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Home My WebLink About2767 SOUTHAMPTON RD; ; CBR2020-2365; PermitPrint Date: 10/05/2020 Permit No: CBR2020-2365 Building Permit Finaled Residential Permit Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 2767 SOUTHAMPTON RD, CARLSBAD, CA 92010-2897 BLDG-Residential 2081402500 $4,040.18 Work Class: Lot #: Project #: Reroof Status: Applied: Issued: 09/24/2020 09/24/2020 Finaled Close Out: #of Dwelling Units: Track #: Plan #: Closed - Finaled NA Plan Check #: Project Title: Inspector:Orig. Plan Check #:Bathrooms: Description:23 SQ SHINGLE REROOF (E-REVIEW) Final Inspection:10/05/2020 Bedrooms:Construction Type: Property Owner: BOHNERT ANDREW J AND KIRSTEN N 2767 SOUTHAMPTONB CARLSBAD, 92010 Contractor: THE ROOF MASTERS INC 772 N TWIN OAKS VALLEY RD, # STE D SAN MARCOS, CA 92069-1773 (844) 766-3968 AMOUNTFEE BUILDING PERMIT FEE ($2000+)$70.61 BUILDING PLAN CHECK FEE (BLDG)$49.43 SB1473 GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOTION-RESIDENTIAL $0.53 Total Fees:$121.57 Total Payments To Date:$121.57 Balance Due:$0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad CA 92008-7314 ï 760-602-2700 ï 760-602-8560 f ï www.carlsbadca.gov Building Division Page 1 of 1 {"Cityof Carlsbad Plan Check Est. Value PC Deposit Date B-1 Page 1 of 2 Rev. 06/18 RESIDENTIAL BUILDI NG PERMIT APPLICATION B-1 Job Address __________________________________________Suite: __________ APN: _________________________ CT/Project #:_________________________________________ Lot #:_________ Fire Sprinklers: YES NO Air Conditioning: YES NO Electrical Panel Upgrade: YES NO BRIEF DESCRIPTION OF WORK: ________________________________________________________________________ __________________________________________________________________________________________________ APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name: ________________________________________ Name: _____________________________________________ Address: ______________________________________ Address: ____________________________________________ City: _________________ State:______Zip: _________ City: ______________________State:______Zip: ___________ Phone: _______________________________________ Phone: _____________________________________________ Email: ________________________________________ Email: ______________________________________________ DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: ________________________________________ Name: _____________________________________________ Address: ______________________________________ Address: ___________________________________________ City: _________________ State:______Zip: __________ City: _________________ State:______Zip: _______________ Phone: _______________________________________ Phone: ____________________________________________ Email: ________________________________________ Email: _____________________________________________ Architect State License: __________________________ State License:_____________ Bus. License:_______________ (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/she 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 Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov Addition/New: ____________Living SF, ________ Deck SF, ________ Patio SF, ________Garage SF Is this to create an Accessory Dwelling Unit? Y N New Fireplace? Y N , if yes how many? _____ Remodel: __________ SF of affected area Is the area a conversion or change of use ? Y N Pool/Spa: __________ SF Additional Gas or Electrical Features? _____________________________ Solar: _______ KW, ______ Modules, Mounted: Roof Ground , Tilt: Y N, RMA: Y N, Battery: Y N, Panel Upgrade: Y N Reroof: ____________________________________________________________________________________ Plumbing/Mechanical/Electrical Only: ___________________________________________________________ Other: ______________________________________________________________________________________ _______________________________________________________________________________________________ CBR2020-2365 9/24/2020 □ □ □ □ □ □ □ ( City of Carlsbad B-1 Page 2 of 2 Rev. 06/18 ( OPTION A ): WORKERS’COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations:  I have and will maintain a certificate of consent to self-insure for workers’ compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued.  