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HomeMy WebLinkAbout2562 LA COSTA AVE; ; 86-360; PermitI hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I hereby affirm that I am exempt from the Conlrac- for's license law for the following reason (Sec. 7031.5 Business and Professions Cede: Any city or county which re' quires a permit to censtruct, alter, yrlprove, demotish, or repair any structure, prior to its issuance also requires the ap' plicant tsr such permit to tile a signed statement that he is licensed pursuant to the previsions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of ex—Division 3 of the Business and Professions Code) or that is empt therefrom and the basis fur the alleged exemplioo..Any violation of Section 7031,5 by an applicant for a permit sub- lects the applicant to a civil penalty of not more than tiveirun' .. dred dollars ($500). It I. as owner of the property, or my employees with wages as their sole compensation, will do the work, and the struc' ture is not intended or offered for sale (Sec. 7044. Business and Professions Code: The Contractor's license Law does not apply to an owner 01 property who builds or improves thereon and who does such work himself erihrough his own employees, provided that such improvements are not intend- ed ui uttered .Ini sale It, hOWever, the building or improve- ment is sold within ene year of completion, the owner-builder -' will have the burden of pruning that he did not haitdnr im- prove for the purpose of sale). I, as owner of the property, am exclusively contracting with as contractors to construct the project (Sec. 7044. Business and Professions Code: The Contractors License Law does not apply loan owner 01 property who builds or im- proves thereon, and who contracts or each projects with a contractor(s) license pursuant to the Contractor's License Law(. As a homeowner I am. improving my home, and the fallow— ing conditions exist: t. The work is being performed prior to vale. I have lived in my home for twelve months prior to completion 01 this work. I have not claimed this exemption during the - . last three years. - turn exempt under Sec. _________________ .5 & P.C. for this reason ' I hereby affirm that I have a certificate of consent to sell-insure. or a certificate or Workers' Compensation In- surance. or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY - O Copy is tired wilh he city Certified copy is hereby furnished - --CERTIFtCATE OF EXEMPTION FROM 'WORKERS COMPENSATION INSURANCE llhis.sectiOfl need not be completed irtpe,permit - in for one hundred dollars ($100) or less) 0 i certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compen' sation Laws of California. 'NOTICE TO APPLICANT: If. after making this Certificate of Exemption, you should become subject to the Workers' -I Compensation provisions of the Labor Code, you mu'st lorthwith comply with such provisions or this permit shall, be deemed revoked. O I hereby affirm thbt there is a Construction tending - 'agency for the performance of the work for which this per. I 0 mit is issued (sec. 3097, Civil Code) - Z J .Len4r'sName - - Lender's Address PEN ONLY & PRESS HARD - PRESS ------ APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - " CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - Carlsbad, California 92008-4859 JOB ADDRESS AV. ST.RD. NEAREST CROSS ST. DATE OF APPLICATIONI BUSINESS LICENSE # , VALUATION PERMIT NUMBER -''25Z . oST4 Ave- . //• , LOT BLOCK ' I SUBDIVISION ASSESSOR PARCEL NO. CONTRACTOR CONTRACTORS PHONE a ZONE '53 eUi$yIt qJA,,J f'( OWNER'S NAME - ., OWNER'S PHONE BUILDING SO. FOOTAGE .. pe,3n.e714-( fo1j.i'.I 1 75 iSS— CONTRACTOR'S ADDRESS STATE LICENSE NO. OWNER'S MAILING ADDRESS - 7 G, DESIGNER DESIGNER'S PHONE DESCRIPJ 0 OF OR i.4 d1L. St AJ4 c'( DESIGNER'S ADDRESS - STATE LICENSE NO. . ____ ---------.-- .-.'-' F/P NO 0CC OP EDU ..r 7ij.j6. STORIES . YD ND PARKING 7FLRELEV, SPACE RESUNITS GRADING PERMIT ISSUED. REDEVE ENT TVPE DC LO D FIRE SPA N o AREA -- - 10 p:.1 J' 0 Not Valid Unless Machine Certified - QTY. PLUMBING PERMIT- ISSUE 7- QTY. MECHANICAL PERMIT - ISSUE 3 - SUMMARY/ACCOUNT NUMBER EACH'FIXTUR,E..TRAP 7-.!!-- / INSTALL FURN. DUCTS UP TO 100.000 BTU g - BUILDING PERMIT 001-810-00-00-8220 EACH BUiLUtNGS,EW.ER -, OVER 100,000 BTU , SIGN PERMIT 001-810-00-00-8221 - EACH &TER HEATER AND/OR VENT BOILER/COMPRESSOR UP 3 HP I- • PLAN CHECK 001-810-00-00-8806 - EACH GAS SYSTEM I 104 OUTLETS BOILER/COMPRESSOR 315 HP , TOTAL PLUMBING 001'810-00-00'8222 ________ , EACH GAS SYSTEM 5'0 R MORE - . METAL FIREPLACE ' ELECTRICAL 001-810-00-00-8223 EACH INSTAl.., ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT - ' -- MECHANICAL 001:8100000.8224 /4 EACH VACUUM BREAKER - - _/ MECH EXHAUST - HOOD/DUCTS MOBILEHOME 001-810-00'00'8225 WA.TEI3 SOF.TNER - . RELOCATION OF EA FURNACE/HEATER . .- SOLAR 001-810-00'00-8226 EACH ROOF- DRAIN (INSIDE'(l- - - DRYER VENT - - V ' STRONG MOTION 880'519-92-33 — —t TOTAL MECHANICAL . . 'I - - FIRE SPRINKLERS 001-810-00-00-8i27 TOT.A'L.PL'UMBING (.0/ .-' PUBLIC FACILITIES FEE'7A__320'810'0O'00'8740 - BRIDGE FEE' - QTY -' ELECTRICAL PERMIT- ISSUE 5 OTY, MOBILE HOME SETUP PARK-IN-LIEU (AREA NEW'COPJST EA AMP/SWT/BKR.r-2O ,f11lp5 CAR PORT - . TIF 001-10-00-00-8835 .. f -PH - - - .-- 3 PH - ' . AWNING . LICENSE TAX e3,001'810'00-00'8162 EXIST BLDG EA AMP/SWTIBKR •_. - . GARAGE - - . MFF Q,Q 880-519-92-57 IPH ( `3 PH — REODEL'A1T-E.R, PER-CIRCUIT TEMP POLE 200 AMPS — OV'ER'200 AMPS — TEMP OCCUPANCY (30 DAYS) --CREDIT DEPOSIT ' -->-- TOTAL ELEIfRICAL ...- TOTAL TOTAL FEES PAYABLE60 ' - I HAVE CAREFULLY EXAMINED THE COMPLETED '-APPLICATION AND PERMIT" AND DO HEREBY - Expiration. Every permit I Code shall expire by a e Ing Official under the provisions of this * AN OSHA PERMT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER pEfIALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such me null 5nd O iin U the building Or ys en 180 a from the date 1wOr such 50" DEEP AND DEMOLITION OR COSTRUCTION OF DECLARATIOPJS'ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the bubldino authorized by such frmt is suopended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON aban ad 81 anytime 'work is commenced for a period of 180 days - STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND NATU KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND=;~Iq APPR OWNER Li CONTRACTOR -' - ' ' - -- w$i. OA'LJ 'a EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 NI' GRANTING OF THIS PERMIT. - ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL I - MECHANICAL GAS -L ii BUILDING SPECIAL CONDITIONS . -.-- I .TYPE - DATE INSPECTOR BUILDING FOUNDATION _________ PECTION RECORD REINFORCED STEEL FIELD IN SREQUIRED - SPECIAL INSPECTIONS INSPECTORS MASONRY I INSPECTION REQ. IF CHECKED INSPECTORS APPROVAL DATE - ,. GUNITE OR GROUT SUB FRAMEFLOOR LI CEILING . 