Section 3203 (e) 3. i. Specify minimum 1/4 inch per foot roof slope ( for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f)and Section 2511 (d) 6. 9 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. Plastic skylights must be separated from each / other'by at least 4 feet. Section 5207 (a) 6. /2. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic- area if at least 50% of the required vent is at last 3 feet-above nave vents or cornice vents. Show required area and area provided. Section 3205 (c). HASOM Provide fireplace construction details or note. / construction to be per attached fireplace standard drawing. Chapter 37. /4.' Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a).. Show ties and #9 wire in horizontal joints. - - Show 'height and construction dtails of all ( masonry walls. Chapter 24. . ç14( -.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. - 0'. 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 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). - Show a minimum 2" air space and flashing - between planter and building walls. - Section 2516(c) 7. GARAGE AND CARS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 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) - /72. Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not-permitted to open into a room 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. ji. 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. - 71. Doors may open ' into the garage only if the - floor or landing in the garage is not more - - - - than one inch lower than the door threshold. - Section 3304(h). - - 74. -Provide an 18" raised platform for any FAU, / water heater, or other device in the garage- 'which may generate a flame or spark. UMC - Section 508, UPC Section 1310 (a). - FOUNDATION RBOUIREMENTS D78. 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). - - S-t L3-tc).-' 39. - 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: - - P,2-ov 04 ?)*L Ox- 6, i$ C 5 i ,C '7 i, 0 ic ,qiP a s ii-t: r A 'L e),( 7S ( -irv(I K, 7'( f.)1)A' -' zL L ' 7./ ,4tU '7' S;9&,_ ,1-L- 1e-,0) I /V 7?IL S c57 C. ,Z.' - 12/16/87 - - . - - . - .. Provide notes on the foundation plan listing ( the . soils report recommendation for foundations, slab and building pad preparation. 4'. Provide a letter from the soils engineer 7 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). 8,2< The soils report recommendations excavations be 7 reviewed by soils engineer. -Note on the foundation plan that "Prior to the contractor requesting a Building Department' foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in . accordance with the soils report, The utility trenches have been properly backfilled and compacted, and -The-foundation excavations, formings and. reinforcements comply with the - soils - report and approved plan." - - - Showheight'of all foundation walls. Chapter / 23. - - - - - Show height of retained earth on all foundation ' walls: Chapter 23. - Z. If cut or fill - slopes exist, show distance of - 7 - foundation to - edge of cut or fill slopes and, - show steepness and heights of cuts and fills. Chapter 29. .Noteon plans that wood shall be 6" minimum - above finish grade. Section 2907(a). - -. - - .7- 1. 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 glitter at point of discharge or the - inlet, to a drainage device a minimum of 12" - plus2 percent. - Section 2905 (f), 2907 (d) 5.' - Dimension foundation per U.B.C. Table 29A:, Floors - ' - - Footing Supported* Stemwall Width Depth Thickness - - 1 "- 6" ' 12" 12" - 6" 2 ------8" - . 