I have and will maintain worker’s compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers’ compensation insurance carrier and policy number are: Insurance Company Name: _______________________________________________ Policy No. _______________________________ Expiration Date: _______________________  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 be come 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 $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney’s fees. CONTRACTOR SIGNATURE: _____________________________________________ AGENT DATE: _______________ ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor’s License Law for the following reason:  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).  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).  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. YES NO 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 / 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 /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 / type of work): 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov OWNER SIGNATURE: ______________________________________________ AGENT DATE: _______________ CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender’s Name: ___________________________________________________ Lender’s Address: ___________________________________________________ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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  No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?  Yes  No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?  Yes  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. APPLICANT CERTIFICATION: 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 representative of the City 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 365 days (AB2913). APPLICANT SIGNATURE: __________________________________________________ DATE: ____________________ □ □ B-10 Page 1 of 6 Rev. 04/14 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov RE-ROOF B-10 A building permit is required to reroof all buildings when: Removal of the existing roof is required by Chapter 15 in the 2013 California Building Code And Chapter 9 in the 2013 California Residential Code When lighter weight roof covering is being replaced with a heavier weight material engineering calculations may be required for the supporting structure. The attached Supplemental Building Permit Application must be completed in addition to the standard building permit application. Please note: Combustible roof coverings are prohibited in Carlsbad per the City’s adopted Building Code. All roof systems must be a minimum Class A System and the roof covering must be non-combustible. Required Inspections: 1. Tear Off: This inspection is required for either existing or new sheathing and underlayment prior to installing new roof covering. 2. Final Inspection: When all roof coverings, and flashings are complete. {'Cityof Carlsbad B-10 Page 2 of 6 Rev. 04/14 R906.2 Material standards. Above-deck thennal insulation board shall comply with the standards in Table R906.2. TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION Cellular glass board ASTMC552 Composite boards ASTM C 1289, Type m, IV, V or VI Expanded polystyrene ASTMC578 Extruded polystyrene board ASTMC578 Perlite board ASTMC728 Polyisocyanurate board ASTM C 1289, Type I or II Wood fiberboard ASTMC208 SECTION R907 RE ROOFING R907.l General. Materials and methods of application used for re-covering or replacing an existing roof covering shall comply with the requirements of Chapter 9. Exception: Reroofing shall not be required to meet the minimum design slope requirement of one-quarter unit vertical in 12 units horiwntal (2-percent slope) in Section R905 for roofs that provide positive roof drainage. R907.2 Structural and construction loads. The structural roof components shall be capable of supporting the roof covering system and the material and equipment loads that will be encountered during installation of the roof covering system. R907.3 Recovering versus replacement. New roof cover- ings shall not be installed without first removing all ex.isling layers of roof coverings where any of the following condi- tions exist: I. Where the ex.isling roof or roof covering is water- soaked or has deteriorated to the point that the existing roof or roof covering is not adequate as a base for addi- tional roofing. 