7' SOILS COMPLIANCE .. SHEATHING LI ROOF LI SH:EAR PRIOR TO I FRAME g4_ 77 Q FOUNDATION INSP STRUCTURAL CONCRETE EXTERIOR LATH I OVER 2000 PSI INSULATION I PRESTRESSED CONCRETE INTERIOR LATH & DRYWALL POST TENSIONED - CONCRETE PLUMBING -. ________ . FIELD WELDING LI SEWER AND BLICO LI PL/CO (%4/J' p HIGH STRENGTH BOLTS UNDERGROUND LI WASTE LI WATER TOP OUT LI WASTE LI VVATER SPECIAL MASONRY - TUB AND SHOWER PAN GAS TEST I /17 y4/t 7' PILES CAISSONS - LI WATER HEATER LI SOLAR WTER I ELECTRICAL LI ELECTRIC UNDERGROUND L UFFER ROUGH ELECTRIC I '- LI ELECTRIC SERVICE 1TEMPRARY 1,V.ic/ai I LI BONDING LI POOL - • m,Qr' LjO1L? MECHANICAL LI DUCT & PLEM., LI REF. PIPING ,I4,f/p( 7' HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS flQ MiAI INPP3IflN WHEN .ALL APPROPRIATE i"-i. ri7?i1 5.- .. FINAL BUILDING INSPECTION . S •' S. PLAN CHECK NUMBER: 86360 PROJECT NAME: 2562 La Costa yrl DATE: VPZ . . 617-87 -. PROJECT NO.: I UNIT NUMBER: PHASE NO.: Ih- TYPE OF UNIT: afd ._- NUMBER OF UNITS: I - - CONTACT PERSON: Ioboti CONTACT TELEPHONE: 7530980 all dept INSPECTED DATE - - BY: S - INSPECTED: APPROVED DISAPPROVED INSPECTED .-DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED • DATE - -'- - BY: . INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: 79-9 f - - S Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Eninee CANARY: Utilities PINK: Planning GOLD: Fire -' FINAL BUILDING INSPECTION * ).. . PLANCHECK NUMBER: .86-360 , -. DATE: 617-87 PROJECT NAME: ADDRESS: 2562 La Costa - PROJECT NO:: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: CONTACT PERSO N: Hobson CONTACT TELEPHONE: 753-0980 all deDt INSPECTED DATE JUL 0 9 197 INSPECTED: APPROVED DISAPPROVED .,p._... INSPECTED S . DATE - BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED (osra seal Municipal Water District COMM'ENTS: Engineering Department (619)438-3367 / S - - t C' Rev. 1/86 WHITE: SusPen oBLUE:WaterDis ct GREEN Engineering CANARY Utilities PINK Planning GOLD Fire -. ...4 s 1_•• - FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-360 DATE: PROJECT NAME: TYPE OF UNIT: sfd NUMBER OF UNITS: CONTACT PERSON: Hobson CONTACT TELEPHONE: 7530980 ADDRESS: - 2562LaCosta PROJECT NO.: UNIT NUMBER: PHASE NO.: all dept BY: INSPECTED --r4z INSPECTED: b/i/i7 APPROVED DISAPPROVED INSPECTED1) altlz d) ATE INSPECTED: APPROVED V" DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: 5,ét'LD thv/vi j3,4 cR '4DSD, g y,i'V41)4 C £27 /Jo 7 LD S&LE (?4 /4'_#4-NP?(7 '4if_O)9LP./iV5 7(& CLfA41a ? t4&5 L e4 7-,ci7 Rev. 1/86 WHITE: Suspense BLUE: Water Distri GREE N: Engineerin'NARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 - (619) 5G0•1468 DATE: /'s a V — — 9 APPLICANT JURISDICTION: CT 4 --=PLAN CHECKER 9 FILE COPY PLAN CHECK NO: ,.. 3 9UPS 9 DESIGNER PROJECT ADDRESS: PROJECT NAME: __ The plans transmitted herewith have been corrected where• necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified . - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies Eli identified on the enclosed check list and should be corrected and resubmitted for .a complete recheck. The checklist transmitted herewith isfor'yöürinforfrtation. El . The plans are being held at Egil Corp. until corrected plans are submitted for recheck. El 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: El Esgil staff did not advise the applicant contact person that plan check has been completed. zm Esgil staff did advise-applicant that the plan check has been completed. Person contacted: t4c. (.' Date contacted:' \_ Telephone #73-o1YO REMARKS: T- By: Si Enclosures: No Datei_i-&' Jurisdiction 4kb&cI Prepared .byi, 0 Bldg. Dept. VALUATION AND PLAN CHECK FEE 'ESgi1 PLAN CHECK NO. 9&- 5eoc BUILDING ADDR ES S _.5/ ,. APPLICANT/CONTACT M. PHONE NO. o'jo BUILDING OCCUPANCY )", DESIGNER PHONE - TYPE OF CONSTRUCTION Z'J CONTRACTOR PHONE____________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air Conditioning Commercial 0 0 -Residential Res. or Comm. : Fire Sprinklers 0 Total Value 0 Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) 8u11di66 Permit Fee. $_ _0 Plan Check Fee $ 0 0$ COMMENTS: 0 8/4/82 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 19) 560- 1468 DATE: SePT JURISDICTION: CT _________________________________ PLMFTBECKER flFILE COPY Li PLAN CHECK NO: (p UPS LJDESIGNER PROJECT ADDRESS: C.oT tk_ PROJECT NAME: I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply fl with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies S identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Eli The The check list transmitted herewith is for your. information. plans are being held at Esgil Corp. until corrected plans are submitted for recheck. Li 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: E Esgil staff did not advise the applicant contact person that plan check has-been completed. Esgil staff did been advise applicant that the plan check has completed. Person con tacted:.'ohsi Date contacted: J8I'I Telephone #_ \Fl EMARKS: I By: Enclosures: A)(I ESGIL C01PORATION a - o ESGIL CORPORATION 9320 CIIESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560- 1468 LF1t / OiGQ DATE: IURISDCT] JURISDICTION: CT o ---- EJ FILE 'COPY PLAN CHECK UPS DESIGNER PROJECT AD7SS: PROJECT U The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply U 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 U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being -held at Esgil Corp. until corrected plans are submitted for recheck. 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: (/( 4rro , (' U Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has - been completed. Person contacted: hr. Date contacted: 91,11&, Telephone # 7S- o10 U REMARKS: By: Ac2) Enclosures: ESGIL CORPORATION PLAN CHECK NO: 3CcJ1 JURISDICTION:(T I'1 t2L' O APPLICANT COPY O JURISDICTION COPY O PLAN CHECKER COPY o FILE COPY Ewl".40- Enclosures: LLi b1ri. # ,L. -. w( tb- _ctLt ioor5:Ze. )'/,S LrL (7) P.e ___'r-- rT\ __ &••e- Skct4j isc'ilT'.. iet _ ) cf-t _t'rov ujcji__, _d 1T Purti5— ___ t-s u9(-w - A u i ''4 J L) # \4 eetr ___kiOJ }- ____ N &wa\-S.p *flTh la '4_Pa U . i k rø.,,'rte t17 'kL'&,,rders vdr4Joor1T a... ____ r 4 1784 PROJECT ADDRESS:_ TO: /1'r. bor. 7 (;32 ('a Z- -t' df-' , (' viç i-,.,,,-1, Date plans received byjurisdictionq//. Date plans received by plan checker______ Date initial plan check • FORWARD:PLEASEREAD 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 Please make all corrections on the original tracings and subjnit two new sets of prints, and any original plan sets that may have been returned to you by' the jurisdiction, to: (J /?0 facilitateckj'1 ease ldentj) 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. ...- :- - L1 PISnT -Tt. is e--IdOvtfl.. 'Y 9cA CeyTrc t or 11 -Put e-4-- Crc,eT1 CC- 4-op 4nua. iseT 50- er$$ AS7 /'Por77) 77Z 4Io 7tZ Pser3 6'fl4 71:P).,7-:5,dD 1" - c&a - ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 SI DATE: .Auu5-- •I \ J(7 JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: - PROJECT ADDRESS: Z PROJECT NAME: PLAN CHECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy 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: s. CiIl' 1-1rlr (ik 11. Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Mr. iô Date contacted: Telephone cD 0i REMARKS: BY: A'IE ENCL: ESGIL CORPORATION The circled items 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 AjoI or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification. etc. Be sure to enclose the marked up list ywhen ou submit the revised plans. 5p e. c 1cc. (.( \.J" Pt- 1t r%.Adt. Date plans received by jurisdiction: Date plans received by Esgil Corporation: 6' PLAN == NO. YG- Date initial plan check completed: JURISDICTION: CITY OF CARLSBAD TO: Ce, It C- ede TELEPHONE NO. 7S3 _cY)Vo PROJECT ADDRESS: .L.. C. S I Z. /..)iI ' By: Applicant contact person: Telephone: 7S I SC) FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based 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. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS 1. Please make all corrections on the original racings and submit two new sets of prints, and any original plan sets. that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. 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. /Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). j 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 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 fill slopes and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). 2 3/25/86 Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FIRE PIYIION 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)). yL 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). i4 Plastic skylights shall not be installed in 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. l Projections, including eaves, shall be tone-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 leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. e A smoke detector shall be installed in the ment 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. C. ROOM SIZ, LI(, VENrILAlION AND GLAZING Habitable rooms, other than kitchens, shall /contain at least 70 square feet of floor area. Section 1207 (b). 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 }'i. 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)). 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). Required windows shall not open into a "roofed porch unless the ceiling is at least 7 feet and the longer side is at least 6596 open Section 1205 (a). 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). 7 1(. No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that-ceiling height for habitable 'rooms is a minimum of 7'611 . Section 1207 (a). 11- Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7,011 . Section 1207 (a). 3 3/25/86 Dimension on the plans, the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). e . Specify safety glazing for glazing in zardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. 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. 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. 201. A mezzanine is an intermediate floor and ,ay 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. The loft you show does not comply as a Ziezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. / D. rrs • STADAYfS • AND RAILINGS Floors above the second story shall.have not less than 2 exits. Section 3303 (a). Required exit doorways shall be not less fthan 36" in width and not less than 61 8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 611. Section 1711. 6lc't.) IS 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. 3 Provide stairway and landing details. "Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". b. Minimum headroom is 61611. C. Minimum width is 30". fl handrails per Section 3306 (j), shall /satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). Every stairway landing shall have a "dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). 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). A door may open inward at the top step of a (stairway provided the top step is not more than 7.1/211 lower than the floor level. Section 3304 (h). Provide details of winding stairway (complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 30 inches. Provide spiral stairway details, per (Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. Spiral stairways may not be used for (required exits when the area served is greater than 400 sq. ft. Section 3306 (f). .-cIce7 1'/,jor i,s7 7de,-k /'41 ,L.j-. i Prcv'vT v r, c u et.k. . TT • 4 3/25/86 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.0. Research Report and Number 'for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). )I. 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). 7". Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 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). K. ROOFIM Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify I.C.B.0. or U.L. approval number for roof materials not covered .in U.B.C., e.g., title, etc., Section 107. 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, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof /5- p e for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 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 skylight must be separated from (each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area '1s 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. MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. oi 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. .i•Z5. Z)Pc..( 5 3/25/86 Show height and construction details of all /masonry walls. Chapter 24. Z'. Note that cleanout openings shall be fprovided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. I. 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. 6/ 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). Show a minimum 2" air space and flashing I'between planter and building walls. Section 2516 (c) 7. G. GARAGE AND CARPO1S Z Garage requires one-hour fire protection on garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). All elements supporting 'floor above garage, .ncluding walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). Z~Show 1 3/8" solid core self-closing door r openings between garage and dwelling. Section 503 (d). /. Openings between carport and residence trequire self-closing doors and stationary windows. Section 1214. Q'r Show garage framing section, size of header garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Cfiapter 23. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. Doors may open into the garage only if the ñoor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). H. FOUNDATION REDUIREMENTS ' 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). The foundation plan does not comply with the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. Garages are nât permitted to open into a room used for sleeping purposes. Section 1104. '& (1)-4 4u' rcj ovT- C as Pr Cock. Nr et)- 6 3/25/86 / 7/ 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: 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". Show height of all foundation walls. chapter 23. 