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320 Plaza RESA23-0007 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: JEWELS WILLIAM C 320 PLAZA ST ATLANTIC BEACH FL 32233-5442 COMPANY:ADDRESS:CITY:STATE:ZIP: FUTURISTIC HOMES, INC.13694 BETTY DR JACKSONVILLE FL 32224 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169958 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 320 PLAZA RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION ADD COVERED PORCH WITH FIREPLACE $35000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 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 3Issued Date: 5/10/2023 PERMIT NUMBER RESA23-0007 ISSUED: 5/10/2023 EXPIRES: 11/6/2023 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 3 PUBLIC WORKS DUMPSTERS/ROLL-OFF CONTAINERS INFORMATIONAL Notes: Dumpsters and roll-off containers must be used in compliance with Section 16-8 and must comply with all standards, per City code. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 6 PUBLIC WORKS DOCUMENT IMPERVIOUS AREA INFORMATIONAL Notes: Strongly suggest thorough documentation of impervious areas be recorded. 7 PUBLIC WORKS GRASS INFORMATIONAL Notes: Full site to be grassed. 8 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 9 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL Notes: All construction debris must be removed from job site by Contractor. 10 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 11 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: Adding 172 sq. ft. total to impervious percentage - water retention not required. 12 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. 13 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 2 of 3Issued Date: 5/10/2023 PERMIT NUMBER RESA23-0007 ISSUED: 5/10/2023 EXPIRES: 11/6/2023 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $230.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $115.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.30 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.20 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $630.50 14 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a.\tThe roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved.\r\r b.\tAll roofing projects require an In-Progress Inspection.\r\r c.\tSheathing installation and replacement guidelines per APA.\r\r d.\tUnderlayment must conform to FBC-R Table 905.1.1\r\r e.\tShingles must conform to ASTM D3161 G or H, or ASTM D7158 F\r\r 15 BUILDING ROUGH TRADES INSPECTION INFORMATIONAL Notes: THE ROOF MUST BE COMPLETE AND THE BUILDING DRIED IN BEFORE SCHEDULING ROUGH TRADES INSPECTIONS. 3 of 3Issued Date: 5/10/2023 PERMIT NUMBER RESA23-0007 ISSUED: 5/10/2023 EXPIRES: 11/6/2023 RESIDENTIAL ADDITION 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 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 ADD COVERED PORCH WITH FIREPLACE RESA23-0007 320 PLAZA FUTURISTIC HOMES, INC. 169958-0000 RESA23-0007 TR0947_P1/3 6/13 INSTALLATION Fastener Requirements A ﬁnish nail is required for installing HardieTrim Battens with ColorPlus® Technology. 2" minimum 16 ga. ﬁnish nails or smooth shank siding nails may be used to attach HardieTrim Battens to wood frame construction. ET&F or equivalent fasteners or screws may be used to attach HardieTrim Battens to steel frame construction. James Hardie recommends using stainless steel ﬁnish nails when installing HardieTrim (trim, battens, fascia, etc.) products. Fastening instructions are similar for all applications. Position nails no closer than 3/4" from the edges of the HardieTrim Battens. Fasteners must be no closer than 1" from ends of HardieTrim Battens and spaced a maximum of 16" o.c. (ﬁg 1). Ensure HardieTrim Batten is adequately fastened. HardiePanel® vertical siding concretefoundation HardieTrimBatten water-resistive barrier OSB or plywood sheathing framing HardieTrim Board Figure 1 WARNING: AVOID BREATHING SILICA DUSTJames Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade saw blade and dust-reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly-fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD050905 HardieTrim® Batten boards are a decorative non-load bearing vertical trim product. GENERAL REQUIREMENTS: • Wood or steel backing must be provided for attaching HardieTrim® Battens. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction ﬂashing in accordance with local building code requirements. James Hardie will assume no responsibility for water inﬁltration. James Hardie does manufacture HardieWrap™ Weather Barrier, a non-woven non-perforated housewrap¹, which complies with building code requirements. • When installing James Hardie products all clearance details in ﬁgs. 2,3,4,5,6,7,&8 must be followed. • Flashing is required over all horizontal protruding and exposed trim. • Adjacent ﬁnished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the ﬁrst 10'. • DO NOT install HardieTrim Battens, such that they may remain in contact with standing water. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS OUTDOORS 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: b. Better: i. Dust reducing circular saw equipped with a HardieBlade® saw blade and HEPA vacuum extraction c. Good: i. Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) INDOORS - NEVER use a power saw indoors - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark - NEVER dry sweep – Use wet suppression or HEPA Vacuum Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using “Best”-level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualiﬁed industrial hygienist or contact James Hardie for further information. SD083105 CUTTING INSTRUCTIONSSTORAGE & HANDLING: Visit www.jameshardie.com for the most recent version. Batten Boards EFFECTIVE SEPTEMBER 2013 ¹For additional information on HardieWrap™ Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) Washington Oregon California Nevada Idaho Utah Arizona New Mexico Colorado Wyoming Montana Trim Map These instructions are to be used for HardieTrim® HZ™ Boards ONLY and are ONLY valid in the following states: WA, OR, CA, NV, UT, ID, CO, WY, MT, AZ, NM. Store ﬂat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry product on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. TR0947_P2/3 6/13 At the juncture of the roof and vertical surfaces, ﬂashing and counterﬂashing shall be installed per the rooﬁng manufacturer’s instructions. Provide a 1-2" minimum clearance between the rooﬁng and the bottom edge of the siding and trim. Figure 2 6" min. bottom plate Figure 4 Because of the volume of water that can pour down a sloped roof, one of the most critical ﬂashing details occurs where a roof intersects a sidewall. The roof must be ﬂashed with step ﬂashing. Where the roof terminates, install a kickout to deﬂect water away from the siding. It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 8 KICKOUT FLASHING Figure 8, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : “...ﬂashing shall be a min. of 4” high and 4” wide.” James Hardie recommends the kickout be angled between 100° - 110° to maximize water deﬂection Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent ﬁnished grade. CLEARANCES: Refer to your HardieZone™ for proper clearance requirements (Note: HZ5®= min. 2" / HZ10®= min. 1"-2") Maintain a 1-2" minimum clearance between James Hardie® products and paths, steps and driveways. Figure 3 Figure 6 Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal ﬂashing. Do not caulk gap. Self-adheringmembrane Step flashing Housewrap Drip edge Kickoutﬂashing Self-adheringeaves membrane Maintain a minimum 1" gap between gutter end caps and siding & trim. Maintain a 1-2" minimum clearance between James Hardie products and decking material. Figure 5 HardiePanel® vertical siding stud concretefoundation 1-2" min. 1-2" min. joist 1-2" min. water resistive barrier flashing deck material ledger HardiePanelvertical siding HardieTrimBatten flashing Figure 7 1/4" gap Z-flashing upper panel Do notCaulk HardieTrimBatten HardieTrimBatten lowerpanel HardieTrim® Batten Hardiepanel™vertical siding Hardietrim™BattenHardieTrimBatten HardiePanelvertical siding 1/4" gapflashing Do notCaulkDo notCaulk HardieTrim Batten HardiePanelvertical siding horizontal trim Figure 10 * The illustration (ﬁgure 8) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. Horizontal Panel Joints - At horizontal panel joints HardieTrim® battens must be installed according to option 1 or 2 below. When installing HardieTrim Battens horizontally, they must be installed as a panel joint according to option 2. Option 1 Figure 9 - No horizontal band board - Make a 22.5- 45 degree weather cut, in the HardieTrim batten, just above the 1/4" clearance between panels. Figure 9 Option 2 Figure 10 - Horizontal Band Board - Install a horizontal band board at the top of the bottom panel. Butt the lower batten to the band board and start the top batten at the bottom edge of the top panel. Maintain a 1/4" clearance above horizontal ﬂashing 1/4" gap lowerpanel Z-flashing upper panel Do notCaulk Hardietrim™Batten fascia siding 1" gutter and end cap TR0947_P3/3 6/13 RECOGNITION: HardieTrim boards may be installed as an equal alternative to conventional trim permitted for use in; 2006, 2009, & 2012 International Building Code, Section 1402.1, and the 2006, 2009, & 2012 International Residence Code for One - and Two - Family - Dwellings, Section R703.1. PAINTING CAULKING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers speciﬁcations. Back-rolling is recommended if the siding is sprayed. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A ﬂush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difﬁcult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). • Drive fasteners perpendicular to siding and framing. • Fastener heads should ﬁt snug against siding (no air space). (ﬁg. A ) • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, ﬁll nail hole and add a nail. • For wood framing, under driven nails should be hit ﬂush to the trim with a hammer (For steel framing, remove and replace nail). • Do not use aluminum fasteners, staples, or clipped head nails. Figure A Finish Nail Recessed COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply ﬁnish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. CUT EDGE TREATMENT Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5.” Additional Installation Information, Warranties, and Warnings are available at www.jameshardie.com © 2013 James Hardie Building Products. All rights reserved.TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. is a registered trademark of James Hardie Technology Limited. • Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieTrim® batten board with ColorPlus Technology. • Laminate sheet must be removed immediately after installation. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. Caulk, paint or prime all ﬁeld cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. Florida Product Approval HardiePanel® Siding  For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 07- 0418.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements.  For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2297-11. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. HS0919-P1/2 3/10 GENERAL REQUIREMENTS: INSTALLATION:Fastener Requirements Position fasteners 3/8" from panel edges and no closer than 2" away from corners. Do not nail into corners. HardiePanel Vertical Siding Installation • Framing must be provided at horizontal and vertical edges for nailing. • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge nailing distances. Figure 2 Caulk Joint leave appropriate gap betweenpanels, then caulk* water-resistive barrier 2 x 4 stud “H” Joint water-resistive barrier 2 x 4 stud Batten Joint water-resistive barrier 2 x 4 stud SMOOTH CEDARMILL© SELECT SIERRA 8 STUCCO Figure 1 James Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade® saw blade and dust-reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly-fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD050905 • HardiePanel® vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the ﬁnished application. • HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap™ Weather Barrier, a non-woven non-perforated housewrap1, which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • For larger projects, including commercial and multi-family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin “Expansion Characteristics of James Hardie® Siding Products” at www.JamesHardie.com. • DO NOT use stain on James Hardie® products. Figure 4 Recommendation: When installing Sierra 8, provide a double stud at panel joints to avoid nailing through grooves. Figure 3 moderate contact keep fasteners 2"away from corners plate keep nails3/8" min.from paneledges water-resistivebarrier stud HardiePanelvertical siding 3/8" sheathing upper panel 1/4" gap Z-flashing Do notCaulk lower panel upper panel 1/4" gap Z-flashing Do notCaulk lower panel decorative band board water-resistive barrier water-resistive barrier (Not applicable to ColorPlus® Finish) *Apply caulk in accordance with caulk manufacturer’s written application instructions. Joint Treatment • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively joints may also be covered with battens, PVC or metal jointers or caulked (Not applicable to ColorPlus® Finish) (fig. 2). • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). 1 For additional information on HardieWrap™ Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS Visit www.jameshardie.com for the most recent version. Vertical Siding EFFECTIVE APRIL 2009 Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry product on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. OUTDOORS 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a. Best: i. Score and snap ii. Shears (manual, electric or pneumatic) b. Better: i. Dust reducing circular saw equipped with a HardieBlade® saw blade and HEPA vacuum extraction c. Good: i. Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 2. Position cutting station in well-ventilated area - NEVER use a power saw indoors - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark - NEVER dry sweep – Use wet suppression or HEPA Vacuum Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using “Best”-level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. SD083105 CUTTING INSTRUCTIONSSTORAGE & HANDLING: IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10™ PRODUCTS OUTSIDE AN HZ10™ LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) © 2010 James Hardie Technology Limited. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. is a registered trademark of James Hardie Technology Limited. HS0919-P2/2 3/10 * The illustration (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. RECOGNITION: In accordance with ICC-ES Legacy Report NER-405, HardiePanel® vertical siding is recognized as a suitable alternate to that specified in: the BOCA National Building Code/1999, the 1997 Standard Building Code, the 1997 Uniform Building Code, the 1998 International One- and Two-Family Dwelling Code, the 2003 International Building Code, and the 2003 International Residential Code for One-and Two-Family Dwellings. HardiePanel vertical siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. Additional Installation Information, Warranties, and Warnings are available at www.jameshardie.com Figure 5 6" min. bottom plate 1" - 2" Figure 7 Because of the volume of water that can pour down a sloped roof, one of the most critical ﬂashing details occurs where a roof intersects a sidewall. The roof must be ﬂashed with step ﬂashing. Where the roof terminates, install a kickout to deﬂect water away from the siding. It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11 KICKOUT FLASHING Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufﬁcient length and angle to direct the water running down the roof away from the siding. Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent ﬁnished grade. At the juncture of the roof and vertical surfaces, ﬂashing and counterﬂashing shall be installed per the rooﬁng manufacturer’s instructions. Provide a 1" - 2" clearance between the rooﬁng and the bottom edge of the siding and trim. CLEARANCES Maintain a 1" - 2" clearance between James Hardie® products and paths, steps and driveways. Figure 6 siding 1/4" gap flashing Do not Caulk Figure 9 Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal ﬂashing. Do not caulk gap. Self-adheringmembrane Step flashing Housewrap Drip edge Kickoutﬂashing Self-adheringeaves membrane Maintain a minimum 1" gap between gutter end caps and siding & trim. joist 1" - 2" water resistive barrier siding flashing deck material ledger Maintain a 1" - 2" clearance between James Hardie products and decking material. Figure 8 1"-2" siding stud concretefoundation CAULKING PAINTING DO NOT use stain on James Hardie® products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers speciﬁcations. Back-rolling is recommended if the siding is sprayed. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. • Consult applicable code compliance report for correct fasteners type and placement to achieve speciﬁed design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (fig. A ) • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). • Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A ﬂush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difﬁcult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions or ASTM C1193. Figure A Figure B Figure 10 fascia siding 1" gutter and end cap ! !$ $" ! !!!! " "!!! ! ! "!! !"!!!" !#$ ! ! !$ $" ! !!!! " "!!! ! ! "!! !"!!! " !#$! ! !$ $" ! !!!! " "!!! ! ! "!! !"!!!" !#$ ! ! !$ $" ! !!!! " "!!! ! ! "!! !"!!!" !#$! SUPPLY & MANUFACTURING JONESVILLE: 14429 SW 2nd Pl G30 Newberry, FL 32669 352-498-0778 www. gul fcoastsupp ly.com MEMORANDUM Date: To: From: Subject: 15 February 2021 Roofing Professionals, Homeowners, Building Departments, Other Parties Gulf Coast Supply and Manufacturing Low Slope Installation of Exposed Fastener & Snap Lock Panels (3:12>slope>1:12) Gulf Coast Supply and Manufacturing approves and will provide applicable warranties for the installation of the following panels on slopes as low as 1:12: Gulf Rib, 5V Crimp, Gulf PBR, Gulf Wave, Gulf Lok, Gulf Seam, and Gulf Snap, under FPAs 33818 and 34538. Approval of low slope installation is contingent on the below conditions- a) Roof layout shall be designed and roof shall be installed to provide an unobstructed drainage path and shall not create any areas of water ponding. b) All roof components must be installed in accordance with applicable codes and standards, and shall be per the manufacturer's recommendations. Note that FBC 1515.2 requires a minimum slope of 2:12 for metal panel roofs in Dade and Broward County. c) All recommended accessories (e.g. trim, closures, etc) must be used and installed according to the manufacturer's recommendations. d) A continuous ¼" (min) bead of Titebond metal roof sealant ( or equivalent) or butyl tape shall be applied in all side laps. Gulf Rib, 5V Crimp, Gulf PBR, and Gulf Wave shall also have lap screws installed (maximum spacing to match panel screw spacing). e) A synthetic nail-sealing underlayment tested to ASTM Dl970 (Titanium UDL-25, UDL- 30, or equivalent) is required. This underlayment shall be installed as a 2-layer underlayment per FBC Table R905.l.l or FBC 1507.1.1, attachment method 1. f)As an alternative toe) above, an appropriate high temperature peel and stick synthetic underlayment (Titanium PSU-30, Atlas Weathermaster TU or equivalent) is highly recommended. g) Ridge venting is not recommended for low slope applications due to the increased risk of water penetration. This memo supersedes all previous low-slope correspondence for the referenced panels. This approval will remain in effect until superseded, rescinded or until one year after the publication date listed. This approval may be retroactively applied. If further information is required, please contact Gvlf Coast Supply and Manufacturing at (352) 498-0778. Gulf Coast Supply & Manufacturing, LLC Jared Pearce (888)393-0335 Technical Services Manager 14429 SW 2nd Place Suite G-30 Gulf Coast Supply and Mfg. Newberry, FL 32669 RESA23-0007 (888) 393-0335 | www.gulfcoastsupply.com HIDDEN FASTENER DETAIL MANUAL (888) 393-0335 | www.gulfcoastsupply.com 2 What’s in this manual? It’s 50 pages long…do I