2. Where the ex.isling roof covering is wood shake, slate, clay, cement or asbestos-cement tile. 3. Where the existing roof has two or more applications of any type of roof covering. Exceptions: I . Complete and separate roofing systems, such as standing-seam metal roof systems, that are designed to transmit the roof loads directly to the building's structural system and that do not rely on existing roofs and roof coverings for support, shall not require the removal of existing roof coverings. 2. Installation of metal panel, metal shingle and con- crete and clay tile roof coverings over existing wood 2013 CALIFORNIA RESIDENTIAL CODE ROOF ASSEMBLIES shake roofs shall be permitted when the application is in accordance with Section R907.4. 3. The application of new protective coating over existing spray polyurethane foam roofing systems shall be permitted without tear-off of existing roof coverings. 4. Where the existing roof assembly includes an ice barrier membrane that is adhered to the roof deck, the existing ice barrier membrane shall be permitted to remain in place and covered with an additional layer of ice barrier membrane in accordance with Section R905. R907.4 Roof recovering. Where the application of a new roof covering over wood shingle or shake roofs creates a combustible concealed space, the entire existing surface shall be covered with gypsum board, mineral fiber, glass fiber or other approved materials securely fastened in place. R907.S Reinstallatlon of materials. Existing slate, clay or cement tile shall be pennitted for reinstallation, except that damaged, cracked or broken slate or tile shall not be rein- stalled. Any existing flashings, edgings, outlets, vents or sim- ilar devices that are a part of the assembly shall be replaced when rusted, damaged or deteriorated. Aggregate surfacing materials shall not be reinstalled. R907.6 Flashings. Flashings shall be reconstructed in accor- dance with approved manufacturer's installation instructions. Metal flashing to which bituminous materials are to be adhered shall be primed prior to installation. SECTION R908 SOLAR PHOTOVOLTAIC PANELS/MODULES R908.l Photo1101Jaic systems. Rooftop mounted photovoltaic shall be designed in accordance with this section. R908.l.2 (IBCICBC 1509.7.1 Not an SFM provision. Reser11ed for other agencus) R908.l.3 Fire classification. Rooftop mounted photovol- taic panels and modules shall have the fire classification as required by Section R902.4. R908.l.4 lnstallalion. Rooftop mounted photovoltaic sys- tems shall be installed in accordance with the manufac- turer's installation instructions. R908.l.5 Photo1101Jaic panels and modules. Photovoltaic panels and modules mounted on top of a roof shall be listed and labeled in accordance with UL 1701 and shall be installed in accordance with the manufacture r's instal- lation instructions. R908.l.6 Fire safety provisions for photovolJaic panels/ modules. Solar photovoltaic panels/modules installed upon a roof or as an integral part of a roof assernbly shall comply with the requirements of this code (see Section R331) and the California Fire Code. 501 B-10 Page 3 of 6 Rev. 04/14 WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF FASTENERS FASTENER~~• Roof l Blocking between joists or rafters to top plate, toe nail 3-8d (21/," x 0.113 '') - 2 Ceiling joists to plate, toe nail 3-8d (21/,'' x 0.113'') - 3 Ceiling joists not attached to parallel rafter, laps over parti-3-IOd -lions, face nail 4 Collar tie to rafter, face nail or 11/," x 20 gage ridge strap 3-lOd (3"x 0.128'') - 3-16<1 box nails (31/z"x 0.135'') 2 toe nails on one side and I toe nail on 5 Rafter or roof truss to plate, toe nail or 3-10d common nails opposite side of each rafter or trussi (3" X 0.148'') 6 Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-J6d (31//' X 0.135'') 3-16<1 (31/2 " X 0.