7fr' Show height of retained earth on all foundation walls. Chapter 23. o80 If cut or fill slopes exist, show distance o foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 64 lot.-I Note on plans that wood shall be 6" (minimum above finish grade. Section 2516 (c) 7. 9/ Note on plans that surface water will drain /away from building and show drainage pattern and key elevations. Section 2905 (f). 9/ Dimension foundation per U.B.C. Table 29A: Floors Supported* Stmwall Width Depth 1 6" 12" 12" 2 8" 15" 18" 3 10" 18" 24" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. r0 Co 7 3/25/86' . Show foundation sills to be pressure. (treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (e). X. Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). 11 If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). 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. t . Show adequate footings under all bearing lls and shear walls. Section 2907 (b). Show on the elevations, 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). () 92 Show pier size, spacing and depth into undisturbed soil. Table 29-A. 93. Show minimum underfloor access of.8" x ". Section 2516 (c). S Z e tr 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). Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). 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. 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). 8'. Show blocking at ends and at supports of (floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at fexterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). . Show double joists. Floor joists shall be 0 e doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. l%' Bearing partitions, perpendicular to 4o15ts, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 3 P(. 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. Show 1/2" minimum clearance between top fplate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with minimum 48" lap splice Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. K Show or note fire stops at the following ocatifocaons per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201. Table 25-R-3. Studs supporting two floors, a roof and ei1ing must be 3 x 40r 2 x 6 a 16" o.c. Table 25-R-3. Y- .4o-- r) 1Pcf) 3 ,uLe..e& 1T 4- -4oud . L.!, 6 4r r 4.lor 'c rT4 rv. L.4j C&- P 3/25/86 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). Detail all post to beam and post to tooting connections and reference the detail to the plan. Section 2516 (in). X. Detail shear transfer connections, "including roof and floor diaphragms, to shear walls. Section 2513. 3. Specify nail size and spacing for all 'hear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K) and Section 4713 (d). 4 Show 3" x 4" or 2" x 6" studs in first ory of three story building. Table 25-R-3. 1),' Provide truss details and truss calculations for this project. 116 Provide roof framing plan and floor aming plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. R118 Specify all header sizes for opening over 4 wide. Section 2517 (g) 5. - l. Provide calculationfor main vertical and Iorizontal fraiing members and post footings. Section 302 (a) 7. l3ø Provide calculations for lateral loads, ihear panels, shear transfer and related. Section 302 (9) 7. 7eq Show on the plans all structural uirements developed in the structural calculations. 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. 'D123 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. r-Or P10.1 5t'X'Po 11( Show location of'attic access with minimum ,'ize 22" x 30". Section 3205. 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 en. 2 x 4 or 2 ea. 2 x 6 or 2 en. 3 x 4 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. 13t Specify plywood grade and panel /identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 129 If foundation cripple wall studs are less 14" framing shall be solid blocking. Section 2517 (g) 4. oc?oT jJL 4 - A)O 16 S if . Cr " r 4. (I,L, - '.1 9 3/25/86 139/ Cripple wall studs exceeding 4 feet in IIig1it shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories., Section 2517 (g) 4. el Show plywood sheathing over exposed eaves, other weather exposed areas, is exterior grade. Section 2516 (g) 3. 1 . Show a weep screed at the foundation plate {ine on all exterior and stud walls to be stuccoed. Section 4706 (e). / 1 Show corridor width to be minimum 36". Section 3305 (b). Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 1 6. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. )4ANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 5ting Show the size, location and type of all and cooling appliances or systems. 1'1kr Show source of combustion air to furnace, per Chapter 6, UMC. 139 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, Section 1211. 10 3/25/86 l)4" Show minimum 30" deep unobstructed working cpace in front of furnace. Section 505, UMC. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. /s Furnace shall not be installed under any tairway. Section 704, UMC. ~room, Furnace shall not be installed in any 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. G 144 Show I.C.B.0. approval number for prefab ireplace. LJetiii. lc-6o nu ' j Usc. 'P1"ro-€J S 145 Show access to the attic or underfloor ce to be minimum 30 inches by 30 inc. Section 708 & 709 UMC. lt Note that passageway to the attic furnace hall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. 13v1 Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708, UMC. lJI Show details to comply with Section 709 or furnace under the floor, or Section 710 for roof or outside furnace. 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. K. EI.ICAL (NATIONAL ELICAL a,OE) All wiring shall comply with the National Electrical Code. 150 Show on the plan the amperage of the e ctrical service, thelocation of the service panel and the location of any sub-panels. SoP.JC,Tb 7L0X Show location of all electrical. receptacles. Electrical receptacle locations and/or spacing is not adequate in l/ Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basments. NEC, Art. 210-52. l5 Note convenience outlets in bathrooms, doors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. 15$ Note electrical system ground to be pfovided per NEC, Art. 250-81. L. PLUMBING (UNIFORM PLUMBING ()DE) Show water heater size, type and location n plans. UPC, Section 1310. I.W. Show source for providing combustion air o 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. 11 3/25/86 1 '. Fuel combustion water heater shall not be f'nstalled in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Z. Provide adequate barrier to protect water ter from vehicle damage. UPC, Section 1310. 