Loading...
HomeMy WebLinkAbout2838 CEBU CT; ; 86-54; PermitDECLARATIONS LENDER WORKER S COMPENSATION OWNER/BUILDER CONTRACTOR n L\ 9--* 3'" 2. q ® J£. ^ Z:.llllg-fs <? "i^rS 3 s P- ^ 5-1 —-S SS[glg = ""'*lS§ "• acjo'"|g.^S_™| g g =o s " ng g^=sa " 3 s £ s.5 S 35 White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — ApplnsHnt Gold — Temporary File f I 1 SPECIAL CONDITIONSf //BUILDINGy ^1/ Q * *• **• ^ 1MECHANICALi ^ k ELECTRICAL£ \ ( 'PLUMBING/ i Tl Z r~ o r-r- ~~i 33FT|?? ~n ^Tl ^ fT{ ^1 fU5ffi^ V. ^ "0 0^ <^^fTi -Q JO O~na > -Hrn VENTILATING SYSTEMS^ -x Im H 1 O O o CO 05Hm f fc o-« .^ ? D aco-i m 2 D 3Dm~n TJ -o *>O * J S MECHANIC/r~D BONDING D POOLa ELECTRIC SERVICE DHm TJ > 37 ROUGH ELECTRIC*J VM B' "^ n r$D ELECTRIC UNDERGROU^Ln n ~n TTm JU J ELECTRICAr"a WATER HEATER D SO> J7 % jyH X — o w H wH TUB AND SHOWER PAN— _ H O od H a s w m n <•-T<±> m 17 •^ MJ *o 9* > r r^UNDERGROUND D WASm a 3f Hm 33 i D C/)m m O CD OO D -gr— O0 PLUMBINGINTERIOR LATH & DRYWAli~ • *INSULATIONO C* ^ ^> p\EXTERIOR LATHV ^FRAMEVi *? ^N1 ^ >,\w SHEATHING L>ftbOFi \ m 33 ^ ^J•^ S8 ^* ^-^ CO C CD Tl m a ~n O O33 U Orn u^ b s_> V GUNITE OR GROUTMASONRYREINFORCED STEEL(r S3 C > C' J«FOUNDATION0 A ^ v,^s s I- 1io c r ; C rc c - ( • - - V • \ . - - - '»- - - s~ •v f PI1 ES CAISSONb- - —' ; i Sf-EClAu MASONRY'•• \-HIGH STRENGTHBOLTS• ,' ', Tl m D m a zo POST TENSIONEDCONCRETEPRESTRESSEDCONCRETESTRUCTURAL CONCRE"OVER 2000 PS!—im »— .—SOILS COMPLIANCEPRIOR TOFOUNDATION INSt1. -INSPECTION^.O13) 00 m ^fiO INSPFCTORAPPROVALCO O H ^REQUIREOin mO > Z mOH OZC/l I - '/ ' * ; "• i zt/I mOHO 33 Zo1\m Tl m D Z TJmO OZ 31mno 31 O ' PLAN CHECK NUMBER/ PROJECT NAME ADDRESS- PROJECT NO TYPE OF UNIT CONTACT PERSON CONTACT TELEPHONE FINAL BUILDING INSPECTION 86-54 DATE 11-17-86 / lebu SCurt UNIT NUMBER Duplex NUMBER OF UNITS PHASE NO 9 all aept INSPECTED BY INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Heal ^nicioei w*ta. restrictEngineering Department * (619)438-3367 ,//v7~ /y ,///!)/ //[/ !r^\y !\\ ~^({?L_£jv_y Snn/yi-3 U \U T^r NOV 191986 LI Uf,^, _ m CUaiAREAL""'"'" Rev 1/86 WHITE Suspense GREEN Engineering CANARY Utilities PINK Planning GOLD Fire PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT CONTACT PERSON CONTACT TELEPHONE INSPECTED BY __ INSPECTED BY __ INSPECTED BY FINAL BUILDING INSPECTION 86-54 2834-36 Cebu 6«mr) UNIT NUMBER DATE 11-17- Duplex NUMBER OF UNITS PHASE NO 2 all dept DATE INSPECTED DATE INSPECTED DATE INSPECTED Ml*4-iHf APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense GREEN Engineering CANARY Utilities PINK Planning GOLD Fire PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT CONTACT PERSON _ CONTACT TELEPHONE FINAL BUILDING INSPECTION 86-54 DATE 11-17-86 2834-36, Cebu SCurt UNIT NUMBER Duplex NUMBER OF UNITS PHASE NO 2 all dept INSPECTED, BY INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS C. Rev 1/86 WHITE Suspense GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER _86-54 DATE 11-17-86 PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT CONTACT PERSON CONTACT TELEPHONE 2834-36 Cebu Bcurt UNIT NUMBER Duplex NUMBER OF UNITS PHASE NO 9 all dept INSPECTED BY ^_^_ INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense GREEN Engineering CANARY Utilities PINK Planning GOLD Fire Citp of Cartefaab REQUEST FOR INSPECTION RECORD TIME NSPECTOR _ j-^fJ&-> PERMIT NO X t ^ ^ HATF OWNER _ / /-y - >(Lu*J ADDRESS £-?<. 4.0 *// 2~vJ k L JLs&**-^ r-*^J* REQUESTED BY /U^^l^<^\ PHONE NO <7'^«*-~/7S"7 / y/rPERSON TAKING REPORT ( /iU BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH / 1 ' (3 D INSULATION V * D INTERIOR LATH OR DRYWALL A U FINAL [i/h* r P PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING a TUB QR SHOWER PAN a GAS TEST D WATER HEATER D SOLAR WATER D FINAL ^ / /^Uf^/(t- /ft•%» y.A Y/' ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND , G ROUGH ELECTRIC D POOL BONDING Q ELECTRIC SERVICE D FINAL ' MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection D Monday DAM D PM D Tuesday Q Wednesday D Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER PERMIT NO *^-s-v TIME /Q&O .DATE ff "7 BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME a SHEATHING G ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING ELECTRICAL D UNDERGROUND PLUMBING G SEWER AND PL/CO G TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL a TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND a ROUGH ELECTRIC D POOL BONDING a ELECTRIC SERVICE a FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO a POOL a SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For InspectiOn/D Monday, DAM D PM D Tuesday D Wednesday D Thursday D Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER PERSON TAKING REPORT ADDRESS BUILDING D FOUNDATION G FOOTING G SLAB D REINFORCING STEEi_ D MASONRY G GROUT GUNITE G FLOOR AND CEILING SUB FRAME G SHEATHING D ROOF G SHEAR D FRAME S^EXTERIOR LATH D INSULATION G INTERIOR LATH OR DRYWALL D FINAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC ^D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING G UNDERGROUND PLUMBING G SEWER AND PL/CO O TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST G WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS G CONDITIONED D SOLAR HEAT a PATIO G POOL Q SPA D SIGN G GRADING D DRIVEWAY D FINAL sppr.|Ai iNRTRiifrnnNR Ready For Inspect^ G Monday D Tuesday- D Wednesday D AIR SYSTEMS t / /ri-e^ faejnA-*-) Thursday ^^Friday DAM D P MV. Citp of Cartebab REQUEST FOR INSPECTION RECORD NSPECTOR ^T Tl>T d" PFRU1TNO ? TIMF I ,-, 2>J DATF ^/"^-Q OWNER ADDRESS Q^^M 2*9, ^/^ St^V^O REQUESTED BY f \^3 C\ ^\ PHONE NO ^?