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Home My WebLink About2910 CORTE JARDIN; ; CB982821; PermitBUILDING PERMIT 10/15/98 14 03 Page 1 of 1 Job Address 2910 CORTE JARDIN Suite Permit Type RESIDENTAL ADD/ALT Parcel No 255-144-57-00 Lot# Valuation 63,602 Occupancy Group Reference* Description RAD 649 SF-FAMILY ROOM AND HAL BATH Permit No Project No Development No CB982821 A9803680 Appl/Ownr ***Fees MARLOW RAYMOND PO BOX 8217 RANCHO SANTA FE Required *** 760 Construction Type Status Applied Apr/Issue Entered By 434-0424 CA 92067 '•"***Fees 01 £r£SMT_ VN ISSUED 08/26/98 10/15/98 JM 02*** 5Z.Q_-OQ Fees 872 00 Adjustments , 00 Total Fees . 872. 00 Fee description : Total Credits Total Payments Balance Due. Units Fee/Unit 00 302 00 570 00 Ext fee Data Building Permit : :, Plan Check -••'• •, - : Strong Motion Fee. * BUILDING TOTAL ' • \','-. '-"_' - Enter "Y" for Plumbing Issue Fee > ...'•'. Each Plumbing Fixture or Trap .' > ;•. ; Each Building Sewer : ;.>'•' Each Install/Repair Water Line > Each Vacuum Breaker - > .'-..,... Enter "Y" for Electric Issue Fee > Enter "Y" for Remodel •-. . • > - - Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts/Heat Pumps ',••.>• •'. '; . .. '••!'•'/ ' 1 ;:i is 1 7 , 1 7. 1 . 9 00 00 00 00 00 464 302 6 772 20 7 15 7 7 10 10 15 9 00 00 00 00 00 00 00 00 00 00 00 00 00 Y Y Y Y FINAL APPROVA' INSP.DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr, Carlsbad CA 92009 (760)438-1161 PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Deposit Validated By ^ Date Address (include Bldg/Suite #)Business Name (at this address) / Description of Work SO. FT #of Stories # of Bedrooms # of Bathrooms bl\lj(7piff8rent"frbm applicant) Name x^ J3 APPLICAKm " Address City [~1 Agent for Contractor ;;: O Owner T CpAgent 'or Owner~ State/Zip Telephone #Fax Address City State/Zip Telephone "plOPERfYjDWNER Name " ' Address ' City State/Zip Telephone # (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law (Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom and the basis for the alleged exemptipn .Any violation of Section 703^5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Pf) Gty £u7 PrP C.*\i M7 7{&- Nadxf State License # 6 - Address «-. /ft *f "•? 4] License Class ^7_Z City State/Zip City Business License # ^M*- , Telephone # Designer Name / / State License # ^/f^> Address City State/Zip Telephone 6 l.WOMER/ CoWpEWSATION Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollaj»-t$TJSO 000) in addrtion tjo/the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE ^^L^TTT^/ /Vf/%^ (^- DATE &•-*-?*& 7 .„ OWNER MLDJ^DECLA^A'TON JpF jip ^T jiT IF -5? - "b^L "yri! I hereby affirm that I am exempt from the Contractor s License Law for the following reason [U I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) l~l I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) l~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement d YES [UNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE COMPLET E'THJS SECTION DATE BUILDING PERMITS Ol\ILY ^i .. ^ : *p' "i::h:::;. ' ........... r ...-' A., Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? £] YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? fj YES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? d YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT ;s -IliwsjiuiTO^ •••;r'-:S,3ii:i:.C;^L,,i,,.jf;k;i J,l . .. rV':1!!!™:"^. >_•• n iiT" , .. ."".. • I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME LENDER S ADDRESS '•'SET "APPLICANT; CERTIFICATION:!^;;.. ; -™ j I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance BUILDING PERMIT Permit No: CB982821 10/14/98 15:26 Project No: A9803680 Page 1 of 1 Development No: Job Address: 2910 CORTE JARDIN Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 255-144-57-00 Lot#: Valuation: 63,602 Construction Type. VN Occupancy Group: Referenced Status. APPROVED Description: RAD 649 SF-FAMILY ROOM AND HAL Applied: 08/26/98 : BATH Apr/Issue. 10/14/98 Entered By: JM Appl/Ownr : MARLOW RAYMOND 760 434-0424 PO BOX 8217 RANCHO SANTA FE CA 92067 *** Fees Required *** *** Fees Collected & Credits *** Fees: 872.00 Adjustments: .00 Total Fees: 872.00 Fee description Total Credits: Total Payments. Balance Due: Units Fee/Unit .00 302.00 570.00 Ext fee Data Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > Each Plumbing Fixture or Trap > Each Building Sewer > Each Install/Repair Water Line > Each Vacuum Breaker > Enter "Y" for Electric Issue Fee > Enter "Y" for Remodel > Enter 'Y1 for Mechanical Issue Fee> Install Furn/Ducts/Heat Pumps > 1 1 1 1 1 7 15 7 7 9 .00 .00 .00 .00 .00 464. 302. 6. 772. 20. 7. 15. 7. 7 10 10 15 9 00 00 00 00 00 00 00 00 00 00 00 00 00 Y Y Y Y City of Carlsbad Inspection Request For 2/25/99 Permit# CB982821 Title RAD 649 SF-FAMILY ROOM AND HAL Description BATH Inspector Assignment DH 2910 CORTEJARDIN Lot Type RAD Sub Type Job Address Suite Location APPLICANT MARLOW RAYMOND Owner NORTON JON O&DIANA B Remarks Phone 6197561610 Inspector Total Time Requested By RAYMOND Entered By CHRISTINE CD Description 19 Final Structural Act „ Comments A? 29 Final Plumbing \ 39 Final Electrical j 49 Final Mechanical J/ V Inspection History Date 12/30/98 11/19/98 11/13/98 11/9/98 11/9/98 10/29/98 10/19/98 10/16/98 Description 18 Exterior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 13 Shear Panels/HDs 84 Rough Combo 1 5 Roof/Reroof 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers Act AP AP AP CO CO CO AP NR Insp DH DH DH DH DH DH DH DH Comments C/DRYWALL ONLY SEE NOTE ON CARD PROV PLANS/PERMITS City of Carlsbad Inspection Request For 2/23/99 Permit# CB982821 Title RAD 649 SF-FAMILY ROOM AND HAL Description BATH Inspector Assignment DH 2910 CORTEJARDIN Lot Type RAD Sub Type Job Address Suite Location APPLICANT MARLOW RAYMOND Owner NORTON JON O&DIANA B Remarks Total Time Phone 6197561610 Inspector Requested By RAYMOI* Entered By CHRISTIE CD Description 19 Final Structural Act Comment:ents . Inspection History / Date 12/30/98 11/19/98 11/13/98 11/9/98 11/9/98 10/29/98 10/19/98 10/16/98 Description 18 Exterior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 13 Shear Panels/HDs 84 Rough Combo 1 5 Roof/Reroof 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers Act AP AP AP CO CO CO AP NR Insp DH DH DH DH DH DH DH DH Comments / / C/DRYWALL ONLY / / SEE NOTE ON CARD / / PROV PLANS/PERMITS / I EsGil Corporation In Partnership with government for 'BmCding Safety DATE 10/13/98 Q APPblgANT JURISDICTION Carlsbad a FILE PLAN CHECK NO 98-2821 SET III PROJECT ADDRESS 2910 Corte Jardm PROJECT NAME Room addition for Norton Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 10/06/98 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (619) 560-1468 •* Fax (619) 560-1576 EsGil Corporation In TartnersHip with government for Quitting Safety DATE 10/01/98 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 98-2821 SET II PROJECT ADDRESS 2910 Corte Jardm PROJECT NAME Norton Room Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I | The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck IXi The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck IXI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person IXI The applicant's copy of the check list has been sent to Raymond Marcon P O Box 8217 Rancho Santa Fe, Ca 92067 IX! Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 09/22/98 trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (619)560-1468 •* Fax (619) 560-1576 Carlsbad 98-2821 10/01/98 II RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2910 Corte Jardin DATE PLAN RECEIVED BY ESGIL CORPORATION 09/22/98 REVIEWED BY Ray Fuller PLAN CHECK NO 98-2821 SET II DATE RECHECK COMPLETED 10/01/98 FOREWORD (PLEASE READ) This plan review is limited to the 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit two new sets of prints to ESGIL CORPORATION B To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo Carlsbad 98-2821 II 10/01/98 • The items listed below are from the previous list These remaining items have not been adequately addressed The remarks in bold are to emphasize the remaining problem • Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete • 21 ) Show wall bracing Every exterior wood stud wall and mam cross-stud partition shall be braced at each end within 8'-0" and at least every 25 feet of length Section 2326 11 3 and Table 23-l-W Please show the braced wall length or alternate braced wall length and requirements from UBC Section 2326 11 4 on the plans or provide design and calculations from a licensed Engineer or Architect for the lateral analysis of the structure proposed and have the Engineer or Architect stamp seal with expiration date and sign the calculations and the structural sheets of the plans On page 2 starting at bottom at optional door and working clockwise the following corrections would have to be done to comply with current conventional standards per Section 2326 113 Note let in braces are no longer allowed as a lateral braced system m Seismic Zones 3 and 4 • a ) At optional door provide a plywood shear panel at each side of door and note it must extend to upper roof sheathing Provide holdowns at each endto4x4^s (4 total) • b) Long wall on left show as stucco shear (No holdowns are required) • c) The 2x6 transverse wall shown needs footing shown underneath on page 4 This also is a shear wall extending to roof sheathing and no holdowns required • d) Along front wall show (2) shear walls at least 27" wide The one location is fine add - another at far corner next to window 5 All Hold downs and shear per your noted schedule of Vi ply 10d 4 & 12 HDSA's to 4 x4's with SSTB 2(Ts Note minimum 5/8 anchor bolts at 24" o/c , minimum 2 per shear panel A-35's at 12" o/c above these shear walls Carlsbad 98-2821 II 10/01/98 • 28 ) Provide plans, calculations and worksheets to show compliance with current energy standards You are proposing 52% glazing for room addition The maximum is 20% plus any removed glazing Your only possible option is a computer program probably doing the entire house • 30 ) All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR Please show the required insulation values for wall and ceilings on the plans How do you propose to obtain R-30 in 2 x 8 rafter/ceiling joist space7 • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation Thank you EsGil Corporation In ^Partnership With government for 'Buitding Safety DATE 9/10/98 a APPLICANT""" JURISDICTION Carlsbad a PLAN REVIEWER D FILE PLAN CHECK NO 98-2821 SET I PROJECT ADDRESS 2910 Corte Jardin PROJECT NAME Norton Room Addition I 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 with the jurisdiction's building codes when minor deficiencies identified below 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 I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person I The applicant's copy of the check list has been sent to Raymond Marcon PO Box 8217 Rancho Santa Fe, Ca 92067 H Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has been completed I | Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted ll/ofa (by/^G) Fax # Mail y Telephone Fax In Person REMARKS By Mike Puckett Enclosures Esgil Corporation D GA D CM D EJ D PC 8/27/98 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (619)560-1468 + Fax (619) 560-1576 Carlsbad 98-2821 9/10/98 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 98-2821 JURISDICTION Carlsbad PROJECT ADDRESS 2910 Corte Jardm FLOOR AREA 649sfRmAdd REMARKS DATE PLANS RECEIVED BY JURISDICTION 8/26/98 DATE INITIAL PLAN REVIEW COMPLETED 9/10/98 STORIES 1 HEIGHT DATE PLANS RECEIVED BY ESGIL CORPORATION 8/27/98 PLAN REVIEWER Mike Puckett FOREWORD (PLEASE READ) This plan review is limited to the 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 disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with Title 24 and the following model codes 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list for a copy) where each correction item has been addressed, i e . plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans LIST NO 1 GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forwdot Carlsbad 98-2821 9/10/98 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560- 1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) 3 Please show on the floor plan the adjacent room to the proposed addition Please dimension the room and show the size of the openable windows so as to verify the area of required light and ventilation has not been reduced by the proposed addition 4 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided, except that smoke detectors added at existing construction need only be battery powered Section 310 9 1 2 Please show or note on the