1)6. Show T and P Valve on water heater and how route of discharge line to exterior. UPC, Section 1007 (e). z Provide dryer vent to outside. C, Section 1903. Note on the plan that hose bibbs and lawn fsprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. 193' Shower stall shall accommodate a 30" c!ircle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). M. NOISE INSULATION (DUPLEX) l)2( Show details of duplex common (party) a1ls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. ?ip~g, Show how penetrations of assemblies for 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. ipi. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. N. KNY cONSKRVAT1ON: 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.. Qu Show on the Title Sheet of the lans the ired elements of the alternative energy package that was selected, and next to each element show how you are cqpplyjpg wiih path- element. If calculations were used, provide similar data on the plans. 16)? The plan sheet showing the required / ements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. 16)? Show on the plans the "R" value for the /ails, floors,, ceiling and related areas. Show double glazing as per Energy Design, 'n Glazing Schedule. 6) Show on the plan how shading requirements are satisfied. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 12 3/25/86 () Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the size, type, make, model and "location of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & DUPLEX SUPPLEMEMr 0~5 Energy conservation design should be for Zone 7 . See attached energy packages. 1706 Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed or 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). , y4'. 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). W. 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). Incorporate the waterproofing details, on he attached Policy 80-8, where interior living space 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 102683. Qi All new residential buildings, including tions, require a soils report. Please submit two copies. SAP— oPPoS, Heavy timber framing, minimum 6" x 10" 6eams 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). 4 Please see additional corrections, or .emarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact ' A.bi. 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: 13 3/25/86 oJ (U-"W-(. c,vr T '-U-- re ,T1L ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 7\k)\\ DAPPLICANT URISDICT JURISDICTION: CITY OF CARLSBAD ' CHECKER - FILE COPY PLAN CHECK NO: ,S7(L2- T [3 UPS []DESIGNER PROJECT ADDRESS: PROJECT NAME: The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply E 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 Fl identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's 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 jurisdiction to return to the applicant contact person. The applicant's copy 'of the check list has been sent to: CLLE - Esgil staff did not advise the applicant contact person that plan check ha 's been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Mr. h-r IVTTEMPTI - ' ')A NS 1J 7L Date contacted: 'i-. Telephone #1D_cPr?O REMARKS: BY: •5/c:c'15 ESGIL CORPORATION ENCL: PLAN cEcKNQ. (O JURISDICTION: CITY OF CARLSBAD TO: Mr. C)()c\ I /4 r Is TELKPHDNEno. RELOSUR: pare Ls PJ ADDRESS: CoR. PLAN Q)RRECflON SHEKt SI!K FAMILY AND DUPLEX ThJELLIWS Date plans received by jurisdiction: -7 la Date plans received by Esgil Corporation: Date initial plan check completed: By:_________________ Applicant contact person: Telephone: 3-YrSO FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction cothply 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 circled items 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. 7 To speed up the recheck process, note on this list (or 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. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS 1. Please make all corrections on the original racings 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 k208, San Diego, California 92123, (619) 560-1468. / Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. /the Indicate on the Title Sheet of the plans, name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). 5. Specify on the Title Sheet of the plans the ross floor area of each element of this project including dwelling, garage, carport, patio, deck aqO ba1ony. Section 302 (c). __4__\_y) Qe Provide a statement on the Title Sheet of plans that this project shall comply with Title 24 and 1982 TJBC, IJMC, 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 fill slopes and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). ,W' Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. IV 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)). p< 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). t'i 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. 32'. Projections, including eaves, shall be one-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 leading 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. 0 PôrT Tt,L Pk 2 3/25/86 C. ROCK SIZES. LI . VENflLAIION AND GLAZING Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). 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 I) 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)). ,C,r 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). J Required windows shall not openinto a roofed'porch,unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). Provid mechanical ventilation capable of providing five air changes per, hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required opnable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be lss than 71 011 in any dimension. Section 1207 (c). 3,2< Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). Y4< Dimension on the plans, the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 39. 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. 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. 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. 391 A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. 34'. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. D. KKITS, STAIRWAYS, AND RAILINGS /. Every stairway landing shall have a dimension, measured in the direction of travel, Floors above the second story shall.have at least equal to the stairway width. not less than 2 exits. Section 3303 (a). Section 3306 (g). ly Required exit doorways shall be not less )1. A door may open over a stairway landing than 36" in width and not less than 6'8" in provided the door, in any position, does not height, and shall be capable of opening at least reduce the clear area of the landing in the 90 degrees. Section 3304 (e). direction of stairway travel, to less than one-half the required width of the stairway. Provide 36" high protective railing for ~Les, Section 3306 (g). balconies, and open sides of stair landings. Openings between railings shall be A door may open inward at the top step of a less than 611 . Section 1711. Pro,j.d& diTa ,1_ck.