*X 0 " /<? fC O7 BUILDING D FOUNDATION D FOOTING ^SLAB G REINFORCING STEEL D MASONRY D GROUT GUNITE t D FLOOR AND CEILING SUB FRAME / u SHEATHING D ROOF n SHEAR ( a FRAME Q EXTERIOR LATH D INSULATION ^\ t~'/NTFRIQR.l ATH»OR DRY WALL I D FINAL PLUMBING a UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING Q TUB OR SHOWER PAN D GAS TEST a WATER HEATER D SOLAR WATER D FINAL 4C PERSON TAKING REPORT ELECTRICAL a TEMPORARY SERVICE D UFFER GROUND P a ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING a ELECTRIC SERVICE S /?L/ FINAL *\v f 41 \ MISCELLANEOUS a CONDITIONED AIR SYSTEMS D SOLAR HEAT G PATIO a POOL n SPA n SIGN n GRADING G DRIVEWAY Q FINAL SPECIAL INSTRUCTIONS —»~.——^- f —-^. [D Thursday j/S Fr'dayReady For Inspection D Monday DAM n PM D Tuesday D Wednesday Citp of Cartebab REQUEST FOR INSPECTION RECORD NSPECTOR ^^^X& , PFRMiTNO DATF / I *-T OWNER _ <^ \_ *>£ '""1 I li - — '"X ^ P - 1 i i ( *^C1 — -ADDRESS f"N Ci -^ ^~\ C^i*3 V__pA>lA VJ4 ^ REQUESTED BY ? ViCXrs^ V\OUV\i£iO Yi PHONE NO ^V^^'^.IM.M PERSON TAKING REPORT . 4^\W_fl^ BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY / D GROUT GUNITE [I D FLOOR AND CEILING SUB FRAME Vi/' D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH ^\ ^INSULATION / G INTERIOR LATH OR DRYWALL / D FINAL / 1 // 1 //_ f/ />.((0 / ,U - « •*• ^\« ELECTRICAL D TEMPORARY SERVICE / D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING /fa ytLECTRIC SERVICE \/[ Mr|NAL • a ^ / /?/Y< PLUMBING Q UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN a GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT Q PATIO D POOL D SPA D SIGN Q GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection D Monday DAM Q PM D Wednesday D Thursday D Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER TIME PERMIT NO .DATE ""I ^0^ ADDRESS REQUESTED BY PHONE NO BUILDING D FOUNDATION D FOOTING O SLAB D REINFORCING STEEL ' D MASONRY D GROUT-GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF O SHEAR iS)_ FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL y/ ' PERSON TAKING ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND ^ ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER a FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection D Monday DAM n PM D Tuesday D Wednesday Thursday D Friday Citp of Cartefaab REQUEST FOR INSPECTION RECORD TIMF NSPECTOR ***AJL>/tf/-,\u /_-.//? 9fPFRMITNO Av ->7 HATF (o /X"al* OWNER . Mb. - . ADDRFSS Aff-^l REQUESTED BY + 4£1mltr&* r ctt" v- ,, *S Ufa^U&P1^ PHONE NO ^7d^^/7-' ' PERSON TAKING REPORT BUILDING D FOUNDATION D REINFORCING D MASONRY D FOOTING D SLAB STEEL D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING T D FRAME D EXTERIOR LA" D INSULATION H fl SHEAR /AD INTERIOR LATH OR DRYWALL I D FINAL \ ^ ih\/\)(t-y( -?? ' r. ELECTRICAL JVfEMPORARY SERVICE / aOIFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING /-) D ELECTRIC SERVICE ^~\D FINAL ,fkf) 1 V\t> PLUMBING ^ a UNDERGROUND PLUMBING 0 SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN ' O GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT G PATIO a POOL a SPA D SIGN Q GRADING a JUN 1 y ,986 SPECIAL INSTRUCTIONS Ready For Inspection D Monday DAM D PM D Tuesday D Wednesday Thursday D Friday Citp of Carlsbab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER ADDRESS REQUESTED BY BUILDING Q FOUNDATION a FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING C^ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING UNDERGROUND PLUMBINGrSEWER AND PL/CO TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER Q SOLAR WATER D FINAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT a PATIO D POOL D SPA a SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection D Monday QAM CI PM D Tuesday D Wednesday ¥N- Thursday D Friday Citp of Carlrtab REQUEST FOR INSPECTION RECORD TIMF INSPECTOR / ,J?^{J^ PFRMITMO DATF ^//^/' '& OWNER , J s~\ /} ' ADDRESS r^— flXV <^' /^^^IS) ( f^Jfl-ts*- /, / REQUESTED BY f\J # Si-®— >^- PHONE NO (£J3 b ~ &/*f~fi- // BUILDING ^/REINFORCING STEEL D MASONRY ^El^GROUT GUNITE D FLOOR AND CEILING SUB FRAME .D SHEATHING Q ROOF D SHEAR ? D FRAME ! \ D EXTERIOR LATH ^ D INSULATION a INTERIOR LATH OR DRYWALL D FINAL Of $w PERRON TAKING REPORT ^P/yO' -/- f ELECTRICAL ^ D TEMPORARY SERVICE D UFFER GROUND p D ELECTRIC UNDERGROUND Vl D ROUGH ELECTRIC kj D POOL BONDING J D ELECTRIC SERVICE D FINAL \(AJ i PLUMBING a UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN a GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection D Monday n AM D Tuesday D Wednesday Q Thursday .Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR / Qs OWNER . ADDRESS 3.$3tr {jLs* PFRMITIMO Ill3l. (\6jkk, tr TIME -T -f" RATF Jr~T~fa REQUESTED BY PHONENO ~^Wf ft BUILDING ^0^ D SLABOUNDATIOi!_J3FOOTING D REINFORCING STiEL~^ D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL PERSON TAKING REPORT ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND Q ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING Q ELECTRIC SERVICE D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM DPM n(C V fl^1 Tuesday ^_ CKWednesday kD Thursday D Friday Citp of Cartefaab REQUEST FOR INSPECTION RECORD TIMF INSPFCTOR ' PFRMITNO T) ^ ~* [ HATF cJ>~.£tS~~'"<% OWNER ADDRFSS c£&34^' C? f68' O«£^?<^X &/ REQUESTED BY ^y^2/2-£/«£#A^> PHONE NO ^V?5^^ '^ */ ' %^T /) BUILDING >£>OUNDATION ^FOOTING D SLAB 'n REINFORCING^TEEL D MASONRY / D GROUT GUNITE D FLOOR AND CEILING SUB FRAME ^ D SHEATHING D ROOF Q SHEAR ^ ' D FRAME S\ D EXTERIOR LATH /f./ D INSULATION /r ® D INTERIOR LATH OR DRYWALL / M*' D FINAL 1 ^n*n / /,!/ ~* nrlN\iK r JOT/ ( \^\ V PERSON TAKING REPORT </%tt -- ELECTRICAL D TEMPORARY SERVICE ^ D UFFER GROUND YD ELECTRIC UNDERGROUND S D ROUGH ELECTRIC •fa /S POOL BONDING \J ^#G ELECTRIC SERVICE D FINAL U ^^y PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAM D GAS TEST D WATER HEATER D SOLAR WATER D FINAL SPECIAL INSTRUCTIONS MISCELLANEOUS Q CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL Ready For Inspection D Monday DAM D PM D Tuesday Wednesday U- .