}35'') - Wall 7 Built-up studs-face nail IOd (3" x 0.128'') 24"o.c. 8 Abutting studs at intersecting wall corners, face nail 16d (3 ½" X 0.135") 12"o.c. 9 Built-up header, two pieces with 1/2" spacer 16d (31//' X 0.135 '') 16" o.c. along each edge IO Continued header, two pieces 16d (31//' X 0.135'') 16" o.c. along each edge 11 Continuous header to stud, toe nail 4-8d (21/," x 0.113'') - 12 Double studs, face nail !Od (3" x 0.128'') 24"o.c. 13 Double top plates, face nail IOd (3" x 0.128'') 24"o.c. 14 Double top plates, minimum 24-inch offset of end joints, 8-16<1 (31/2" X 0.135'') -face nail in lapped area 15 Sole plate to joist or blocking, face nail 16d (31/2" X 0.135 '') 16"o.c. 16 Sole plate to joist or blocking at braced wall panels 3-16<1 (31/2" X 0.135") 16"o.c. 3-8d (21/," x 0.113'') - 17 Stud to sole plate, toe nail or 2-16<1 (31/2" X 0.135'') - -18 Top or sole plate to stud, end nail 2-16<1 (31/2" X 0.135 '') - 19 Top plates, laps at comers and intersections, face nail 2-JQd (3" X 0.128'') - 20 1 " brace to each stud and plate, face nail 2-8d (21/ "x 0.113'') - . ..,.._ 2 sta;les I 3//' - 21 l" x 6" sheathing to each bearing, face nail 2-8d (21/," x 0. I 13'') - 2 staples I 'I," - 22 I " x 8" sheathing to each bearing, face nail 2-8d (21/2" x 0.113'') - 3 staples I 3//' - 23 Wider than I " x 8" sheathing to each bearing, face nail 3-8d (21/," x 0.113 '') - 4 staples I 3//' - Floor 24 Joist to sill or girder, toe nail 3-8d (21/," x 0.113'') - 25 Rim joist to top plate, toe nail (roof applications also) 8d (2'!," x 0.113") 6"o.c. 26 Rim joist or blocking to sill plate, toe nail 8d (2 ½" x 0.113'') 6"o.c. 27 1 "x 6" subfloor or less to each joist, face nail 2-8d (21/," x 0.113 '') - 2 staples l'I," - 28 2" subfloor to joist or girder, blind and face nail 2-J6d (31/2" X 0. 135 '') - 29 2" planks (plank & beam -floor & rooO 2-J6d (31/2" X 0.J35 '') at each bearing Nail each layer as follows: 32" o.c. at 30 Built-up girders and beams, 2-inch lumber layers !Od (3" x 0.128'') top and bottom and staggered. Two nails at ends and at eacb splice. 31 Ledger strip supporting joists or rafters 3-16d (31// x 0.135 '') At each joist or rafter (continued) 2013 CALIFORNIA RESIDENTIAL CODE 199 B-10 Page 4 of 6 Rev. 04/14 WALL CONSTRUCTION TABLE R802.3(1)--contlnued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER~'·' Edges Intermediate supports~• (lncheaY (Inches) Wood structural panels, subfloor, roof and Interior wall sheathing to framing and partlcleboard wall sheathing to framing 32 'I," -'!,'' 6d common (2" x 0.1 13 ") nail (subfloor, wall)i 6 12• 8d common (21/,'' x 0.131 ") nail (roof)' 33 t9/32" -l" 8d common nail (21/2" x 0.131 ') 6 12• 34 11/," -1 ,,.., !Od common (3" x 0.148') nail or 6 12 8d (2'/2" x 0.131 ') deformed nail Other wall aheathlng• 35 1/2" structural cellulosic 11/2" galvanized roofing nail, 7/16" crown or I " crown 3 6 fiberboard sheathing staple 16 ga., 11/;' long 36 25/32" structural cellulosic l '/4" galvanized roofing nail, 7/1/ crown or l " crown 3 6 fiberboard sheathing staple 16 ga., 11/2" Jong · 37 'I 2" gypsum sheathing' 11/2" galvanized roofing nail; staple galvanized, I 1/2" long; I 1/4screws, Type W or S 7 7 38 'I," gypsum sheathingd l '/4" galvanized roofing nail; staple galvanized, 15/8" long; 15/8" screws, Type W or S 7 7 Wood structural panels, combination subfloor undertayment to framing 39 'I;• and less 6d deformed (2" x 0.120') nail or 6 12 8d common (21/2" x 0.131 ') nail 40 11,"-l " 8d common (21/2" x 0.131 ") nail or 8d deformed (21/,'' x 0.120") nail 6 12 41 11/8"-11/;' 10d common (3"x 0.148'') nall or 6 12 8d deformed (21/2" x 0.120') nail For SI: I inch= 25.4 mm, I foot= 304.8 mm, I mile per hour= 0.447 mis; I Ksi = 6.895 MPa. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0. 192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and I 00 ksi for shank diameters of 0.142 inch orless. b. Staples are 16 gage wire and have a minimum 7/16-incb on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed (21/2" x 0.120) nails shall be used for attaching plywood and wood scructural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood scructural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than JOO mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supponed by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supponed by framing members or solid blocking. j. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. 