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609 Beach Ave RES21-0303 SidingOWNER:ADDRESS:CITY:STATE:ZIP: TAYLOR ROBERT 609 BEACH AVE ATLANTIC BEACH FL 32233-5325 COMPANY:ADDRESS:CITY:STATE:ZIP: Pablo Creek Construction 1911 Penman Road Jacksonville Beach Fl 32250 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170115 0000 BROOMES R/P LOTS 1,2 BK15 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 609 BEACH AVE RESIDENTIAL SIDING CEDAR SHAKE SIDING $56000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $304.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $152.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 10/7/2021 PERMIT NUMBER RES21-0303 ISSUED: 10/7/2021 EXPIRES: 4/5/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.84 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.56 TOTAL: $467.40 2 of 2Issued Date: 10/7/2021 PERMIT NUMBER RES21-0303 ISSUED: 10/7/2021 EXPIRES: 4/5/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $467.40 RES21-0303 Address: 609 BEACH AVE APN: 170115 0000 $467.40 BUILDING $304.00 BUILDING PERMIT 455-0000-322-1000 0 $304.00 BUILDING PLAN REVIEW $152.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $152.00 STATE SURCHARGES $11.40 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.84 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.56 TOTAL FEES PAID BY RECEIPT: R17546 $467.40 Printed: Thursday, October 7, 2021 8:36 AM Date Paid: Thursday, October 07, 2021 Paid By: Pablo Creek Construction Pay Method: CREDIT CARD 192739660 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17546 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION RES21-0303 R703.6Wood shakes and shingles. Wood shakes and shingles shall conform to CSSB Grading Rules for Wood Shakes and Shingles. R703.6.1Application. Wood shakes or shingles shall be applied either single course or double course over nominal 1/2- inch (12.7 mm) wood-based sheathing or to furring strips over 1/2-inch (12.7 mm) nominal nonwood sheathing. A water-resistive barrier shall be provided over all sheathing, with horizontal overlaps in the membrane of not less than 2 inches (51 mm) and vertical overlaps of not less than 6 inches (152 mm). Where horizontal furring strips are used, they shall be 1 inch by 3 inches or 1 inch by 4 inches (25 mm by 76 mm or 25 mm by 102 mm) and shall be fastened to the studs with minimum 7d or 8d box nails and shall be spaced a distance on center equal to the actual weather exposure of the shakes or shingles, not to exceed the maximum exposure specified in Table R703.6.1. When installing shakes or shingles over a nonpermeable water-resistive barrier, furring strips shall be placed first vertically over the barrier and in addition, horizontal furring strips shall be fastened to the vertical furring strips prior to attaching the shakes or shingles to the horizontal furring strips. The spacing between adjacent shingles to allow for expansion shall be 1/8 inch (3.2 mm) to 1/4 inch (6.4 mm) apart, and between adjacent shakes shall be 3/8 inch (9.5 mm) to 1/2 inch (12.7 mm) apart. The offset spacing between joints in adjacent courses shall be not less than 11/2 inches (38 mm). TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches) LENGTH EXPOSUREFOR SINGLE COURSE EXPOSUREFOR DOUBLE COURSE Shinglesa 16 7 12b 18 8 14c 24 101/2 16d Shakesa 18 8 14 24 101/2 18 For SI: 1 inch = 25.4 mm. 1. a.Dimensions given are for No. 1 grade. 2. b.A maximum 9-inch exposure is permitted for No. 2 grade. 3. c.A maximum 10-inch exposure is permitted for No. 2 grade. 4. d.A maximum 14-inch exposure is permitted for No. 2 grade. R703.6.2Weather exposure. The maximum weather exposure for shakes and shingles shall not exceed that specified in Table 703.6.1. R703.6.3Attachment. Wood shakes or shingles shall be installed according to this chapter and the manufacturer’s instructions. Where wind pressures determined in accordance with Table R301.2(2) do not exceed 30 psf, each shake or shingle shall be held in place by two stainless steel Type 304, Type 316 or hot-dipped zinc-coated galvanized corrosion-resistant box nails in accordance with Table R703.6.3(1) or R703.6.3(2). The hot-dipped zinc-coated galvanizing shall conform to minimum standard ASTM A153D, 1.0 ounce per square foot. In single-course application, the fasteners shall be concealed by the course above and shall be driven approximately 1 inch (25 mm) above the butt line of the succeeding course and 3/4 inch (19 mm) from the edge. In double-course applications, the exposed shake or shingle shall be face-nailed with two fasteners, driven approximately 2 inches (51 mm) above the butt line and 3/4 inch (19 mm) from each edge. Fasteners installed within 15 miles (24 km) of salt water coastal areas shall be stainless steel Type 316. Fasteners for fire - retardant-treated shakes or shingles in accordance with Section R902 or pressure-impregnated- preservative-treated shakes or shingles in accordance with AWPA U1 shall be stainless steel Type 316. The fasteners shall penetrate the sheathing or furring strips by not less than 1/2 inch (13 mm) and shall not be overdriven. Fasteners for untreated (natural) and treated products shall comply with ASTM F1667. TABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS SINGLE COURSE SIDEWALL FASTENERS Product type Nail type and minimum length(inches) Minimum head diameter(inches) Minimum shank thickness(inches) R & R and sanded shingles Type 16″ and 18″ shingles 3d box 11/4 0.19 0.08 24″ shingles 4d box 11/2 0.19 0.08 Grooved shingles Type 16″ and 18″ shingles 3d box 11/4 0.19 0.08 24″ shingles 4d box 11/2 0.19 0.08 Split and sawn shakes Type 18″ straight-split shakes 5d box 13/4 0.19 0.08 18″ and 24″ handsplit shakes 6d box 2 0.19 0.0915 24″ tapersplit shakes 5d box 13/4 0.19 0.08 18″ and 24″ tapersawn shakes 6d box 2 0.19 0.0915 For SI: 1 inch = 25.4 mm. TABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS DOUBLE COURSE SIDEWALL FASTENERS Product type Nail type and minimum length Minimum head diameter(inches) Minimum shank thickness(inches) R & R and sanded shingles 16,″ 8″ and 24″ shingles 5d box 13/4 or same size casing nails 0.19 0.08 Grooved shingles 16,″ 18″ and 24″shingles 5d box 13/4 0.19 0.08 Split and sawn shakes 18″ straight-split shakes 7d box 21/4 or 8d 21/2 0.19 0.099 18″ and 24″ handsplit shakes 7d box 21/4 or 8d 21/2 0.19 0.099 24″ tapersplit shakes 7d box 21/4 or 8d 21/2 0.19 0.099 18″ and 24″ tapersawn shakes 7d box 21/4 or 8d 21/2 0.19 0.099 For SI: 1 inch = 25.4 mm. R703.6.4Bottom courses. The bottom courses shall be doubled.