^Thursday D Friday Citp of Carhrtmb REQUEST FOR INSPECTION RECORD INSPECTOR OWNER D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME G SHEATHING a ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING NDERGROUND PLUMBING SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST Q WATER HEATER Q SOLAR WATER D FINAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING G ELECTRIC SERVICE D FINAL MISCELLANEOUS a CONDITIONED AIR SYSTEMS G SOLAR HEAT D PATIO D POOL D SPA D SIGN G GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Reedy For Inspection D Monday D PM D Tuesday D Wednesday Thursday D Friday PLAN CHECK NO; JURISDICTION:DATE 5-10 'APPLICANT COPY JURISDICTION COPY PLAN CHECKER COPY FILE COPY Enclosures: PROJECT ADDRESS; Z834 TO: CJEBU Date plans received by jurisdiction Date plans received by plan checker Date initial plan check completed FORWARD; PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on , regulations enforced by the Building Inspection ^ Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. The apptoval of the plans does not permit the violation of any state, county or city law. A. PLAJJS 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: 2.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. Srtt-L.fi&m AT fo/Mr/toto Fhitir /z 41784 PLAN CHECK NO: JURISDICTION:DATE Q APPLICANT COPY CH JURISDICTION COPY D PLAN CHECKER COPY D FILE COPY Enclosures: PROJECT ADDRESS: -233* TO: JK/LfJ 2/9ft/\ 6G CZBlt Date plans received by jurisdiction Date plans received by plan checkerj? Date initial plan check completed J~ FORWARD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other--corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A.' PLANS 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 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. CXS.CK. ifat 7< /TO ^ — Pi At)*. f,ftf ftriv 1' /'-r- fbifrr /?" 2- -77) fi -fin i u t //> TV Af=. Wfllfil f Z- *- -if 41784 ESGIL CORPORATION 932O CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (619) 3(>O 146S DATE: fepje.iftfr' b, "3W- QAPPLICANT ~~~ ^JURISDICTION JURISDICTION: r./JPi.A&AO DPLAN CHECKER QFILE COPY PLAN CHECK NO: flfe-.*s4 TL. D UPS DESIGNER PROJECT ADDRESS: Z&b4 I!&*& L£&L\ PROJECT NAME: - r?'lflfrV. .—, The plans transmitted herewith have been corrected where I | 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- I I cies identified __^_ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies [35 identified on the enclosed check list and should be corrected and resubruitted for a complete recheck. The check list transmitted herewith is the jurisdiction's |1 copy 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 HH jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: isan Esgil staff did not advise the applicant contact person that W& plan check has been completed. Esgil staff did advise applicant that the plan check has II been completed. Person contacted: Date contacted: Telephone # REMARKS: BY; Xy Ms tlsrt ENCL: ESGIL CORPORATION / PLAN CHECK HO. JURISDICnOM: f (\£\ TO: 1XLEPBOHE NO. ENCLOSURES: PROJECT ADDRESS:f .&P.U PLAH CORRECTION SHEET SINGLE FAMILY AND DUPLE* Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: ?./•? I&L Bv; Applicant contact person: Telephone : FOREWORD: PLEASE READ Plan check is lunited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1982 UBC (eff .7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c) , 1982 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 for a copy) where each correction item has been addressed i.e. . plan sheet, specification. etc. Be sure to enclose the marked up list when you submit the revised plans 1 1/6/86 A. FLAHS /. Please make all corrections on the original 'tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. ©2. I Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. i. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. X. Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (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). 6.J Provide a statement on the Title Sheet of "the plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 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 _.€-!j-AJ!i?E?5 and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). Indicate jdistance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FIRE PSOTBCTIOH 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)). 10. 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). Wthin 8 Plastic skylights shall not be installed 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-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 31 setback area from the property line. Section 1710. 13.1 Show location of permanently wired smoke Detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 14*. 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. ALL 2 1/6/86 C. BOOM SIZES, r.TCTT, VgiTILAIKHi AMD CT.A7.IHG 15. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). 16. 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 17. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). 16. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 19. Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). S~\20.) 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). TO 2**. Dunension on the plans, the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 2.1. No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). 22. Show that ceiling height for habitable rooms is a minimum of 7"6". Section 1207 (a). 23. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. 