15" - 18" - : " - - - - - 3 - - 10" - 18" 24" -; '8" - - - - *Foundatjrons may- support -a roof in. addition to the - - floors. Where only a roof is supported, use - -- foundation for one floor. - Show foundatiOn sills to be pressure treated, - - or equal. Section'2516 (c) 3. - - 'Show foundatioh bolt size and spacing. Section 2907 (f). - - - 2< Specify size, I.C.B.0 number and manufacturer ( of power driven pins. Show edge and end distances and spacing. Section 302 (c). - 92. If required by structural calculations, show -size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 Cc). - - - 93 If ho-id 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. - ,$. 'Sho adequate footings under all bearing walls. and shear walls. Section 2907 (b). Show n the plans stepped footings for slopes - steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to / bottom- of floor joists, and minimum 12" clearance to bottom of girders. - - Section 2516(c) 2. - - 71'. -. Show pier size, spacing and into - undisturbed soil. Table 29-A. V qd ShOw minimumunderfloor access of 18" x 24". '-f Section 2516(c). - - -- - - - - - Show minimum underfloor ventilation equal to 1 - sq. ft. for each 150 sq. ft. of underfloor - area. Openings shall be as close - to corners - as practicable and shall provide cross, ,ventilation 'on at least -two approximately opposite sides. Section 2516 (c) 6. - 0. Speify that posts embedded in concrete shall - be pressure treated per UBC Std.. No. 25-12., - - Section 2516 (c) 1 FRAMM Show wall bracing Every exterior wood stud wall and main cross partition shall be braced at each end at least. every 25 feet of length-' - - with 1 x 4 diagonal let-in braces or. - - - equivalent. Section 2517-(g) 3. - - 1Z Note cross bridging or blocking Floor Joists - and rafters 12" or more in depth shall -be - supported laterally by bridging at intervals - not exceeding 8 feet, -unless both edges are-- -held inline. Sec. 2506 (h), 2517 (a) 6. - - 34. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517.0) 3, 2517 (h) 6. 19. Show double joists. Floor joists shall be / doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. )4. Bearing partitions, perpendicular to joists, I shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. i$. Show rafter ties. Rafter ties shall be spaced ( not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h)4. Show rafter purlin braces to be not less than ( 45 degrees to the horizontal. Section 2517 (h) 5. 8. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 1 9 Showdoub1e top plate with minimum 48" lap ( splice. Section 2517 (g) 2. 1. Show nailing will be in compliance with Table ( 25-Q. Show or note fire stops at the following ( locations per Section 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 'foot intervals along the length of the wall; S at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop 'ceilings andcove ceilings; 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}Z Show stud size and spacing. Maximum allowable 7 stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-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. 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). ,Detail all. post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (w). 116 Detail shear' transfer connections, including' roof and floor diaphragms, to shear walls. Section 2513. -..- sL1 p.17) Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K and Section 4713 (d)). "- AT /ZLAL 4Af1 /2f6,-,'1 Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 257R-3. Provide truss details and truss calculations for this project. . Specify truss identification numbers. On the plans. 