200 2013 CALIFORNIA RESIDENTIAL CODE B-10 Page 5 of 6 Rev. 04/14 CITY OF CARLSBAD POLICIES AND PROCEDURES NUMBER: 97-50 SUBJECT: Re-Roof Sheathing Inspections During Inclement Weather EFFECTIVE: 12/15/97 SECTION: BUILDING DIVISION SUPERSEDES: PURPOSE: To set forth the allowable procedure for re-roof inspections during periods of inclement weather. INTENT: The intent of this policy is to establish a uniform procedure for inspecting the underlayment installation for re-roof projects while protecting the house from the threat of inclement weather. It is not the intent of this policy to allow roof sheathing to be covered without inspection during periods of dry weather or when there is no threat of inclement weather. BACKGROUND: The threat of wet weather prompts many homeowners to contract to have their house re- roofed. In most cases this involves removing the old roof material and installing new underlayment (Plywood or proprietary OSB Board). A building permit and “tear off” inspection is required prior to placing the roofing materials. POLICY: During periods of inclement weather, or when there is a threat of rain, roof sheathing on re-roof projects may be covered with a single layer of asphalt saturated felt and “dried in” prior to the roof sheathing inspection subject to the following conditions: 1. The roof shall not be loaded with roof covering materials until the sheathing has been approved. 2. The roofing contractor shall schedule a sheathing inspection and provide the inspector access to the roof sheathing. a. The roofing contractor shall provide an appropriate sized ladder on site for the inspection. b. The contractor shall call the morning of the inspection and inform the inspector of the circumstances of the inspection and arrange for either an a.m. or p.m. inspection. c. The roofing contractor must have an employee on site during the inspection to reveal portions of the new underlayment to the satisfaction of the inspector. d. If structural reinforcement to the roof framing is necessary, the repairs shall be shown to the inspector at that time. e. In the event the inspector determines the sheathing is nailed improperly, the roof sheathing shall be fully exposed an re-nailed. A re-inspection is then required. Initiated By: Approved By: B-10 Page 6 of 6 Rev. 04/14 REROOFING SUPPLEMENTAL BUILDING PERMIT APPLICATION 1. JOB ADDRESS:_______________________________________________________ 2. TYPE OF BUILDING: RESIDENTIAL__________ COMMERCIAL_________ 3. ROOF SLOPE: RISE_______ INCHES IN 12 INCHES 4. NUMBER OF EXISTING ROOF COVERING (CIRCLE ONE) 1 2 3 5. TYPE OF EXISTING ROOF COVERING________________SHEATHING________ *6. NEW ROOF MATERIAL ________________CLASS_____WEIGHT PER SQ._____ 7. NUMBER OF SQUARES________________ 8. TRADE NAME__________________ MANUFACTURER______________________ 9. ROOF SYSTEM LISTING: UL NO. ______________ I.C.C.E.S. Report #________________ ASTM ______________ 10. IS THE EXISTING STRUCTURAL DESIGN SUFFICIENT TO SUSTAIN THE WEIGHT OF THE PROPOSED ROOF? YES NO All roof coverings are required to be CLASS A. Combustible roof coverings of any type or classification are prohibited. I understand the following inspections are required: 1. Tear Off/Pre-Inspection prior to install new roof covering 2. Final Inspection I agree to provide a ladder extending at least 2 rungs above the roof for inspection. Signature________________________________________Date______________________ Contractor__________Owner___________Contractor Name__________________________ *6. Rolled Roofing, Standard/Lite Tile, Asphalt/Comp fiberglass, Built Up, Other 2767 Southampton Road X 10 shingles yes GAF HDZ A 23 sq GAF GAF HDZ Ansi/UL 790 ESR-1475 D3462 Adolfo Verdugo DBA The Roof Masters X 09/23/2020 Shingle Re-roof 23 sq/tear off shingles and underlayment/ Install new underlayment & GAF HDZ CRRC: 0676-0136 D D Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBR2020-2365) BLDG-Residential 09/24/2020Application Date:Permit Type:Owner:COOWNER BOHNERT ANDREW J AND KIRSTEN N Reroof 09/24/2020Work Class:Issue Date:Subdivision:CARLSBAD TCT#84-14 UNIT#02 03/29/2021Expiration Date:Status: IVR Number: 28880 Closed - Finaled 2767 SOUTHAMPTON RD CARLSBAD, CA 92010-2897 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 09/29/2020 09/29/2020 BLDG-15 Roof/ReRoof (Patio) 139526-2020 Passed Chris Renfro Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 10/05/2020 10/05/2020 BLDG-Final Inspection 140065-2020 Passed Chris Renfro Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final Yes BLDG-Electrical Final No Monday, October 5, 2020 Page 1 of 1 {cityof Carlsbad