2^6. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass. Section 5406 (d) 7. ^7. 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. 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. 28. A mezzanine is an intermediate floor and pay 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. i6. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. 3 1/6/86 D. SOTS. SIAIRHAYS. Aim t'tlOl S/. Floors above the second story shall have less than 2 exits. Section 3303 (a). 32. Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 33.) Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6. Section 1711. 3,4. 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. 35. Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". D. Minimum headroom is 6'6". i,. Minimum width is 30". 36. All. handrails per Section 3306 (j), shall satisfy the following: af. Provide handrail for stairways with 4 or more risers. b7. Handrail shall be 30" to 3V above the nosing of treads. p. The handgrip portion of handrail shall ' be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). 3/7. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g) . 38. A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). 39. A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h) . <^\40 J Provide details of winding stairway complying with Section 3306 (d): (a.) Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. p.Maximum rise is 8 inches. Minimum width is 30 inches. «1. Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. 42. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 4 1/6/86 4G. Spiral stairways must have a clear walking -space of 26 inches between the column and handrail, show dimension. Section 3306 (f). Provide I.C.B.O. 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 shall be done under special inspection per the approved fabrication plans. Section 306 (a) 48 and Section 306 (f). •k.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). 4i. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). ¥7. The walls and soffits of the enclosed .usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). E. ROOFING Specify roof slope. r-specified. Roof slope is not adequate for roof type Table 32-B; Section 3203 (h). 50. Specify roof material and application. Chapter 32. 51J Specify I.C.B.O. or U.L. approval number For roof materials not covered in U.B.C., e.g., title, etc., Section 107 yi. The maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (a) 2. The minunum slope for a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. S4. 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. 56. Show roof drains and overflows. Section 3207. 56. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. '7. Plastic skylight must be separated from h other by at least 4 feet- Section 5207 (a) 6. 3&. 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 least 3 feet above eave vents or cornice vents. Show required area and area provided Section 3205 (c). f. MASOHRY 5y9. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. 00. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. 5 1/6/86 61. Show height and construction details of all masonry walls. Chapter 2k. 62. Note that cleanout openings shall be /provided at the bottom of all cells to be grout filled over V in a single pour. Cleanout shall be sealed before grouting, after inspection. Section ZfclA (a) 8. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. 6w. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). 6/5. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GAKAffi AND CARPORTS 66.) Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). ffljof -He -n elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-res is tive protection on the garage side. Section 503 (a). \68J Show 1 3/8" solid core self-closing door for openings between garage and dwelling. »--,«« nn* i A\ rv%/M? /) *e •? & 'Section 503 (d).2. Garages are not permitted to open into a room used for sleeping purposes. Section 70. Openings between carport and residence require self-closing doors and stationary windows. Section 1214. Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23. NOTE1 Maximum plywood diaphragm ratio of height to width is 3 1/2 to 1. Table 25-1. S~\<J1-} Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). (00T£ CarfPu rtfJ6£ 7,3. 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). H. POOHDATIOy REQUIREMENTS Per soils report, note on the plan the Tils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). dtfmtf.LLV C^PAr>&!*l £" 75J The foundation plan does not comply with e soil report recommendation for this project Please review the report and modify design, notes and details as required to show compliance. ftfl(06 CO ffcr? 7&. Provide notes on the foundation plan 'listing the soils report recommendations for foundations, slab and building pad preparation. 6 1/6/86 ?/. The soils report recommends excavations be 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; 1. the utility trenches have been properly backfilled and compacted, and; 3. the foundation excavations, formings and reinforcements comply with the soils report and approved plan". 78. 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. 91. Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. ^ 82J Mote on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). U ftort 8^3. Dimension foundation per U.B.C. Table 29A: Floors Supported'5' 1 2 3 Stemwall 6" 8" 10" Width 12" 15" 18" Depth 12" 18" 24" "^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor 'k. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 85.) Show foundation bolt size and spacing Secection 2907 As to'fc" OC. , & Dei AIL 2. 86. Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). 7. If required by structural calculations, 'show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). 88. 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) 2. y89. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 96. Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). 4\. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). °fl. Show pier size, spacing and depth into undisturbed soil. Table 29-A. '3. Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal o 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). 7 1/6/86 95. Specify that posts embedded in concrete Shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAHTHS 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 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 97. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). 98. Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. 9?.Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h) . 100. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 1. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 102. 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. 103. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 104. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 105J Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. U.06J Show nailing will be in compliance with Table 25-Q. (lO?) Show or note fire stops at the following locations per Section 2516 (f): fa./ in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 4.. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and (&J in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncorabustible materials. 108. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2x4 and 2x6 max. 10'; Non-bearing: 2x4 max. 14', 2 x 6 max. 20'. Table 25-R-3. 109. 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. 8 1/6/86 110. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). 1^1. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). 112. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 113. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dunension ratios. (Tables 25 I, J, K) and Section 4713 (d). . Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. IK. Provide truss details and truss calculations for this project. 116. Provide roof framing plan and floor framing plan. Section 302 (a) 7. 117. Provide framing sections through Section 320 (a) 7. 118. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 119. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. 1ZO. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. (1211 Show on the plans all structural requirements developed in the structural calculations . 1Z2. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 123. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 2*».Show location of attic access with minimum size 22" x 30". Section 3205. 125. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3x4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. 127. Specify plywood grade and panel identification index. Table 25-N. 128. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 129. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) k> 9 1/6/86 130. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 131. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. 131. Show a weep screed at the foundation plate Vine on all exterior and stud walls to be stuccoed. Section 4706 (e). 132. Show corridor width to be minimaa 36". Section 3305 (b). 13*3. Specify truss layout for 30" x 30" attic access. 134. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 135. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. HBCHAHICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. 7. Show source of combustion air to furnace, per Chapter 6, UMC. 138. 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. UBC Sec. 1211. 139. Show minimim 30" deep unobstructed working space in front of furnace. Section 505, UMC. 1^0. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. 141. Furnace shall not be installed under any stairway. Section 704 UMC. \dl. 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. U43y Show I.C.B.O. approval number^for prefab fireplace. 144. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 145. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 14/6. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. 147. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. U-48) Note on plan' Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Section 1706 (a) 6. 10 1/6/86 K. ELECTRICAL (HATtOHAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels.eiifn \f \ seftiMi? ce x Cumrr \ ftp. Show location of all electrical ptacles. Electrical receptacle locations and/or spacing is not adequate in . ... (150 J Show at least one convenience outlet other tttan outlets for laundry, etc., outdoors, in garages and basements. Nee. Art. 210-52. (151J Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC Art. 210-8. (152J Note electrical system ground to be provided per NEC, Aft. 250-81. L. PLUHBIHG (HMIFOIlM PLOHBIHG OOPK) 6.53) Show water heater size, type and location offplans. UPC, Section 1310. 154. Show source for providing combustion air to fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. iis. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC Section 1309. 1^6. Provide adequate barrier to protect water heater from vehicle damage. UPC Section 1310. 1^7. Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Provide dryer vent to outside. Section 1903. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. UPC, Section 1003. 160. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC 909 (d). M. MDISE INSULATION fDUPLEXES) 1^1. Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. Q62) 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. 1S3. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 11 1/6/86 CARLSBAD S.F.D. & DUPLEX SUFFLEHEHT 1- EHEKCT COHSERVATIQfl: PLEASE READ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. (164J Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. 5. Provide a statement on the Title Sheet of ,e drawings, signed by the designer or permit applicant, stating "the design meets the requirements of Title 24, Part 2, Chapter 2-53." (l66 J Show on the plans the "R" value for the wSIls, floors, ceiling and related areas. £_£j ^et£ cdd^- ^ttTl Oh! 107. Show double glazing as per Energy Design, on Glazing Schedule. Ifife. Show on the plan how shading requirements are satisfied. (l69l The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: A-n idQigfrr£ ft of- 223} fl TUtgfffrL ger&'pj 170. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". ,171) Show the size, type, make, model and location of the space heating (or cooling) system and provide energy calculations if the output BTU/Hr. exceeds 45,000. 172. If energy calculations are provided, the first sheet of the calculations should be signed by the person preparing the calculations. 173. Lateral load design should be based on Seismic Zone k. Energy conservation design should be for Zone 7 . See attached energy packages . (175J All buildings, except M occupancies require a fire retardant roof. Note on plan that roof is to be fire retardant per Section 3203 (e). "Vfe"/FT CtfiC BUPteT EUftl . (?6\Ji-6e (176J Show location of electrical panel; cannot 6e"in a concealed location. Note "UFER" ground to be provided. 1/8. P. & T. drainlines must drain to a floor sink, floor drain or to the exterior, they cannot discharge into an upright sink. 1/9. Townhouses (postage stamp lots) must have walls and utilities in accordance with attached City Policy 80-13. 12 1/6/86 ISO.Floor drains must have auto-prune (city policy). Note exhaust fans cannot be ductless type policy). Ifife. 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 story garage and directly below the most south facing roof {City Ordinance No. 8093). [183J Note "two 3/V 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 wer heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). l(p. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). (186J Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 102683. 107. All new residential buildings require a soils report. Please submit two copies. 198.Heavy timber framing, minimum 6" x 10" beams 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 policy). 187. All new residential buildings require a soils report. Please submit two copies. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123j 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 619/438-5525. Thank you. Enclosures: 1. 2. 3. 13 1/6/86 J2J Jurisdiction Prepared byt / FLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT _/ BUILDING OCCUPANCY g-3 TYPE OF CONSTRUCTION v- VALUATION AND PLAN CHECK - 54 Bldg. Dept. Esgil PHONE NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION LtOiM^ AQ~£ r~,M?M.ff V&r^< Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA lUe^ft \1-%& A 155 cn VALUATION MULTIPLIER £"S — Id- Q- @ @ @ VALUE 7-75 57^ !727^ l4zz. Z,2^tl2_ Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee $ D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065) COM HENTS' 0/4/82 PLAN CHECK NUMBER ADDRESS DATE_/-Jg~/4 PLANNING: TYPE OF STRUCTURE ZONE: o: SCHOOL FEES: SAN DIEGUITO. CARLSBAD % COVERAGE ^- ENCINITAS SAN MARCOS BUILDING HEIGHT_ FENCES/WALLS TWO CAR GARAGE, COMMENTS: REQUIRED SETBACKS FRONT SIDE REAR <a toS'oI—I f^ h- LU<-j o:1111_* OS 3cr o-C UJ<-J f" REDEVELOPMENT APPROVAL REQUIRED: LANDSCAPE PLAN COMMENTS: IflVIRCKfiENTAL REQUIRED: ADDITIONAL COMMENTS: OK TO ISSUE:TO FINAL:DATE: ******************* ENGINEERING P.F.F. |\j LEGAL DESCRIPTION VERIFIED? PARK IN LIEU A//A A".P:N. CHECKED?^u R.O.H;IMPROVEMENTS: E.D.U: SEWER: LATERAL: /Cl//O DRIVEWAY: GRADING PERMIT: U.1 o— o OS ^ Q£ O-O IUtj OS DRAINAGE: Q^ o/^on (yvL EASEMENTS: TV) ^ogflW^t^^ OK ADDITIONAL COMMENTS: OK TO ISSUE:DATE: ENGINEERING INSPECTION REQUIRED: PUBLIC VORKS INSPECTOR: FINAL OK:DATE: IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) LEE- -:?AM-AKO]|T.ECT KJQFX VA-U£S F& - f &? PD! - FDZ LI -LI LOADS PCGF LOADS Dead Load: Live Load: 1§ . Asph. 4. Shingle 0 psf Shakes 6.0 psf JOS ^O I Tile 1 10.0 psfRoofing Sheathing 1.5 Framing 2.5 Insulation 1.0 Kisc. 2.0 11.0 psf Gyp. Ceiling 3-0 13.0 psf 17-0 psf 3.0 3.0 14.0 psf 26.0 psf ) 20.0 psf| 16.0 psf (Mm. 4 in 12 pitch) 20.0 psf (Flat Roofs) CEILING LOADS Dead Load: Live Load: Framing Ceiling r.'.isc. 2.0 3-0 1.0 6.0 psf 10.0 psf FLOOR LOADS Dead Load: Live Load: Carpet 1.0 psf 2.0 3.0 2.5 1.5 10.0 psf Gyp. Ceiling 3-0 Flooring Sheathing Framing Partition 13.0 psf 40.0 psf Lt.U't.Conc or Tile 15.0 psf 24.0 psf 3.0 2?.0 psf J QATL DATE P.DOF HAFTS?S/JOISTS..SHCET NO _2-_ JOB NO OF TABLE OF ALLOV/AEL5 SPANS FOB RCOF RAFTERS/JOIST! Stress Grade: Douglas Fir No. 2 Fb= 14.50 x 1.25 = 1812 psi E = 1.7 x 106 psi O 1 i- Q t£ Spacinc 2x4 @ 12"oc I6"oc 24"oc 2x6 @ 12"oc I6"oc 24" oc 2x8 @ 12"oc I6"oc 24" oc 2x1 0£ 12"oc I6"oc 24" oc 2x1 2@ 12"oc I6"oc 24" oc 12" oc ~I~o ** oc 24"oc w = 27 psf A/180 LO'OO" 9' 1" 7'li" 15- 8" 14* 3" L2' 5" >0* 8" L81 9" L6' 5" 26' 5" 24*00" >0'11" 32' 1" 29' 2" 25' 6" 37* 10" 34' 4" 30 '00" A/240 9' 1" 8' 3" 7' 2" 14- 3" 12*11" 11- 4" IS' 9" 1?' 