Loading...
1470 Ocean Blvd ROOF24-0023 PermitOWNER:ADDRESS:CITY:STATE:ZIP: SAAS REBECCA LYNN 11114 CRIPPLEGATE RD PETOMAC MD 20854 COMPANY:ADDRESS:CITY:STATE:ZIP: FORD ROOFING SYSTEMS INC 3839 Millpoint Drive Jacksonville FL 32257 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171855 0000 MANDALAY JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1470 OCEAN BLVD ROOF NON SHINGLE METAL ROOF $5000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING BUILDING INFORMATIONAL Notes: NOTICE OF COMMENCEMENT 2 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL Notes: No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department 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: 4/9/2024 PERMIT NUMBER ROOF24-0023 ISSUED: 4/9/2024 EXPIRES: 10/6/2024 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $124.00 3 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. All roofing projects require an In- Progress Inspection. Sheathing installation and replacement guidelines per APA. Underlayment must conform to FBC-R Table 905.1.1. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 2 of 2Issued Date: 4/9/2024 PERMIT NUMBER ROOF24-0023 ISSUED: 4/9/2024 EXPIRES: 10/6/2024 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 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 Dry-In 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 - Phone: 904-247-5826 - Email: Building-Dept@coab.us Public Works/Utilities - Phone: 904-247-5834 Fire Department - Phone: 904-630-4789 * 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 James L. Buckner, P.E. FL31242 Date: 2023.10.17 '11:05:47 -04'00 Specialty Structural Engineering CBUCK, Inc. dba CBUCK Engineering Phone: (561) 491-9927 · Email: cbuck@cbuckinc.net · Website: www.cbuckinc.net Business: 1374 Community Dr., Jupiter, FL 33458 CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Evaluation Report “Sentrigard SL175” Metal Roof Assembly Manufacturer: NB Handy Company 65 10th Street Lynchburg, VA 24504 800-284-6242 for Florida Product Approval # FL 40560.1 R3 Florida Building Code 8th Edition (2023) Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: “Sentrigard SL175” Roof Panel Material: Aluminum Panel Thickness: 0.032” Panel Width: 2” - 16” Panel Seam: Snap-Lock Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 23-541-SL175-A3W-ER.2 (Revises 20-295-SL175-A3W-ER, 40560.1 R2) Date: 10/17/2023 Contents: Evaluation Report Pages 1 – 7 FL #: FL 40560.1 R3 Date: 10/17/2023 Report No.: 23-541-SL175-A3W-ER.2 Page 2 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Manufacturer: NB Handy Company 65 10th Street Lynchburg, VA 24504 800-284-6242 http://www.nbhandycom/ Product Name: “Sentrigard SL175” Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System Description: “Sentrigard SL175” Roof Panel 0.032” Aluminum Snap-Lock roof panel mechanically attached to Wood Deck with fixed panel clips & screws. Product Assembly as Evaluated: Refer to Page 4 of this report for product assembly components/materials & standards: 1. Roof Panel 1. Panel Clip 2. Fasteners 3. Panel Adhesive 4. Ice & Water Shield 5. Cover Board (Optional) 6. Insulation (Optional) 7. Underlayment Support: Type: Wood Deck (Design of support system is outside the scope of this evaluation.) Description: • 19/32” or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be: 2 : 12 or greater In compliance with FBC Chapter 15 based on the type of roof covering, applicable code sections and in accordance with manufacturer’s recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure: (Refer to “Table A” attachment details herein) Refer to Table A FL #: FL 40560.1 R3 Date: 10/17/2023 Report No.: 23-541-SL175-A3W-ER.2 Page 3 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Performance Standards: Standards Equivalency: The product described herein has demonstrated compliance with: • UL 580-06 – Test for Uplift Resistance of Roof Assemblies • UL 1897-15 – Uplift test for roof covering systems • TAS 125-03 – Standard Requirements for Metal Roofing Systems The UL 1897-12 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 1897-15 adopted by the Florida Building Code 8th Edition (2023) for use as evaluated in this report. Code Compliance: The product(s) described herein have demonstrated compliance with the performance standards listed above as referenced in the: Florida Building Code 8th Edition (2023) International Building Code 2021 Evaluation Report Scope: This product evaluation is limited to compliance with the structural requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Conditions of Use: • Scope of “Limitations and Conditions of Use” for this evaluation: This evaluation report for “Optional Statewide Approval” contains technical documentation, specifications and installation method(s) which include “Limitations and Conditions of Use” throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under “Optional Statewide Approval”. • All metal components and fasteners shall be corrosion resistant in accordance with applicable sections of FBC, including but not limited to Sections 1504.3.2, 1506.6 and 1507.4.4. • Deck shall be in compliance with applicable building code. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3 and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties). • Option for application outside “Limitations and Conditions of Use” Rule 61G20-3.005(1)(e) allows engineering analysis for “project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code”. Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). FL #: FL 40560.1 R3 Date: 10/17/2023 Report No.: 23-541-SL175-A3W-ER.2 Page 4 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Components/Materials (by Manufacturer): Components & Materials: (by Others) Roof Panel: Sentrigard SL175 Material: Thickness: Panel Widths: Rib Height: Alloy Type: Corrosion Resistance: Aluminum 0.032” (min.) 2” - 16” (max.) Coverage 1-3/4” 3105-H14 (in compliance with ASTM B 209) Per FBC Section 1507.4.3 Roof Panel Clip: SL175 Clip Type: Material: Thickness: Yield Strength: Dimensions: Corrosion Resistance: One-piece, fixed clip Galvanized Steel 18 Gauge min. 40 ksi min. 1.875” (tall) x 3.75” (long) Per FBC Section 1506.7 Fastener: Type: Size: Corrosion Resistance: Standard: Low Profile Pancake-Head Wood Screw #14-13 x penetrate thru support deck 3/16" Minimum Per FBC 1506.6 & 1507.4.4 Per ANSI/ASME B18.6.1 Steel Strap (Required with Method 3): Material: Thickness: Dimensions: Galvanized Steel 24 Gauge min. 4-1/2” x ¾” Panel Adhesive/Sealant (Required with Method 3): Product Name: Type: Application Size: Application Location: Titebond Metal Roof Weathermaster Sealant One component, elastomeric polymer 3/8” continuous bead along each side of panel steel strap Ice & Water Shield (Tested): Type: Standard: Ice & Water Shield ASTM D4869 Type III or IV Cover Board (Optional): Any ½” min. approved coverboard with current approval. Insulation (Optional): Type: Thickness: Compressive Strength: Rigid Insulation Board 3” (max.) 20 psi min. Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16”. Underlayment: Material and application all be in compliance with FBC Section 1507.1.1 and in accordance with applicable code sections and manufacturer’s recommendations. FL #: FL 40560.1 R3 Date: 10/17/2023 Report No.: 23-541-SL175-A3W-ER.2 Page 5 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Installation: Installation Method: (Refer to “TABLE A” below and drawings at the end of this evaluation report.)  Clip Spacing: Refer to “TABLE A” Below (along the length of the panel)  Two (2) fasteners per Clip  Rib Interlock: Snap-Lock (Panel ribs shall be fully engaged to form an integral snap-lock.)  Steel Strap: Per Table A Below (layered below the center of each panel  Panel adhesive: Per Table A Below (3/8” bead applied on each side of steel strap)  Minimum fastener penetration thru bottom of support, 3/16”.  For panel construction at the end of panels, refer to manufacturer’s instructions and any site specific design. TABLE “A” ALLOWABLE LOADS “Sentrigard SL175” (.032” Aluminum) Roof Panel attached to Wood Deck # Panel Width (max.) Deck Thickness (min.) Panel Clip Clip Spacing (max.) # of Fasteners per Clip Panel Adhesive Panel Seam (min.) Design Pressure (ASD) 1 16” 19/32” 3.75” Fixed 24” 2 NO SnapLock - 71 PSF 2 16” 19/32” 3.75” Fixed 12” 2 NO SnapLock - 133.4 PSF 3 16” 19/32” 3.75” Fixed w/Steel Strap 12” 2 YES SnapLock - 168.5 PSF Note: Allowable design pressure(s) for allowable stress design (ASD). Install the “Sentrigard SL175” roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 8th Edition (2023). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer’s installation instructions as a supplemental guide for attachment. Referenced Data: Other Tests (Not Part of This Evaluation Report): 1. TAS 125 Uplift Test (Per UL580-06 and UL 1897-12) & ASTM E8 By Farabaugh Engineering & Testing, Inc. (FBC Organization ID# TST 1654) Report No. T226-21, Specimens #1-4, Date: 08/25/21 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) NB Handy Company Licensee #420 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 1. TAS 100-95 Wind Driven Rain Test By Farabaugh Engineering & Testing, Inc. (FBC Organization ID# TST 1654) Report No. T233-21, Date: 08/30/21 FL #: FL 40560.1 R3 Date: 10/17/2023 Report No.: 23-541-SL175-A3W-ER.2 Page 6 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Installation Method NB Handy Company “Sentrigard SL175” (0.032” Aluminum) Roof Panel attached to Wood Deck Typical Panel Profile (2” – 16” max. width) Typical Panel Clip Steel Strap FL #: FL 40560.1 R3 Date: 10/17/2023 Report No.: 23-541-SL175-A3W-ER.2 Page 7 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Installation Method NB Handy Company “Sentrigard SL175” (0.032” Aluminum) Roof Panel attached to Wood Deck Typical Panel Clip Assembly View (Method 1 & 2) Typical Panel Clip Assembly View (Method 3)