plans that smoke detectors will be installed m all existing bedrooms and the hallways leading to the bedrooms 5 Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet Section 2904 6 Please show glazing in the following locations to be of safety glazing material (Tempered Glass) in accordance with Section 2406 4 (see exceptions) 7 Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors 8 Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface Carlsbad 98-2821 9/10/98 9 Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions • Exposed area of an individual pane is greater than 9 square feet, and • Exposed bottom edge is less than 18 inches above the floor, and • Exposed top edge is greater than 36 inches above the floor, and • One or more walking surfaces are within 36 inches horizontally of the plane of the glazing 10 Specify on the plans the following information for the roof materials, per Section 10633 • Manufacturer's name • Product name/number • ICBO approval number, or equal 11 Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106 3 3 • Manufacturer's name • Model name/number • ICBO approval number, or equal • Dimension the size of the skylight on the plans 12 Note on plans that wood shall be 6" minimum above finish grade Section 1806 1 13 Note on plans that surface water will dram away from building and show drainage pattern and key elevations Section 1804 7 14 Please show concrete/permanent landings at the outside of the new exterior doors The landing must be as wide as the door and a minimum of 36" in the direction of travel 15 Please dimension the location of the isolated pier footing to support the glu lam on the foundation plan 16 Please revise the plans to show the isolated pier footing to be a minimum of 5 sqft or 24x30x12 in size for the beam load and the tributary hip/rafter loads 17 Please attach to the plans the accompanying Minimum Construction Specifications that include UBC nailing schedules etc 18 Note on the plans that an A I T C Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation Section 2305 19 Please show on the plans the exterior wall covering material 20 Please show on the plans the size of all headers Carlsbad 98-2821 9/10/98 21 Show wall bracing Every exterior wood stud wall and main cross-stud partition shall be braced at each end within 8'-0" and at least every 25 feet of length Section 2326 11 3 and Table 23-l-W Please show the braced wall length or alternate braced wall length and requirements from UBC Section 2326 11 4 on the plans or provide design and calculations from a licensed Engineer or Architect for the lateral analysis of the structure proposed and have the Engineer or Architect stamp seal with expiration date and sign the calculations and the structural sheets of the plans 22 Please show straps on the top of the framing members at the ridge and hip connection 23 Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed UMC Section 315 1 24 Show minimum 30" deep unobstructed working space in front of furnace controls Section 305 2, UMC 25 Please show the input Btu/hr rating of the FAU and the size and the location of the required combustion air openings for the proposed FAU 26 Show on the plan that ground-fault circuit-interrupter protection complies with 1993 NEC Art 210-8, which reads as follows • All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, outdoors and within 6 feet of a kitchen sink 27 Provide a note on the plans for the exterior shower In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves UPC Section 4107 28 Provide plans, calculations and worksheets to show compliance with current energy standards 29 The regulations require a properly completed and properly signed Form CF-IR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design 30 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR Please show the required insulation values for wall and ceilings on the plans 31 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist" Carlsbad 98-2821 9/10/98 32 Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms 33 Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value " To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Mike Puckett at Esgil Corporation Thank you Carlsbad 98-2821 9/10/98 /9£ 32 Provide fluorescent general lighting (40 lumens per watt minimum) in kttchen(s) and bathrooms A- (Q 33 Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value " To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123. telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Mike Puckett at Esgii Corporation Thank you MINIMUM CONSTRUCTION SPECIFICATIONS These are minimum specifications established by the Uniform Building Code These specifications apply in the absence of more restrictive specifications in the approved plans Code sections listed refer to the 1994 edition of the UBC ^ I FOUNDATION AND UNDERFLOOR 1 Concrete Strength Concrete for footings must have a minimum compressive strength of 2500 psi at 28 days and composed of 1 part cement, 2 1/2 parts sand, 3 1/2 parts of 3/4" maximum size rock with not more than 7 gallons of water per sack of cement 2 Wood and Earth Separation Foundations supporting wood must extend at least 6" above the adjacent finish grade [UBC Section 1806 1] Provide 18" clearance under wood joists and 12" clearance under wood girders which are not pressure treated [UBC Section 2317 3] 3 Concrete Slabs Slabs on grade must be at least 3 1/2" thick [UBC Section 1924] 4 Treated Wood All foundation plates or sills and sleepers on concrete or masonry which is in direct contact with earth must be pressure-treated wood or foundation grade redwood Wood joists closer than 18", or wood girders or supports closer than 12" to the ground, must be pressure treated [UBC Section 2317 4] 5 Anchor Bolts and Footing Sills All sills must have full bearing on the footing wall or slab and must be bolted to the foundation with 1/2" nominal diameter steel bolts embedded at least 7" into the concrete or reinforced masonry or 15" into unreinforced grouted masonry Bolts must be spaced not to exceed 6" on center There must be 2 bolts per piece with bolts not over 12" from cut end of sills [UBC Section 18066] 6 Underfloor Vents Underfloor areas must be ventilated by openings in foundation walls Wall openings must have a net area of not less than 1 sq ft for each 