120 Prvide roof framing plan plan. Section 302 (c). Provide framing sections through Section 302 (c). 321. Specify all header sizes for opening over Li' wide. Section 2517 (g) 5. 123 Provide calculations for main yertical and horizontal framing members and post footings. Section 302(b). --' .54F_,11_* fJL.j to. 5' I(124) Provide calculations for lateral loads, shear panels,.shear transfer and related. Section (302 (b). St4: o.I cn!2.7- 'C TLE . L -T 7?4 fLA r4-t Lj'iO 7-7 . , ,- •... •,..' .. 12/16/87 ' . '5 5 5'-.- 5. 1 ,, All energy items shown'on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the building Dians all of the / mandatory energy conservation requirements as - listed on the enclosure titled, "Mandatory Energy Conservation Reguirements". Show the make, model and efficiency of the / space heating (or cooling) system and provide heat loss calculations if the output exceeds 145,000 BTU/Hr. For room additions, show that the glazing area of the addition does not exceed 16%- of the newly-conditioned floor area, plus glazing \_ removed or relocated due to the addition. Si 75. See additional corrections below or at end. I CARLSBAD S.F.D. & DUPLEX JPPL Energy conservation design should be for Zone 7 . See attached energy packages. ,).71Floor drains must have auto-priiDe(city. policy). - l,. Note exhaust fans cannot be ductless tpe (city f . policy) S 376. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one storygarage and directly below the most south facing roof (City Ordinance No. 8093). i6. Note "two 3/4" copper pipes must be installed ( to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water ( heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). S Incorporate the waterproofing details, on the ( attached Policy 80-8, where interior living Apace occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential buildings, includinj additions, require a soils report. Please submit two copies. I,8(. Heavy timber. framing, minimum 6" x 10" beanis 7 - and minimum 8" x 8" post, for the structural beam and column supporting the fire separation. between the garage and living area above, is acceptable' if shown on the plans. (city 4p01icy). IJBC Adopting Ordinance 8792 requires Fire. Retardant roof on all structures (Sec.; 18.04.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. Please see additional corrections, or remarks, on the following- page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, SCite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact_________________ at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. - Enclosures: 2. 3. S ' o T\) S i) TTh CvC,tIr ,q-100iT11w.J ,4if — 0 ,Z,j VLs4f: • 7,5 . .54 c-fl c*v C CF, ie jb S rft 7*f_ C i-7 4z.eA-3 Nc) it cAiv 7),L 7>,4- 1. j S ç Y S 77xS 7'0 /it 'r1) t39- C k&cA' 1'4-- .ic APT / d&i A2j1/(S UPC - SLc-T /003 (A) 11 10 - 5 /-hi a r" ? C -S 7Th p A- TYi p Thii c S TtiCca S K-,LM 4-i. L - 7c vjrc A C S H 4C -j /it ( t j2-y. ,-t C.. g Lds c cc e- -. 4-c.AlAf ey To 7.4-c C p CA- ,4 1 (c), O,- C ,4,' c) - 7AJS P'C_f /VYt.. 7? i7),v 77 44,0 hI4 fr S / 4C ,2 .s. 