(.6e!ou7')1121, stairway provided the top step is not more than 'JLn lower than the floor level. 34. Show how guardrail connection details are Section 3304 (h). equate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 71. Provide details of winding stairway ,o'zT deck i-- complying with Section 3306 (d): Provide stairway and landing details. Section 3306 (b) & (c). a. Minimum tread is 6 inches at any point Maximum rise 8" and minimum run is 9". Minimum headroom is 6161t. C. Minimum width is 30". 36'. All, handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. C. Minimum width is 30 inches. 50. Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. 4'. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). }J L( PIT 4rr Pv rt ric deTk 1c cIek QciclCT T r-r )-/p to 4 3/25/86 Spiral stairways must have a clear walking space of 26 inches between the column and hthidrail, 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) 4B and Section 306 (f). 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). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 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). K. ROOFIM 9 Specify roof slope. 49. Roof slope is not adequate for roof'type specified. Table 32-B; Section 3203 (h). () Specify roof material and application. Chapter 32. Specify I.C.B.0. or U.L.-approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. 5 3/25/86 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. 53 The minimum slope for a fire retardant uilt-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. 56. Provide skylight details to show compliance ith Sections 3401 and 5207 or provide I.C.B.0. approval number. A Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. (,) Show attic ventilation. Minimum vent area s 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. MASONRY 059- Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. 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. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (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. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (a). Show a min41 imum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GARAGE AND CARPORTS 96 Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table S. B. Section 503 (d).- ,0,7. All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). Show 1 3/8" solid core self-closing door f or openings between garage and dwelling. Section 503 (d). Openings between carport and residence require self-closing doors and stationary windows. Section 1214. 71. Show garage framing section, size of header er garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23. :5eQ NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. 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). Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UNC Section 508, UPC Section 1310 (a). H. FOUNDATION Rju1101E0M () 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). 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. Provide notes on the foundation plan 'sting the soils report recommendations for foundations, slab and building pad preparation. .5 L '3 OJL Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 6 3/25/86 3)7< 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; Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (e). Specify. size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). 3. the foundation excavations, formings and reinforcements comply with the 8,g' If hold downs are required by calculations, soils report and approved plan". note on plan that hold down anchors must be tied in place prior to foundation inspection. ~pter Show height of all foundation walls. Section 305 (e) 2. 23. t89) Show adequate footings under all bearing Shbw height of retained earth on all walls and shea walls. Section 2907 (b). foundatiàn walls. Chapter 23. Show on the elevations, stepped footings If cut or fill slopes exist, show distance for slopes steeper than 1:10. o foundation to edge of cut or fill slopes and Section 2907 (c). show steepness and heights of cuts and fills. Chapter 29. 91. Show minimum 18" clearance from grade to J T c:- P'ottom of floor joists and minimum 12 Note on plans thae wood shall be.6" clearance to bottom of girders. minimum above'finish grade. Section 2516 (c). Section 2516 (c) 7. / () Show pier size, spacing and depth into /1. Note on plans that surface water will drain undisturbed soil. Table 29-A. away from building and show drainage pattern and key elevations. Section 2905 (f). 93. Show minimum underfloor access of 18" x ". Section 2516 (c). Dimension foundation per U.B.C. Table 29A: Floors Supported* Stemwall Width Depth 1 6" 12" 12" 2 8" 15" 18" 3 10" 18" 24" Foundations may support ',a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. ___. cp •t') k \ 'er rdL StZe 5 Z ST. 7 3/25/86 2. the utility trenches have been properly backfilled and compacted, and; () 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). Specify that posts embedded in concrete shall.be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FR.AHI* 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. 71' 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). Lo_O 98. Show blocking at ends and at supports of oor joists, and for rafters at exterior walls. Section 2517 (d) 3. 99 Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). CtI _2_-2 T1?2 PF Show double joistcs. FlFjIts shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. (). 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. 22. 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. 1,011( Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 39I. 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. 104 Show 1/2" minimum clearance between top p ate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). ip. Show double top plate with minimum 48" 'sap splice. Section 2517 (g) 2. Show nailing will be in compliance with able 25-Q. ec Show or note fire stops at the following ons per Section 2516 (f): a.' 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. b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. E108 Show stud size and spacing. Maximum a owable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. 8- 3/25/86 Note an A.I.T.C. Certificate of Compliance for glued laiinated wood members shall be given to the building inspector prior to erection. Section 306 (f). 1).?. Show on the plans all structural requirements developed in the structural calculations. 