150 sq ft of underfloor area Openings must be arranged to provide cross ventilation and must be covered with corrosion- resistant wire mesh with openings of 1/4-inch in dimension [UBC Section 2317 7] 7 Underfloor Access Underfloor areas must be provided with an unobstructed crawl hole not less than 18" x 24" Openings must be effectively screened or covered [UBC Section 2317 3] II WOOD FRAMING 1 Lumber All joist, rafters, beams, and posts 2" to 4" thick must be No 2 Grade Douglas Fir-Larch or better All posts and beams 5" and thicker must be No 1 Grade Douglas Fir- Larch or better (See item 13 in this section for lumber grading requirements for studs ) 2 Wall bracing Every exterior wood stud wall and main cross partitions must be braced at each end and at least at every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent [UBC Section 2326 11 3,2326 11 4, Table 23- I-W] 3 Lateral Support Floor joists and rafters more than 10" in depth and spanning more than 8 feet must be supported laterally by bridging or solid blocking at intervals not exceeding 8 feet [UBC Section 2306 7] 4 Blocking Provide blocking at ends and at supports of floor joists, and for rafters at exterior walls "[UBC Section 2326 8 6] 5 Roof Blocking Provide 2" full depth solid blocking at ridge line and at exterior walls on trussed roofs [UBC Section 2326 128] 6 Double Joists Floor joists must be double under bearing partitions running parallel with the joists [UBC Section 2326 8 5] 7 Rafter Purlin Braces Purlin braces shall be not less than 45 degrees to the horizontal [UBC Section 2326 12 7] 8 Rafter Ties Rafter ties must be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel [UBC Section 2326 12 6] 9 Clearance Provide 1/2" minimum clearances between top plate of interior non-beanng partitions and bottom chord o! trusses 10 Top Plate Provide double top plate with minimum 48" laj splice [UBC Section 2326 11 2] 11 Nailing -Nailing-shall be in compliance with UBC Tab! 23-I-Q A copy of this table is reproduced on page 4 12 Fire Blocks Fire blocks must be provided for walls r ceilings, floor levels and concealed spaces at 10' oc horizontally [UBC Section 708 2 1] 13 Studs In one and two story buildings, studs for extenc walls and interior bearing walls must be not less than 2"x<! at 16" o c Studs for interior non-bearing partitions may t 2"x3" at 16" o c Studs 2" to 4" thick, 2" to 4" wide and n more than 8 feet long must be "stud grade" Douglas i Larch or better when supporting not more than one flo and a roof Studs for beaaring walls must not exceed 8 fe m height [UBC Section 2326 11 1, Table 23-I-R-3] 14 Laminated Wood An AITC Certificate of Conforman for glued laminated wood members must be given to t it/96 1 of CM Building Inspector prior to their installation [UBC Section 2305] III GENERAL MATERIAL SPECIFICATIONS 1 Mortar Mix Mortar to be used for construction of masonry walls, foundation walls and retaining walls must be 1800 psi minimum and may consist of 1 part Portland cement, 3 1/2 parts sand, and 1/4 part hydrated lime or lime putty Plastic cement may be used with 1 part plastic cement to 2 1/4 to 3 parts sand [UBC Table 21-A, UBC Standard 21-15] 2 Grout Mix The mix for the grout may be 1 part Portland cement, 3 parts sand, 1/10 part hydrated lime or lime putty, 1 to 2 parts pea gravel (3/8" maximum) Water added to pouring consistency without segregation of grout constituents [UBC Table 21-B] The use of plastic cement is not allowed for grout [UBC Section 2103 5] 3 Masonry The masonry units must comply with ASTM Spec C90-75, Grade N for hollow unit concrete blocks [UBC Standard 21-4] 4 Structural Steel Steel used as structural shapes such as wide flange sections, channels, plates and angles must comply with ASTM Spec A-36 Pipe columns must comply with ASTM Spec A-53 [UBC Standard 22-1] IV ROOFING AND WEATHERPROOFING 1 Wood Siding AH wood siding must be placed over an approved, weather-resistive barrier [UBC Section 1402 1] 2 Flashing Around Openings Every opening in any exterior wall must be flashed with sheet metal or waterproof building paper [UBC Section 1402 2 Building Newsletter 17-2] 3 Roof Covering Mineral-surfaced, built-up roofing must not be installed on roof having a pitch greater than 3 inches to 12 inches The following are minimum pitches composition shingles minimum 2 inches to 12 inches, wood shingles minimum 3 inches to 12 inches, wood shakes minimum 4 inches to 12 inches, roofing tile minimum 2Vi inches to 12 inches, clay or concrete roofing VI TABLES tile minimum 4 inches to 12 inches Wood shingles and wood shakes must be pressure-impregnated with chemicals to obtain a Class C rating [UBC Section 1504 and Tables 15-B-l, 15-B-2, and 15-D-l] 4 Weep Screed A weep screed must be provided at the foundation plate line for all weather-exposed exterior stud walls finished on the exterior with stucco [UBC Section 2506 5] 5 Basement Walls Basement foundation walls below grade must be damp-proofed on the outside [UBC Sectior 1402 4] V GENERAL 1 Attic Access Attic areas over 30" high must be accessible by an opening not less than 22" x 30" With a furnace in the attic, the opening must not be less than 30" x 30" [UBC Section 1505 1, UMC Section 319 3] 2 Shower Enclosures Shower walls must be finished to z height of 70" above the drain inlet with a smooth, hard, non absorbent surface [UBC Section 807 1 3] 3 Electric Meter Enclosure Contact San Diego Gas & Electric Company, Customer Extension Planning Department, for meter location All wiring must comph with the 1993 National Electrical Code 4 Smoke Detectors In new construction, smoke detector must receive their primary power from the building wiring when such wiring is served from a commercial source Smoke detectors may be battery-operated when installed L existing buildings, buildings without commercial power, o building which undergo alterations, repairs or addition regulated by UBC Section 3109 In dwelling units, detector shall be installed in each sleeping room ant centrally located in the corridor or area giving access I each separate sleeping area, in each story and in th basement Where the ceiling height of a room open to th hallway serving the bedrooms exceeds that of the hallwa by 24" or more, smoke detectors shall be installed in th hallway and the adjacent room Detectors shall sound a alarm