's 4 "fl //-jz. ' - CO) MAW , . - : Dates Prepared byz to fC(SC(+& CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE o Bldg. Dept. E3 Esgil PLAN CHECK NO._5- BUILDING ADDRESS Z-537 .L 4 VI Lj1DJ C7- APPLICANT/CONTACT fl-ti C, S I PHONE NO._______________ BUILDING OCCUPANCY 2, /, DESIGNER PHONE_____________ TYPE OF CONSTRUCTION JZI') CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 66 30 Air Conditioninz Commercial Residential Res. or Comm. Fire Sorinklers Total Value Building Permit Fee $ Plan Check Fee C011 MEN TSi Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1.985 UBC. SHEET 1_OF__/ 12/87 ENGINEERING CHECKLIST -- LEGEND • Date:' 411 i/6f ' item Complete • Plan Chick No. 8 . incomplete Needs Project Address: 5? E 1 • yo ur Action 1. * • . Project Name: _ - -. ,• • Field Check -Date •.1,2,3 Number in circle indicates plancheck By: • . number that deficiency was identified LEGAL REQUIREMENTS Site-Plan ... •• Provide a fully dimensioned site plan drawn toscaIe. Show: North f" . •:,.arrow, property lines, easements, existing and proposed structures, streets,, existing street 'improvements, right-of-way width and dimensioned setbacks. ;•. ••• I. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and .percent (%) grade and ,drainage • . patterns. ., fl 3.1 Provide legal description of property. 121' E 4 -Provide-assessor's parcel number - PERMITS REQUIRED Grading " .fl j&Loi 126L0 5 Grading permit required (Separate submittal to Engineering Department required for Grading Permit). . . E 6.1 Grading plans in plan check PE___________ D - 7 Need the following completed prior to building ermit issuance • E • A. Grading plans signed. • . B Grading permit issued . •• :. • C. Grading completed. •• • 0 D Certification letter and compaction reports submitted E Grading inspected and permit signed off by City Inspector. 8.. Right-of-Way Permit required for *work in public right-of. - •. (e.g., driveway approach, sidewalk, connection to water .'main, etc) 'trj 9 Industrial Waste Permit application required To be filled out •' completely and returned to Development Processing. • 'I 4 -: . . -• FEES REQUIRED 0 0 10 Park-in-Lieu fees required Quadrant: Fee Per Unit:. '. . ,-Total.Fee:-'- z 4 11 fee required :::t Per Fee 4 12 Bridge and Thoroughfare fee required / Fee Per Unit Total Fee JO 0 13 Public facilities fee required / i • . ---.:- -. ... 3 3 14 Facilities management fee required Fee—r ------ f - 15 Additional EDU's required Sewer connection fee:L-- Sewer permit no. _____ 16 Sewer lateral required I..- REMARKS: - . • - . . -5 . -. . 1 - .' - - - -- . ,' -• - ... 3 . ... . . .3-. .3 _'3 J 3..- .' -: - •' ---3 . - . . . - -'- 3 9 4 O.K. to issue Date:. - - . , . . .. .• , f/ ... 9 3- 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 9 4 35 .9 4 f 4 4 - - - . • ,- '. -f: , _.5_S S _. 3 ._ _3.. 0) 0). • :-- - - ,-. • LIZ 0•• -. 4- I PLANNING CHECKLIST co .00 co Plan Check No 8po'/// Address 2537 £.. £24i'/46il Cr' Type of Project and Use Zone Use Allowed? YES p( NO rn Setback Front Side oic Rear Facilities Management Zàne School District San Dieguito Encinitas Carlsbad San Marcos ( Discretionary Action Required YES NO Type EIT'i'LJ' ' Environmental Required YES NO Landscape Plan Required ' YES NO - '- '.Comments.- - ..,.-, •:.'. -: •: I 1 O Coas6l1 Permit Required YES NO cx JI I Additional Comments OK TO ISSUE DATE JOB "AL> 1t)\T\OI'J SHEET NO. OF IZ CALCULATED BY F!11 tA DATE CHECKED BY DATE 13 AM ENGINEERS Consulting Structural Engineers 375 Wept Third. Suite 206C Escondido, CA 92025 741-7306 SCALE I-SPe2&) Ce 7'c7 (4,4l,) dllh/c. Co/'L jLfp/ S c/ J/c°mc AM ENGINEERS Consulting Structural Engineers 325 West Thd. Suite 206C Escondido, CA 92025 741.7306 i4I4f7S /9L3J_- SHEET NO. -- OF CALCULATED BY DATE CHECKED BY DATE SCALE J097/ L17K jjT ck SHEEI NO.__.._.