111 Detail all post to,beam and post to footing connections and reference the detail to the plan. Section 2516,(m). ro,,7- 1121 Detail shear transfer connections, including roof and floor diaphragms, to shear walls., Section 2513. fJL ~12~i 'Specify nail size and'spacing for all walls, floor and roof diaphragms. Indicate required blocking. Maintain' maximum diaphran dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 116. Provide roof framing plan and floor in plan. Section 302 (a) 7. , 32'. Wood stud bearing walls, with studs at 24" :;tr 'ta'cX tor,pLrai 4orô'ko.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 117'. '?rovide framing sections through en. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more 'OV\AP Cepp\,T. ull than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. IYIj , - PrQ Section 320 (a) 7. ac Provide truss details and truss ulations for this project. i1. Columns and posts located on concrete or 6iasonry 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. 0123., 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. Show location of attic access with minimum size 22" x 30". Section 3205. 127 Specify plywood grade and panel i entification index. Table 25-N. Specify all header sizes for opening over 118 wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a)'7. 9I. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 9. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. ' 44 o ropl C.lI , LI - O)S5 4'IC. . • # • 9 3/25/86 e Cripple wall studs exceeding 4 feet in ght shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. i1'. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. 132 Show a wep screed at the foundation plate e on all exterior and stud walls to be stuccoed. Section 4706 (e). Show corridor width to be minimum 36". Section 3305 (b). 0134- Specify truss layout for 301"x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters Section 2517 (h) 3. Pb". In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. €E) Show the size, location and type of all heating and cooling appliances or systems. 9'. Show source of combustion air to furnace, per Chapter 6, UMC. 139 Every dwelling unit shall be provided with h ting 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, Section 1211. 10 3/25/86 Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Note on plans, clearances to be per nufacturer's listing. Section 504, UMC. Furnace shall not be installed under any stairway. Section 704, UMC. 143 Furnace shall not be installed irf 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. 144. Show I.C.B.0. approval number for prefab ireplace. (l ' Show access to the attic or underfloor iinace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. passageway to the attic furnace sháil be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. (l47 Show permanent electrical outlet and 'ttiting fixture controlled by a switch for the attic furnace. Section 708, UMC. pp/' (r i1e 1)8' Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 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. ELICAL (NATIONAL ELEMICAL (Th)E) All wi?ing shall comply with the National Electrical Code. 2150 Show on the plan the amperage of the e ectrical service, the location of the service panel and the location of any sub-panels. Show location of all electrical receptacles. 35I. Electrical receptacle locations and/or spacing is not adequate in 11 Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 154 Note convenience outlets in bathrooms, ou doors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. l,5fg. Note electrical system ground to be provided per NEC, Art. 250-81. PUfl4B]B (UNIFo1l PLUMBING 0)0K) ifi. Show water heater size, type and location on plans. UPC, Section 1310. 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. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 3.54. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. l, Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 9. Provide dryer vent to outside. UMC, Section 1903. C162~ Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. lfr ' Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). NOISE INSULATION (1)0PLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. lftrI. 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. ipli Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. (/5_Ct,\ E k(Trc 11 3/25/86 N. ENT CONSERVATION: 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. () 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. The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her' state 'license number. Section 1403 of Title 20. Show on the plans the "R" value for the walls, floors, ceiling and related areas. Show double glazing as per Energy Design, 'OeGlazing Schedule. el7l) Show on the plan how shading requirements are satisfied. 1 . The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: G73. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Zc Show the size, type, make, model and ation of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & IXJPLRE SUPPLT (175. Energy conservation design should be for Z5ne 7 . See attached energy packages. (im) Floor drains must have auto-prime Elty policy). (1) Note exhaust fans cannot be ductless type (—City policy). Q017 , 8).New residential units must be pre-plumbed 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). Y Note "two 3/4" copper pipes must be stalled 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). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 12 3/25/86 3r Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 102683. ad All new residential buildings, including itions, require a soils report. Please submit two copies. i - - ip. Heavy timber framing, minimum 6" x 10" teams 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). Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San' Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact 'SAThQv 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: otk r 13 3/25/86 Date 7 CITY OF CARLSBAD Prepared by Bldg. Dept. VALUATION AND PLAN CHECK FEE M,,Esgil PLAN CHECK NO. BUILDING ADDRESS ,3S1 (cS'(e\. APPLICANT/CONTACT PHONE NO. 7S3- BUILDING OCCUPANCY DESIGNER PHONE - TYPE OF -CONSTRUCTION L-,J CONTRACTOR PHONE — BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE d L4 f33(3'..