audible in all sleeping rooms [UBC Section 310 S TABLE I8-I D FOUNDATIONS FOR STUD BEARING \YALLS, MIMMUM REQUIREMENTS1-" Number of Floors Supported by the Foundation* I 2 3 Thickness of Foundation Wall (inches) Concrete 6 8 10 Unit Masonry 6 8 10 Width of Footing (inches) 12 15 18 Thickness of Footing (inches) 6 7 8 Depth Below Undisturbed Ground Surface (inches) 12 IS 24 'Vvhere unusual conditions or frost conditions are found, lootings and foundations shall be as required in Section 1806 I 2The ground under the floor may be excavated to the elevation of the top of the footing 'Interior stud bearing walls may be supported by isolated footings The footing width and length shall be twice the width shown in this table and the footings shall spaced not more than 6 feet on center 'Foundations may support a roof in addition to the stipulated number of floors Foundations supporting roofs only shall be as required for supporting one floor CM 2 of TABLE 23-I-Q NAILING SCHEDULE CONNECTION I Joist to sill or girder toenail 2 Bridging to joist, toenail each end 3 1 "x6" subfloor or less to each joist, face nail 4 Wider than I"x6" subfloor to each joist, face nail 5 2" subfloor to joist or girder, blind and face nail 6 Sole plate to joist or blocking typical face nail Sole plate to joist or blocking at braced wall panels 7 Top plate to stud, end nail 8 Stud to sole plate 9 Double studs face nail 10 Doubled top plates, typical face nail Doubled top plates lap splice " 1 1 Blocking between joists or rafters to top plate toenail 12 Rim joist to top plate toenail 13 Top plates laps and intersections face nail 14 Continuous header two pieces 15 Ceiling joists to plate toenail 16 Continuous header to stud toenait 17 Ceiling joists laps over partitions face nail 18 Ceiling joists to parallel rafters face nail 19 Rafter to plate toenail 20 I "brace to each stud and plate face nail 21 I"x8" sheathing or less to each bearing face nail 22 Wider than Px8" sheathing to each bearing face nail 23 Built-up corner studs 24 Built-up girder and beams 25 2" planks 26 Wood structural panels and particleboard ] Subfloor, roof and wall sheathing (to framing) '/a" or less 9/32"-1/." %"-l" IV4M1/." Combination subfloor underlayment (to framing) '/." and less %"-!• 1VV-11/." 27 Panel siding (to framing) W or less «/4" 28 Fiberboard sheathing ' Vi" 25/32" 29 Interior paneling '/," %" NAILING1 3 8d 2 8d 28d 3 8d 2 I6d 16dat 16" oc 3-I6dper 16" 2 16d 4 8d toenail or 2 16d, end nail 16dat24"oc 16datl6"oc 8-16d " ' - 3-8d 8d at 6" o c 2 16d I6d at 16" o c along each edge 38d 4-8d 3 16d 3-16d 3 8d 2 8d 28d 38d 16dat24"oc 20d at 32" o c at top and bottom and staggered 2-20d at ends and at each splice 2-1 6d at each bearing 6d> 8d4 or 6d5 8d5 10d'or8ds 6d* 8dJ lOd'orSd5 6d4 8d* No llga-1 6d4 No 16ga.' No 1 1 ga.' I 8d' No 16 ga.* 4d10 6d" 4/96 CM 3 of 4 1AULE 23 I Q NAILING SCHEDULE (CONTINUED) "Common or box nails may be used except where otherwise staled 'Nails spaced at 6 inches on center at edges 12 inches at intermediate supports except 6 inches at all supports where spans are 48 inches or more For nailing of wood structural panel and particleboard diaphragms and shear walls refer to Section 2314 3 Nails for wall sheathing may be common box or casing 'Common or deformed shank 'Common 'Deformed shank "Corrosion resistant siding or casing nails conforming to the requirements of Section 2325 I 'Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports •Corrosion-resistant roofing nails with 7/16-mch-diamcter head and 1 '/i-inch length for '/i-mch sheathing and IV. inch length for 25/32 inch sheathing conforming to the requirements of Section 2325 1 'Corrosion resistant staples with nominal 7/16 inch crown and lV4-tnch length for'/: inch sheathing and I'/i-inch length for 25/32 inch sheathing conforming to the requirements of Section 2325 I '"Panel supports at 16 inches [20 inches if strength axis in the long direction of the panel unless otherwise marked] Casing or finish nails spaced 6 inches on panel edges 12 inches at intermediate supports "Panel supports at 24 inches Casing or finish nails spaced 6 inches on panel edges 12 inches at intermediate supports TABLE 23-I-S-l - ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADE CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS1-1 Sheathing Grades Panel Span Rating Roof/Floor Span 12/0 16/0 20/0 24/0 24/16 32/16 40/20 48/24 54/32 60/48 Pane! Thickness (inches) 5/16 5/16% 5/16% %,7/I6'/J 7/16 '/, 15/32 '/>,% 19/32 %,'/«% 23/32 >/« % %1 % 1 1V4 Single-Floor Grades Panel Span Rating (inches) 16 oc 20 oc 24 oc 32 oc 48 oc Panel Thickness (inches) '/i, 1 9/32% 19/32%% 23/32 % %,! 13/32 1% RooP Maximum Span (inches) With Edge Support 12 16 20 24 24 32 40 48 54 60 Without Edge Support 12 16 20 20' 24 28 32 36 40 48 Load5 (pounds per sq ft ) Total Load 40 40 40 40 50 40 40 45 45 45 Live Load 30 30 30 30 40 30 30 35 35 35 RooP Maximum Span (inches) With Edge Support* 24 32 48 48 60 Without Edge Support 24 43 36 40 48 Load1 (pounds per sq ft) Total Load 50 40 35 50 50 Live Load 40 30 2i 40 50 Floor4 Maximum Span (inches) 0 0 0 0 16 16l 20" 24 32 48 Floor4 Maximum Span (inches) 16' 20" 24 32 48 'Applies to panels 24 inches or wider Floor and roof sheathing conforming with th s table shall be deemed to meet the design criteria of Section 2321 'Uniform load deflection limitations 1/180 of span under live load plus dead load 1/240 under live load only 'Panel edges shall have approved tongue and groove joints or shall be supported with blocking unless'/«inch minimum thickness undcrlayment or l'/j inches of approv cellular or lightweight concrete is placed over the subfloor or finish floor is'/«inch wood strip Allowable uniform load based on deflection of 1/360 of span is 100 poun per square foot (psf) except the span rating of 48 inches on center is based on a total load of 65 psf 'Allowable load at maximum span Tongue and groove edges, panel edge clips [one midway between each support, except two equally spaced between supports 4S inches on center] lumber blocking other Only lumber blocking shall satisfy blocked diaphragms requirements 'For '/> inch panel maximum span shall be 24 inches 'May be 24 inches on center where '/4-inch wood strip flooring is installed at right angles to joist *May be 24 inches on center for floors where 1 '/i