1" 14-11" 24 '00" 21' 9" 19 -00" 29* 2" 26* 6" 23' 2" 34' 4" 31' 3" 27* 3" w = 30 psf A/180 9' 7" 8' 9" 7' 8" 15' 2" 13' 9" 12*00" 20*00" 18' 2" 15*10" 25' 6" 23' 2" 20' 3" 31*00" 28' 2" 24' 7" 36' 6" 33' 2" 29*00" A/240 8' 9" 7' 11" 6'li" 13' 9" 12' 6" lO'll" 18' 2" 16' 6" 14* 5" 23* 2" 22' 5" 18' 4" 28' 2" 25' 7" 22* 4" 33* 2" 30 ' 2" 26' 4" w = 32 psf f w = 36 psf A/180 o * h."; 8' 6" 7' 5" 14' 8" 13* 4" 11' 8" 19' 4" 17' 7" 15' 4" 24' 8" 20' 4" 19' 7" 30*00" 27* 3" 23*10" 35* 4- 32' 2" 28* 1" A/240 8' 6" 7' 8" 6' 9" 13' 4" 12' 1" 10' 6" 17' 7" 16*00" 13' 11" 22* 5" 21' 9" 17! 9" 27' 3" 24' 9" 21' 8" 32' 2" 29* 2" 25' 6" A/180 9' 1" 8* 3" 7' 2" 14' 3" 12'11" 11- 3" 18' 9" 17' 1" 14*10" 24' 00" 19' 9" 18-11" 29' 2" 26' 6" 23*00" 34' 4" 31' 3" 27' 1" A/24Q 8* 3" 7* 6" 6' 6" 12*11" 11* 9" 10* 3" 17' 1" 15* 6" 13* 6" 21* 9" 20*11" 17' 3" 26* 6" 24' 1" 21'00" 31' 3" 28' 4" 24' 9" I1 COD BEAK ALLQV.'ABLS VALUES WOOD SEAKS SH^ET NO JOB NO Stress Fy= 95 Grade: Douglas Fir No. 2 Fb= 1250 psi Douglas Fir Ko.l Fv= 95psi Fb= I500psi Cize 4x4 4x6 4x8 4x10 4x12 4x14 4x16 ^XiM(in**) 12.5 43.5 111.1 230.8 4150 678.5 1034.4 fallow(in-kp) 8.9 22.1 38.3 62.4 92.3 128.0 169.6 ValioyU:ip) 770 1210 1600 2050 2490 2930 33SO 1.25 r.; aiiow(in -kip) 11.2 27-6 ^7.9 78.0 115.4 160.0 212.0 1-25 vailow(kip) 960 1520 2000 2560 3110 3670 4220 "/allow( in-kp) 10.7 26.5^ 46.0 74.9 110.7 153.6 203.5 1.25 '"allow( in->ip) 13.4 33-1 57-5 93.6 138.4 192.0 254.4 v Grade: Doubles Fir No. 1 = 85 usi 1\= 1?00 rci Douglas Fir SS Fv= 85psi F-D=l600psi Size 6x6 6x8 6x10 6x12 6x14 8x8 8x10 8x12 8x14 8x16 (in^) 76.3 193.4 393.0 697.1 1127.7 263-7 535-9 950.6 1537.7 2327.4 K-Llpv .(in-kp) 36.0 67.0 107-5 157.6 217.2 91.4- 146.7 214.9 296.1 390.4 "&l 1710 2330 2960 3580 4200 3180 4030 4880 5730 6580 1 -25 Callow (in-kip) 45.0 83.8 134.4 197.0 271.5 114.3 183-3 268.6 370.2 488.0 !-25 vailow(kip7 2140 2920 3700 i^QV 5250 3980 50^-0 6100 7170 8230 ^allpv,'(in-Ep) 44.4 82.5 132.4 194.0 267.3 112.5 180.5 264.5 364.5 480.5 x-25 Mfllov;(in-Kip; 55.5 103.1 165-5 242.5 334.1 140.6 225.6 330.6 455.6 600.6 Mark Shear Wall Material & Nailing A E. c i> £" f 14 I J 1C 1/2" gyp. wallboard w/5d cooler nails 9 7"o.c. edge and field + Shear Load tf/ft. 125 1/2" gyp. wallboard w/5d cooler .„ nails 9 4"o.c. edge and field + 1/2" gyp. wallboard each side w/ 5d cooler nails 3 7"o.c. edge and field + 1/2" gyp. wallboard each side w/ 5d cooler nails 9 7"o.c. edge and field + 5/8" gyp. wallboard w/6d cooler nails at 4"o.c. edge and field + 7/8" stucco owr paper backed lath w/16 gauge galv. staple 9 6"o.c. at top and bottom plates, edge of shear wall and field + 7/8" stucco over paper backed lath w/16 gauge galv. staple at 3"o.c. at top and bottom plates, edge of shear wall and 6"o.c. field (ICEO report No. 1823, 2/75) + 3/8" plywood (struct. 1, PI 24/0) E.N. 3d 9 6"o.c. field 8d 9 12"o.c. + 3/8" plywood (struct. 1, PI 24/0) E.N. 8d 9 4"o.c. field 8d 9 12"o.c. + 3/8" plywood (struct. 1, PI 24/0) E.N. 8d 9 3"o.c. field 3d 9 12"o.c. + 1/2" plywood (struct. 1, PI 32/16! E.N. lOd 9 6"o.c. field lOd at 12"o.c. + 1/2" plywood (struct. 1, PI 24/0) E.N. lOd 9 4"o.c. field lOd 9 12"o.c. •*- 1/2" plywood (struct. 1, PI 24/0) E.N. lOd 3 3"o.c. field lOd 9 12"o.c. + S 1/2" plywood (struct. 1, PI 32/16) E.N. lOd 9 2"o.c. field lOd at 12"o.c. + S 3/3" plywood (CDX, PI 24/0) E.N. 8d 9 6"o.c. field 8d 9 12"o.c. + 3/8" plywood (CDX, PI 24/0) E.N. 3d 9 4"o.c. field 3d 9 12"o.c. + 3/8" plywood (CDX, PI 24/0) E.N. Sd 9 3"o.c. field 8d 3 12"o.c. + S 3/3" plywood (CTK, PI 24/0 S.N. 3d 9 2"o.c. field Bd 9 12"o.c. -*• S 200 250 175 180 325 276 432 340 510 665 788 260 380 490 630 SHEAR WALL SCHEDULE 2x Sill Plate Attachment At Concrete Slab Exterior Wall Interior Wall * l/2"<t>x 10"AB 9 5'0"o.c 3/16"$drive-pin 9 2'4"o.c. 1/2"$ x 10"AB 9 4'0"o.c. or 3/16"$ drive-pin 9 2'0"o.c. 5/8"$ x 10-AB 9 5'0"o.c. 1/2"$ X 10"AB 9 3'0"o.c. or 4- 5/8"$ x 10"AB 9 4'0"o.c. l/2"$x 10"AB 92'6"'b.c. 5/8"$ x 10"AB 8 3' 2" o.c. 5/8"$x 10"AB 94'6" o.Ct 3/16"$ drive-pin 9 l'8"o.c. 1/2"$ x 10"AB 9 3'6"o.c. or 1/4"$ drive-pin 9 3'4"o.c. 5/8"$x 10"AS 9 4'4"o.c. 1/2"$ x 10"AB 9 2'0"o.c. or 1/4"$ drive-pin 9 l'10"o.c. 5/8"$ x 10"AB 9 2'4"o.c. 1/2"$ x 10"AB 9 2'0"o.c. or 1/4"$ drive-pin @ 2'2"o.c. 5/8"$ x 10"AB 9 2'10"o.c. 1/2"$ x 10"AB 9 l'4"o.c. or 1/4"$ dnve-pui 9 l'4"o.c. 5/8"$ x 10"AB 91'10"o.c. 3/4"$ x 10"AB 9 l'4"o.c. same as exterior wall 10"AB 9 l'0"o.c. 1/2"<J>AB 9 2'4"o.c. 1/2"$ AB 9 l'8"o.c. or 5/8"$ AB 9 2'0"o.c. 5/8"$ AB 9 l'6"o.c. or 3/4"0 AB 9 2'0"o.c. 3/4"<t>AB 9 l'6"o.c. same as exterior wall 3/16"$ drive-pin 9 l'2"o.c. 1/4"$ drive-pin 9 2'2"o.c. At plywood floor 16d 9 12"o.c. 16d 9 ll"0.c. 3/16"$ drive-pin 9 l'6"o.c. 16d 8 8"o.c. 3/16"$drive-pm 9 l'2"o.c,16d 9 6"o.c. 16d @ 9"o.c. 16d 9 9"o.c. 16d 9 5-l/4"o.c. 16d 9 6"o.c. 16d 9 3-l/2"o.c. 552 5/8"$x 10"AB 9 l'4"o.c. 1/4"$ drive-pin 9 l'0"o.c. 16d 9 3"o.c. 5/8"$x 10"AB 9 2'4"o.c. 1/4"$ drive-pin 9 l'10"o.c. 16d @ 5"o.c. 5/8"$ x 10"AB 91'6"b.c. 1/4"$ dnve-pui 9 l'0"o.c. 16d 9 3"o.c. 16d 9 2-l/2"o.c. 16d 9 2"o.c. 16d 9 6"o.c. l/4"i|t drive-pin 9 l'6"o.c. 16d 9 4-l/2"o.c. 1/4"$ drive-pin 9 l'0"o.c. 16d 3 3-l/2"o.c. same as exterior wall 16d @ 2-l/2"o.c. * As per I.C.B.O. Report No. 1639 Provide minunum penetration of 1-1/4" in ccncrete for 3/16"$ drive-pins and 1-3/4" for 1/4"$ drive-pins. + Block all edges. S Framing shall be 3" nominal or wider and nails shall be staggered where nails are spaced 2" on center, and where lOd nails having penetration into framing of more than 1-5/8" are spaced 3" on center. COTES 1. All nailing specified on this schedule shall be accomplished ^ith Comon wire nails, 2. Where shear ^alls are sheathed with plywood on both sides, use minimum 3" nominal framing at boundary members. 