- Ga Air Conditioning Cornmerciál Residential Res. or Comm. -Fire Sprinklers Total Value Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) DI-landicapped Regulations (Fee x 1.065) Building Permit Fee $_ Plan Check Fee $ 3'-)t. 70 COMMENTS: I PLAN CHECK NO. g -36o ADDRESS Received PLANNING JUL 1 o ZONE: TYPE OF PROJECT AND USE: 5t23 CITY OF CARLSBAD DEVELOP. PROC SRV. DV SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBAD SAN MARCOS SETBACKS: FRONT SIDE. V1-. REAR DISCRETIONARY ACTIONS: j REDEVELOPMENT PERMIT REQUIRED:___________________________________________________ LANDSCAPE 1-- LANDSCAPE PLAN COMMENTS:___________________________________________________ Lu ENVIRONMENTAL REQUIRED:j If Vt LU ADDITIONAL COMMENTS: cDi- 0 >4-' uc OK TO ISSUE: DATE: ENGINEERING LEGAL DESCRIPTION VERIFIED? APN CHECKED? PARK-IN-LIEU QUADRANT: 4 —, FEE PER UNIT: 04j/.4 _ - 7 - / sp ior x 4Z'r / P.F.F.,: TRAFFIC IMPACT FEE PER tNIT: - ___________ TO TA'FE E: / FACILITIES MGMT. Z4a -*/4e-A, IMPROVEMENTS: P1' TOTAL FEE:__________________ FEE: ,1/T/1V BRIDGE & THOROUGHFARE -f FEE: A0Z~Woontae7- Ic - — FIELD CHECK DATE & INITIALS: 7%(/' RIGHT-OF-WAY :44 -24a,..,Z7 D U. SEWER: ftok LATERAL ____________ Z - INDUSTRIAL WASTE PERMIT: £i'27 GRADING PERMIT:f',,*T _ OK. GRADING RAINAGE ED I) ADDITIONAL COMMENTS: OK TO —-----DA-TE -- )PD2:DPD6:07/17/86 1 I I DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD. CALIFORNIA 92008.1989 (619) 438-5525 DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS - CHAPTER 21.55 CARLSBAD MUNICIPAL CODE RETURN TO: .BUILDING DEPARTMENT City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 FROM: School District SMJ DIEGLJITO UNION HIGH SCHOOL DISTRICT Name of District .....--.. - WPlan Check No. 036 ffective Date Date Plan Check Fee Pd. Property Owner's Name Project Address 2 Se ? 4_I43 h9 Project Site Legal Description -OT 33 LII 7I4 ..SU714 LMJ/7 AJO! Project Site Assessor's Parcel No. 4J 2-Se, —36o-- t_ Project Description - Incl. no. of dwelling units I SF - 2 bd Department. Official Signature Title Date I SCHOOL DIStRICT CERTIFICATION I certify that the recriixemsits of Chapter 21.5 of the Carlsbad 4.ltidpa1 Code r sthooj facilities dicatwr of land and fees have been satisfied for the described p oject,,ø J - Authorized S1 District Offi.a./ . V Coordinator 9-8-86 Signature 7fi Title Date Note to Applicant: A review of one set • • Plans may be required by the school district. ... ENCINITAS UNION SCHOOL DISTRICT 189 Union Street Encinitas, CA 92024 Telephone: (619)753-1152 Dedication of Land or Fees for School Districts (Title 8, Division 2, County Code) TO: The City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 Effective_________________________ Date Paid Plan Check Fe . '** It *** It **:*** It It It It *** It It It It ** * PROPERTY OWNER'S NAME Hobson, Denis ADDRESS 7638 Calle M&de.r.a Carlsbad 92008 TELEPHONE 7S3-0980 PROJECT NAME (if applicable) none PROJECT LOCATION2562 La Costa Avenue, Carlsbad 92008 ASSESSOR'S PARCEL NO. 216 360 H : TOTAL NUMBER OF DWELLING UNITS_________ App ii ca t . . . Signature Title Date - *'-* • *It It It *'* * * It It It It * * * It It * It * It It * It It * It * It * * * School District Certification No. bedrooms/like rooms 2 I certify that the requirements of Title 8, Division 2 of the County Code for school facilities dedication of land, or fees have been satisfied for the above described project. TROM. SUPERINTENDENT of .. ''• 1;p1-mbr_R r_1986 • Date • -S . It It It It * * It It * * It It It It * * * * It It * IF It It It It It * It * It It It It It NOTE TO ) A review of one set of plans is • APPIIC1T) required by the school district. }Di• O. 01-021 Otrt but Ior9: - Mt.• Appllc.nl S • Yellow District Plek: Applicant Plan Check No. 12 LEUCADIA COUNTY WATER DISTRIC1 APPLICATION FOR SEWER SERVICE Owner's Name Eu&en Phone No. (213)876-1476 Mailing Address 1533 Nt Street _____ Hollywood, Ca 90046 Service Address: _________ La Costa Avenue Tract Description: _jpt 33, Sôuth__/ Assessor's Parcel No. - - /2. Type of Building - single family_ No. Units i Connection Fee $ 1500.00 I.ateral Size: 4" - 6" 8" - Saddle - Easement Connection __(pre-pd 200.00) Extra Footage: @ $________ Extra Depth: ____ @ $ 1300.00 Lateral Fee Amount Rec'd $1,3c7.00 Prora ted S Ck. Mo/Cash E132~L_ ce ewe - Servi ce e Date Total Rec'dBy $ 1500.00 ______ The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be 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 bi.iilding sewer. The applicant is responsible for the construction, atthe applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the stree (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 INSPECTED AND 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 THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID 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 conrnences on a different date. For succeeding fiscal years, the sewer service fee will be collected or the. tax roil 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. Owner s Sinnature Date Account to. ATTENTION PROPERTY OWNER: An "owner-builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your building peiit. No building permit will be issued until this verification is received. i. I personally plan to provide the. major labor and,materials for construction of the proposed property improvement (yes or no) I (31Ihave not) signed the application for a building permit. I have contracted with the following person (firm) to provide the proposed construct Name Phone Address Contractors License No. City 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. City 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 362-- 36z_- 7b2-3 Date: 14- 9 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 Signature DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92006-9 (619) 435.5525 C itp of (arLsbab Dear Property Owner: An application for a building permit has been submitted In your name listing yourself as the builder of the property Improvements specified. For your protection you should be aware that as "owner-builder' you are the responsible party of record on such L permit. Building permits are not required to be signed by the prooerty owners unless tney are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies foi the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City of Carlsbad. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and pro- tection. If you employ or otherwise engage any persons other•thafl your immediate family, and the work (including material and other costs) is $200 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the state and federal qovernmer as an employer and you are subject to several obligations Including state and federal income withholding, federal social security taxes, workers' compensation insurance, disability Insurance costs, and unemployment contributions. There maybe financial risks for you if you do not carry Out these obliqations and these rfks are especially serious with respect to workers' compensation insurance. For specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more soecific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own emoloyees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner-builder" building permit, erroneously implying that the property owner is providir his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Informa- tion about licensed contractors may be obtained by contacting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA 95814. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER-BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE VERIFICATION IS RETURNED. Very truly yours, Building Department City of Carlsbad