inches of cellular or lightweight concrete is applied over panels 4/96CM t of it Certificate of Compliance: Residential (Page 1 of 2) CF-1R Project Tllle Project Address Documentation Author Telephone Compliance Method (Package Point System or Computer) Climate Zone Date Building Permit * Plan Check / Date Field Check / Date Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area ft2 Building Type Single Family Addition (check one or more) Multi-Family Existmg-Plus-Addrtion Front Orientation North / East / South / West / All Orientations (Input orientation in degrees and cirde one ) Number of Dwelling Units Floor Construction Type Slab / Raised Floor (circle one or both) BUILDING SHELL INSULATION Component Insulation Type R-Value Construction Assembly U-Value Location/Comments (attic, to garage, typical, etc ) Wall Wall Roof Roof Floor Floor Slab Edge FENESTRATION Shading Devices Fenestration Area Fenestration Interior Exterior Overhang Framing Type Orientation (sf) _ U-Value _ (roller blind, etc ) (shadescreen, etc ) (yes/no) (metal/wood/vinyl) Front ( ) _ _ _ _ _ _ Front ( ) _ _ ~~~~~ _Left ( ) • " Rear ( ) Rear ( ) Right ( ) R'Qht ( ) Skylight Skylight THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile etc) (sf) (inches) Location/Description (kitchen bath etc) R»vls«d January 1992 Certificate of Compliance: Residential (Page 2 of 2)CF-1R Project Title Date HVAC SYSTEMS Note Input hydronic or combined hydronic data under Water Heating Systems except Design Heating Load Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat pump, etc ) (AFUE/HSPF) (ducts/attic etc ) R-Value Type Cooling Equipment Type (air conditioner, heat pump evap cooling) Minimum Efficiency (SEER) Duct Location (attic, etc ) Duct R-Value Thermostat Type Configuration (split or package) WATER HEATING SYSTEMS Water Heater Distribution Type Type Rated1 Number Input (kW in System or Btu/hr) Tank Capacity (gallons) Energy1 Factor or Recovery Efficiency External Tank Standby Insulation Loss (%) R-Value 1 For small gas storage (rated input £ 75 000 Btu/hr) electric resistance and heat pump water heaters list Energy Factor For large gas storage water heaters (rated input > 75 000 Btu/hr) list Rated Input, Recovery Efficiency and Standby Loss For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them This certificate has been signed by the individual with overall design responsibility When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section Designer Or Owner (per Business & Professions Code) Name Title/Firm Address Telephone Lie # Documentation Author Name Title/Firm Address Telephone (signature) Enforcement Agency Name Title Agency Telephone (date)(signature)(date) (signature/stamp) R«vis*d January 1992 (date) Mandatory Measures Checklist. Residential MF-1R NOTE Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used Items marked with an asterisk (") may be superseded by more stringent compliance requirements listed on the Certificate of Compliance When this checklist is incorporated into the permit documents the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures * §150(a) Minimum R 19 ceiling insulation §150(b) Loose fill insulation manufacturer s labeled R Value * §150(c) Minimum R 13 wall insulation in framed walls (does not apply to extenor mass walls) * §150(d) Minimum R 13 raised floor insulation in framed floors, minimum R 8 in concrete raised floors §150(1) Slab edge insulation water absorption rate no greater than 0 3%. water vapor transmission rate no greater than 2 0 perm/inch § 118 Insulation specified or installed meets California Energy Commission quality standards Indicate type and form §116-17 Fenestraticn Products, Exterior Doors and Infiltration/Exfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage b Manufactured fenestratoon products have label with certified U value, and infiltration certification c Exterior doors and windows weatherstripped, all pints and penetrations caulked and sealed § 1 S0(g) Vapor ba/ners mandatory in Climate Zones 14 and 16 only §150(0 Special infiltration barrier installed to comply with §151 meets Commission quality standards §150(e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1 Masonry and factory built fireplaces have a. Closeable metal or glass door b Outside air intake with damper and control c Rue damper and control 2 No continuous burning gas pilots allowed Space Conditioning, Water Heating and Plumbing System Measures §110-13 HVAC equipment, water heaters showerheads and faucets certified by the Commission §150(i) Setback thermostat on all applicable heabng systems § 150(j) Pipe and Tank Insulation 1 Indirect hot water tanks (e g, unfired storage tanks or backup solar hot water tanks) have insulation blanket (R 12 or greater) or combined intenor/extenor insulation (R 16 or greater) 2 First 5 feet of pipes closest to water heater tank, non rearculabng systems, insulated (R 4 or greater) 3 All buried or exposed piping insulated in rearculafing sections of hot water system 4 Cooling system piping below 55°F insulated 5 Piping insulated between heating source and indirect hot water tank "•§150(m) Ducts and Fans 1 Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004, ducts insulated to a minimum installed value of R 4 2 or ducts enclosed entirely within conditioned space 2 Exhaust fan systems have backdraft or automatic dampers 3 Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers §114 Pool and Spa Heating Systems and Equipment 1 System is certified with 78% thermal efficiency, on off switch, weatherproof operating instructions, no electric resistance heabng and no pilot light 2 System is installed with a At least 36* pipe between filter and heater for future solar heating b Cover for outdoor pools or outdoor spa 3 Pool system has directional inlets and a circulation pump time switch §115 Gas fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light (Exception Non electrical cooking appliance with pilot < 150 Btu/hr) Lighting Measures §150(k) 40 lumens/watt or greater for general lighting in kitchens and rooms with water dosets, and recessed ceiling fixtures 1C (insulation cover) approved Revised January 1992 City of Carlsbad Engineering Department DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB ^9 \0 //>rf^ W ~ \4A - ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal therefore any changes to these items after this date including field modifications must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to build A Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review B^/k^^/.f^te *fi (/< By Date By \ FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name Danna Trigs City of Carlsbad Address 2075 Las Palmas Dr Carlsbad CA 92009 Phone (619)438-1161 ext 4374 _ CFD INFORMATION Parcel Map No _ Lots Recordation Carlsbad Tract A-4 UOCSOjKLiiIVBuilding tJancheck Uklsl HKUUU1 HormLII doc * 2075 Las Palmas Dr • Carlsbad, CA 920O9-1576 • (76O) 438-1161 • FAX (760) BUILDING PLANCHECK CHECKLIST 1 Provide a fully dimensioned site plan drawn to scale Show ^.... .rrow \3r Property Lines istmg & Proposed Structures -vE-^Easements istmg Street Improvements 'F^^Rjght^of-Way Width & Adjacent Streets ^-^Dnveway widths 'ow on site plan Drainage Patterns {^^* Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography 3 Include on title sheet 4/teaddress 's Parcel Number Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No Q 4b All conditions are in compliance Date H \WORD\DOCS\CHKLST\Buildmg Plancheck Cklsl BP0001 Forni DT doc BUILDING PLANCHECK CHECKLIST -i st/ 2nd^ 3rdv^ Q Q Q 9 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page Q Q Q 10 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 153, for assistance Industrial Waste permit accepted by Date 11 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first Q Q Q 12 Q Required fees are attached Q No fees required Q Q Q 13 Additional Comments H \WORD\DOCSVCHKLS~nBuildmri Planctieck Cklsl BP0001 Form DT doc CT to! PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN Address Phone (619) 438-1161, extension Type of Project & Use Zoning CFD Circle One General Plan .Date of participation Net Project Density Facilities Management Zone DU/AC Remaining net dev acres (For non-residential development Type of land used created by this permit ) Leoend X Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES NO X' TYPE ' Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES _ NO _ DATE TYPE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES NO CA Coastal Commission Authonty7 YES NO If California Coastal Commission Authority Contact them at - 3111 Cammo Del Rio North, Suite 200 San Diego CA 92108-1725, (619) 521-8036 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed7 YES NO If NO complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow-Up Actions 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed D Inclusionary Housing Fee required YES (Effective date of Inctusionary Housing Ordinance May 21 1993) *L_ Data Entry Completed7 YES NO (Enter CB if UACT NEXT12 Construct housing Y/N Enter Fee Amount (See tee schedule tor amount! Return Site Plan | | 1 Provide a fully dimensional site plan drawn to scale Show North arrow property lines, easements, existing and proposed structures, streets existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines [~~] | | 2 Provide legal description of property and assessor's parcel number Zoning /j_J M | | 1 Setbacks Front Required «£0 Shown «2 a S(?c, j^4d -^Interior Side F y>j(oi>S ' Street Side F lequired S' Shown 5 ' lequired | Shown Rear Required £-6 '_ Shown >&" <£/0 f / { £_ 2 Accessory structure set / backs t//x, / Front Required Shown Interior Side Required Shown Street Side Required Shown Rear Required Shown Structure separation Required Shown f J\ytf 3 Lot Coverage Required 4rO°/a ^^VT- Shown *s£B/t K, / A/-3 fto^n^ 4 /rf- *ze-- ^ ^^J j\ 4 Height Required "£0 W0s{ Shown 13 J( 1 1 5 Parking Spaces Required ^ C-&? Zffc Shown ^ C^- R&A.xk'/ /) • - — cr~ ~ 0 Guest Spaces Required Shown ;^~^1 X/ 1 \ ^[^ 1 1 Additional Comments ^.c^Ciiics tfrz h. \L- i A. u ' JL A ' -4t •/^ ^-TAfctdt-hd/i w ^/ ( / <y5i'f - j/ j_ A/ / • ^ -«- -. i&, Of rtd<tl£<d/l 4 ^'^cLtTto/i^ C^)o&">^ oi~ p&Ysn'-ffcc£ - r&^$<~ C,fertrT<i* ' fffr^'lfl l£fV>^-i' 6pf) , 1 f : , V iF &#•! 5/~ ^>f- f~DK- LAl l^/ /tltjj ^,Jj'J fyjtt I ' J- /yt/ro i^u^i-i U&ir jp*£i'j>n, $£-&~_ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 1% si/ ~t DATE /s Mnv 16 199S 8 SBflM j I I i 1 ', ''1-ss i0 *i W > *Hj <• » iD r:/ 0 . 70 -<=?£>CUSTOM J' UN PIECES t 1 : — si: ^ Q2M ^B^ 21B50 Iv (90 i< 1 Mb M it.R »0. iv HI . < o i n i . mtifli nv, TA a NO wrr WHOL5SAL.C TIMBCR PRODUCTS inl, IOX 848 COLTON, CA 82324 0461 IAIN ST GRAND TERRACE CA 92313 9) 783 0470 (213) 462-12G4 TAX (809) 783 9032 S H"I 0 PO MUMBBR VPNUME6H ' ' 9? ^ *" o /&£&> <i LENGTH DESCRIPTION ^dsr^.^^ PUP OHDRH NUMEEII / 1 P XvCr / /7 y ^ts*~'\^*^'l_^ (j Co ** ^^' ' 1 y/ ^ FTG LBp MILLING CTG TAX TOTAL »iP '/?» l^ 1 i i | i 1 Ii Fid CK MATERIAL RECOVEO BY X ~ • " TERMS 1% 1 _ _^ THIS IB AN AN before your ne Must be preset CARTAGE OATt r *.' -> £ ^ w £ w O jZ&it PICK UP DELW SH FOOTAGE 3* 3» TOTAL PRICE ^ AMOUNT Dth Net 11th ALL PAST DUE ACCOUNTS will be charged 1%% per month ONUAL RATE OF 18% To avoid a charge your account must be paid in full xt billing dato Check load with driver or no claim may be allowed Claims ited within five days of receipt of materials Timbers manufactured to your nay not be returned Handling to be charged on all returns NOV 16 199B 9?00AM NO 077 P 2/3 Certificate of Conformance Certificate^Q54A01 THIS IS TO CERTIFY that the glued laminated timber products Identified with a collective mark of Engineered Wood Systems (IEWS) were manufactured In accordance with the applicable standards and associated specifications indicated belowI ! ANSI Standard A190.1-1992, For Wood Products - Structural Glued i Laminated Timber i NER'488 Glued Laminated Timber Combinations And "GAP" I Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY; CERTIFIED that the APA EWStrademarked structural glued laminated timber members were produced In a manufacturing facility subject to regular audits In accordance with the Engineered Wood Syatetns (EW3) Quality Assurance Program Routine audits Include Inspection of the manufacturing | process and evaluation of the In-plant QA program with adequate sampling to verify conformance tp Industry standards for lumber grade and gluellne bond quality. Thomas G, Williamson Executive vice President xa SVaWEEffEP WOOD SYSTEM** a related oorpomflon of APA - 701 tSoulMBlri Street «PO B0xil700*Ttoomi WAM41I-0700 7W»phOft« (Z53) S65460Q • Pax Numwr, (263) 686-7285 