3. Where shear walls are sheathed on toth sides, the sill plate attachment spacing shall be half of that specified for shear wall sheathing on one side only Hinimum spacirgs shall not be less than l'0"o.c. for drive-pins or or 2"o,c. staggered for 16d nails. RfcJ ROOF RB2- ,c. Lks = (5C=>) 10, 5 - 37^M - 1 0=-3^00, = 79,0 1*16.1.0 4-xio R&3 US & 6x 14- S,0 FT * \&\ (If - 5 .7°l H= oJ .<to* FT Rfe-7 £8-10 03, V F! / v P. // s , . / I' J. 1' L ^ I '•• 26-66 4-x/o R6- = 7-0 U Rfo - "10 pLf 4x |J= ,.t , |KJ .' 32 . 4-4o) o - 1= ~ \°\,0 Use 3!= Use ffel -JOISTS MAX 60 = f& - 3£?7, Use A= 4-x 10 4 (2 SJD A- FT PT o Kl= - 63 (.1 /• .b O-A- ,=, rr I f o, P -M - b • ^ Z,i - 3. ,17 L U = iJ-K.f't = Z, .1 o C2. I0.7& , ,» I/to" 6x1 4^ BeA.Kl (Air. 4-x b 77 -j4" (L/i4o) IQ fro xK<BI) 't* ALT:; F02- R39Ti 06 ia" v\\c&;Zfr ceep LGi,L) \ v/ \ t t f 1s i Mo tor FT1 L * 17 = 52-7 7Z. 7/ -2 63> Li. Roof V,-- I.S616- L=Z, — f1^ '3 UAtU 44 TO Use L3 o KF < 'J L4- vc= i.ifc"- - 14-5.5 6.S V-- . SU r S. LS LG use 'A" i* v*=0, LU-LL £•; V,'1 -- 13' . iJ ALLS ZH 4- .C/L O,\°CL 5.5 4- 1.16= es * 3,|6 Q - 0. , 1C LEUCADIA COUNTY WATCR DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name Robert Chene Phone No. 481-8955 Mailing Address 13951 Meicado Drive Del Mar, CA Service Address: Tract Description: lot 379f Meadows Assessor's Parcel No. Type of Building duplex Lateral Size: 4" _ 6" _ 8" Fxtra Footage: _ @ $ 215-310-24 No. Units 2 Connection Fee $3^000.00 Saddle Easement Connection j^re-pd 400.00) Extra Depth: @ $ 2.*oo.oo Amount Rec'd $2f6QQ.OO Ck. No/Cash #3001 Date 8-12-80 Rec'd By S. Williamson Lateral Fee Prorated Sewer Service Fee Total $__3,ooo.oo The application must be signea by the owner (or his authorized representative) of the property to be served. The total charges must bs paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street {or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE -INSPECTEDAND APPROVED BY THE DISTRICT- BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT.THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THETIME INSPECTION IS DESIRED. ANY CONNECTION' MADE TO THE SERVICE LATERAL OR COLLEC-_TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDEREDINVALID AND WILL NOT BE ACKNOWLEDGED. ' -'"" The prorated sewer service fee is based upon the date the District estimates that service will begin and covers, the balance of, the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated.s\\\ Owner's Signature L/- f 12252 Account No ENERPAS TITLE 24 ENERGY CALCS j a EM cite La Casta, CA March ^, 1986 Tms structure substantially meets the requirements of tbe California Energy Commission Far Residential Buildings under Title 24, Part 2, Chapter 2^53. rScatt rTeiman, ENEKP^SJ 23276 So Pomte Drive • Suite 218 • Laguna Hills, California 92653 • (714) 380-9694 ATTENTION PROPERTY OWNER: O* An "owner-builder" building permit has been applied for fn your name and bearing your signature. Please complete and return this information 1n the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and Issuing your building permit. No building oermlt will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) /-/A\/ £T _ signed the application for a building permit. 3. I have contracted with the following person (firm) to provide the proposed construction Name __ __^__ Phone Address Contractors License No. City __ 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work. Name Phone Address .. Contractors License No. C1 ty ; 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work Indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number *T& -4L7 -~7 Date: "^ - / EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY OF CARLSBAD. Initials LOG NO SAN MARCOS UNIFIED SCHOOL DISTRICT PROJECT SERVICE AVAILABILITY LETTER (Applicant fill in - print legibly) APPLICANT '- , , i Phone No v Address -, OWNER Phone No Address PROJECT DESCRIPTION Project Address/ Location Pixnect Name __ Project located on Assessor's Parcel No (s) ( Attach legal description if necessary) Census Tract No Assessor's Parcel Numbers 3 Project Type (check one or more) [J Minor Subdivision (TPM) f | j Major Subdivision (TM) jrmm * 03 Housing Type No of D U ' s No of Bedrooms Single Family Multiple Family / PHrmc; ftobilehome Urnts Owner/applicant agrees to reconfirm this oroiect with the issuing school district every 6 months unless such action is not required by the district District Phone 619-744-4776 Owner/applicant understand that the certification foi school service contained in this Project__ Service J^yailability Letter is no longer effective iT the project is disapproved or if the con- ditional project approval (subdivision, permit, or other conditional use processes) expires The information I have provided is correct APPLICANT'S SIGNATURE " - ' *^-~~ Date -~j» "~- „ Date SAN MARCOS UMFIED SCHCOL DISfRICT CERTIFICATION OF SCHCQL AVAILABILI1Y OR NCN-AVAILABILITY DAY TO City of Carlsbad FROM School District S3H MSTCOS Unified Grades Served K-12 1 P] School services and facilities are cormiitted for this project Services \\ill be available concurrent with proiect need based on a secured agicement rath the developer which has adequate financing and clear intent The termination dale of the document is See attached copy 2 pH The undersigned school district hereby certifies that it will be able to provide adequate school services and facilities to the above described pro iect concurrently with the need of such project Owner/applicant has pud the lequired developer's fee 3 []j The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described pio]ect concurrently with the need of such project because DISTRICT REPRESENTATIVE'S SIGNATURE A O'h//\ -•.Date March 19, 1986 TITLE Facilities Tech phone 744-4776 WHTTF-CIVIC ENTITY YTLLDtt-DISTRICT PINK-OIVNER/APPLICANT <s--