__.._________...OF CALCULATED BY 1 J DATE r1At. 091 CHECKED BY_• - DATE - - SCALE - A M ENGINEERS Consulting Structürál Engineers 325 Third. Suite, 206C Econd0, CA 92025 " 741.7306 AM ENGINEERS Consulting Structural Engineers 325 W1t Third, Su,' 20C I.c0Jd0, CA 92025 741-7306 SHEET NO 1 OF CALCULATED BY CHECKED BY DATE L1a. DATE SCALE -I ,Q -/ ,00 /C /6 I r/ // .... ......... AM ENGINEERS Consulting Structural Engineers 325 West Third. Suite 206C Econdido, CA 92025 741-7 306 JOB 8913 SHEET` NO -- OF CALCULATED BY ..J DATE CHECKED BY DATE SCALE • •. AMENGINEERS •JOB ConsuItingStructuraI Engineers 'SHEET No. " OF 325 West Third, Suita 206C CALCULATED BY T, Al' DATE /114f. - - Escondido, CA 92025 741-7306 - CHECKED BY - DATE • - - - • SCALE •- --a - a . a • - J - 4 - - . . a • a , -- - CALCULATED BY DATE t14A 6 '7 DATE CHECKED BY AM ENGINEERS Consulting Structural Engineers 325 West Third, Suit, 206C Esconcliclo, CA 92025 741-7306 JOB SHEET NO.'f OF r- 'It ..... .............J/................................ c .. ....... 9 - . ..... 12. '....... .............ii,....;. ............................................ ..... ........................................................................7?.............................................. AM ENGINEERS Consulting Structural Engineers 375 West Third. Suite 206C Escondido, CA 92025 741-7306 JOB SHEET NO. OF CALCULATED BY TA)' - DATE I-t41?. 4947 CHECKED BY DATE SCALE OF DATE 1g DATE AM ENGINEERS Consulting Structural Engineers 325 West Third, Suit 206C Escondido, CA 92025 741.7306 JOB____ SHEET NO. CALCULATED BY T CHECKED BY SCALE WALL . MARX MATERLAL ' NATLIKC ' AT TOU(DATION -. ALTERNATE APttiSION ANCHORS AT FOUDATICPi BOLT CC1CN NAIL BOX WAIL AXHOR B.)TTOM ?L NAILI;C (1.) LAGS T1. O A35's BLOC TO MP ?L. s NAILiNG OF TOY PL. 's . TOGETHER ALLCWABLE SREAR (1.3/IT) . ALLC.A1Lc. S1EM (LB/F7) LAJ (5/8" USE 64). 34 C.N. 7" 1/2" A.B. 3 7211 1/2" 6 XWIK 30L15 8 7211 16d 4 12" 16d32" 116d @12" 100 R L.2! 1/21 GYP 3D (5/8" USE 64) . Sd C.N. @ 4' 112" A.B. 3 72". 11/2" t 1 K1K RCLTS . 72" 16d e 10" 16d @ 10" 16d 3 12" 125 .11 2" GYP' 3 (3L) :5d C.N. @ 4" - 112" AB. 3 60" 112" 1 W1K BOLTS @ 60" 16d@ 8" - 16d 3 6" 16d 0 12" 150 - Q 5/8" CT? 3D (BLi) 6d C N 3 4" 1/2" A.B. 3 48" 1/2" 1 KWLK BOLTS ' 48" I6d ' 8" 1 16d@ 6" .164 0 12" 175 13 STUCCO SEE. (1) 112" A.B. 3 48" 1/2" KWU( BOLTS 4 48" 16d 8 6" 16d 3 6" 16d @ 12" 180 3/8" .PLY CDX 84 3 6" 5/8" A.B.' @-48" 5/8",1 KWZK BOLTS 3 48' 164 3 5" 16d 8 5" - 164 3 10' 264 3/3'.. .Y 94 •3 5" 5/8" Al. @32" 5/8" 6 KUIIK BOLTS 3 32" 1 16d 3 6" - A.]5 0 16" 16d 3 7" 324 84 3 4' - 5/8' A B 3 32 5/8' BOLTS 3 32" 164 3 1/2 A)5 3 16" lbd 0 7" 384 318" PLY CDX 34 3 3" 515"A.B.3 24" s/a" JLK BOLTS 8 2J-16d 0 3" ASS 3 12" 16d 3 5" 492 15/i2 `.PLY PLY CDX - 84 3 3" 5/8" A.B.3 24" 5/8" 1 KVIK BOLTS 0 24' 164 3 2" (St) A.35 3 1' - 164 @4" J 588 1-40:5JY/809 3 2" 518". A.B. 8 24" /8" j Cw•tK BOLTS 3 24" 1/2"x6" 3 8" (1.) [ ASS 0 8" j 164 3 4" 636 . 'PLY CDX'S .....84 3/a" PLY CDX (BS) 84 0 4" 5/8" A.B. 3 16" 5 /8" 1 MK BOLTS 3 16" 112"x6" 3 6'(L) 'A35 0 8" lód 768 15/32" PLY CDX lOd 3 2" 3. 0 1/2x6" 3 6"(L) A3508" 16d@ 4" 770 3/8" PLY CDX (BS) 3d 3 3 1/2" 5/8" A.B. 0 16" 5/8" 1 KWIK BOLTS 3 15" 1/2"x&" 3 5" (L) ASS 3 8" 164 3 4" . 876 3/8" PLY STR I - 84 @ 3" 5f"A.B. 3 24,: 5/8" 1 KWIK sors 3 24" 164 3 2 1/2" (sr) A35 3 12" 16d 35" 552 '5/32 PLY STR I 842 ' 518'A.B.16' 5/8" 1 KWIK BOLTS 9 16 1/2"x6" 3 6' (L) ASS 3 8' j164_3 730 15132" PLY SIR I lOd 3 2" • 518"A.S. 3 16" 5 /8" 0 XWIK BOLTS 3 16" 1/2"x6" 3.5" (1.) ASS 3 8" 164 ...... 87U. ( 3/8" PLY STB I (BS). 84 3 3" • 5/8" A.3. 3 12" I8" W1 • BOLTS 0 12" . . A35 3 6" 11c' -- od _______ _ _ _ _ _ _ • ______ _______