NOV IS 199S 9?00flM NO 077 P 3/3 ENGINEERED WOOD SYSTPMS ABAEWS 1 Attachment Number 1 Certificate of Coitformance Tto 05.440.1 f)> * /' / / //47/1 y/^ it A a (M.m&* f—(^— Dated. Job Mama JoB location ^ Cuswnwi's Order No DM> The tallowing identifies the members and gnes the basic specifications that were used on this job' Lumber Species __COAST ?IR Scat endi Camfaor Mm .WILLAMETTE INC. MUI AM6MOSM WOOD SYSTEMS - A flEWOT CORPORATION City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner'(s') Name(s) Project Description Building Type Residential -ZALO A- Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit Square Feet of Living Area in SOU Res Additions Comerc / Ind City Certification Net Square Feet New Area Square Feet Floor Area K Date 1 Q{ tC[ V SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave Carlsbad CA 92009 (434-0661) San Marcos Unified School Distnct 215MataWay San Marcos, CA 92069 (736-2200) Encmitas Union School District 101 South Ranch Santa Fe Rd Encmitas, CA 92024 (944-4300) San Dieguito Union High School District 710 Encmitas Blvd Encmitas, CA 92024 (753-6491) Certification of Applicant /Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided is correct and true to the best of the Owner s knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect and that (2) the Owner is the owner/ developer of the above described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner Signature Date 2075 Las Palmas Dr • Carlsbad CA 92009-1576 - (760) 438-1161 - FAX (760) 438-O894 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))********** SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING (Check one ) Gov Code \ 53080/65995 ) (AB181) J Gov Code 65970 (SB 201) Government Code 53311 (Mello - Roos) Prior Existing Mitigation Agreement Note Exempt from fee requirements (Indicate Date and Number or name of Agreement) | Total amount of (new) floor area within the building Fee Amount per Square Foot Amount Collected -Or if subject to Prior Existing Mitigation Agreement For Detached Residential Dwelling Units or Attached Dwelling Units > 1600 Square Feet Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected -and/or- For Attached and Detached Dwelling Units < 1600 square feet/ per dwelling (If applicable) Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected SCHOOL DISTRICT This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the information presented above and due to the School District The City may issue building permits for this project SIGNATURE OF SCHOOL DISTRICT OFFICIAL DATE TITLE PHONE NUMBER NOTICE OF 90 DAY PERICte FOR'PROTESf OF FEES The Carlsbad Unified School District has elected to imposed the fees and/or amounts herein upon a finding that those facilities described in the School Impact Mitigation Fee Justification Study for Carlsbad Unified School Distnct, prepared by David Taussig & Associates for the District Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, requires that all school districts, including the Carlsbad Unified and the Encimtas Union School Districts, provide a written notice to the project applicant at the time of payment of the school fees mitigation payments or other exaction This notice is to advise the project applicant that the protest period regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner'(s') Name(s) Project Description Building Type Residential /- He_ Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit Square Feet of Living Area in SOU Res Additions Comerc / Ind City Certification Net Square Feet New Area Square Feet Floor Area Date | Q SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave Carlsbad CA 92009 (434-0661) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (736-2200) Encmitas Union School District 101 South Ranch Santa Fe Rd Encmitas, CA 92024 (944-4300) San Dieguito Union High School District •710 Encmitas Blvd Encmitas, CA 92024 (753-6491) Certification of Applicant /Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided is correct and true to the best of the Owner's knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner Signature Date//? . 2O75 Las Palmas Dr - Carlsbad CA 92OO9-1576 - (76O) 438-1161 - FAX (76O) 438-O894 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) *************************************************! SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING (Check one ) Gov Code 53080/65995 (AB181) / Gov Code 65970 (SB 201) Government Code 53311 (Mello - Roos) Prior Existing Mitigation Agreement Note Exempt from fee requirements | (Indicate Date and Number or name of Agreement) to MS 4*1 Total amount of (new) floor area within the building Fee Amount per Square Foot Amount Collected -Or if subject to Prior Existing Mitigation Agreement For Detached Residential Dwelling Units or Attached Dwelling Units > 1600 Square Feet Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected -and/or- For Attached and Detached Dwelling Units < 1600 square feet/ per dwelling (If applicable) Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected SCHOOL DISTRICT This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the information presented above and due to the School District ^The City may issue building permits for this project SIGNATURE OF SCHOOL DISTRICT OFFICIAL DATE TITLE PHONE NUMBER NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES The Carlsbad Unified School District has elected to imposed the fees and/or amounts herein upon a finding that those facilities descnbed in the School Impact Mitigation Fee Justification Study for Carlsbad Unified School District, prepared by David Taussig & Associates for the District Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, requires that all school districts, including the Carlsbad Unified and the Encimtas Union School Districts, provide a written notice to the project applicant at the time of payment of the school fees mitigation payments, or other exaction This notice is to advise the project applicant that the protest period regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law commences with such payment or performance of any other requirement as descnbed in Section 66020 of the Government Code Additionally this notice advises that the protest thereof must occur within 90 calendar days thereafter . a P> as Jl1^,"Ov d g.CvV ro<o I O O 70 > xD O