actually need to read it? What is this document for? All fair questions. We hope this manual will be useful if you are curious about any of these questions. What kind of products does Gulf Coast have? What metal and color choices are available? See Product Selection (see page 3). What should I be thinking about when I am designing or specifying a metal roof (as a property owner, a designer, and/or an installer)? What are some important considerations to keep in mind? See Roof System Design (see page 5). How does a metal roof get installed? Can I do this myself? See Installation (see page 8). How can I figure out how much material I need (and how much will it cost)? See Estimating Materials (see page 11). What about trim? What kind of trim do I need and how is it installed? See Trim Details (see page 13). How many fasteners do I need? What spacing should I use? How can I be sure my roof won’t blow away? See Load Tables (see page 17). What about building codes? See Appendix B (see page 33). What is the HVHZ, and what do I need to know about it? Short answer: if you’re not in Miami-Dade or Broward counties in Florida, you can ignore this. If you are working those two counties, see Appendix C (see page 36). Even with 50 pages, it’s just not possible to fit everything in one manual. Please check out our website at www.gulfcoastsupply.com for more information on panel profiles, colors, product approvals, project photos, and more. Or give us a call at (888) 393-0335. (888) 393-0335 | www.gulfcoastsupply.com 2 Gulf Coast Supply & Manufacturing reserves the right to change or delete information contained herein without prior notice or obligation to make changes to products previously purchased. Check www.gulfcoastsupply.com or contact Gulf Coast Supply for the latest version. Publication date: 08 March 2017 About this Manual (888) 393-0335 | www.gulfcoastsupply.com 3 Product Selection Product Lineup Gulf Coast Supply & Manufacturing produces the following hidden fastener (commonly referred to as standing seam) panels: GulfLok™ is a nailstrip panel, which is a snap-lock, clip-less system. GulfLok™ has a 1” tall (nominal) seam or rib on a typically 16” coverage panel. The nailstrip design provides slots for fasteners and eliminates the need for clips. As a snap-lock panel, the system does not require any special seaming tools, making GulfLok™ a popular choice for residential markets and light commercial projects. GulfSeam™ is a snap-lock, clip system. Similar to the GulfLok™, the snap-lock system does not require any special seaming equipment. The clip system gives more options to float out imperfections in the roof substrate. Gulf Seam has a 1¾” tall seam and typically a 16” coverage. The seam is a thicker, bolder seam, making the panel most suitable for upscale residential and commercial projects. VersaLoc™ and MegaLoc™ are mechanically seamed panels and require specific tools and equipment to seam together. This seaming process gives superior strength and weathertightness, at the cost of additional complexity of installation. The superior performance of these mechanically seamed systems make them the right choice for any project where strength and weathertightness are critical. Typically, these panels are installed on commercial projects, particularly metal buildings. VersaLoc™ has a 1½” tall seam, while MegaLoc™ has a 2” tall seam. Both panels are typically produced with a 16” coverage. Most profiles are available with striations, mini-ribs, or flat. To reduce the risk and visibility of oil canning, striations are recommended in most cases. Panel Materials Gulf Coast Supply produces roofing panels in 55% aluminum-zinc alloy coated 29ga, 26ga, and 24ga steel. Some panels are also available in 0.032 and 0.040 aluminum as well as stainless steel and pure copper. Depending on the project specifics, additional materials may be used for limited production runs. Paint Options Most panels are offered in three paint options. The Kynar®1 Fluropon® 70% polyvinylidene fluoride (PVDF) is the highest performing paint available, with superior UV resistance and outstanding color retention. The PVDF resin provides excellent chalk resistance while mostly ceramic pigments hold color well over time. The silicone modified 1 Kynar and Kynar500 are registered trademarks of Arkema Inc. Fluropon is a registered trademark of The Valspar Corporation. Galvalume is a registered trademark of BIEC International Inc. (888) 393-0335 | www.gulfcoastsupply.com 4 polyester (SMP) chemistry has improved vastly over the years, but still lags the PVDF resins in chalk and color performance. SMP paints are harder and can offer more scratch/abrasion resistance, but the hardness can also make them brittle. Finally, a mill-finish, bare/unpainted steel is available with an acrylic finish. The mill finish metal has a hot dip AZ55 aluminum-zinc coating (generally superior to galvanization and sometimes referenced by the tradename Galvalume®). Note that the mill finish will oxidize and darken over time and may not occur evenly. The mill finish is also susceptible to smudges or other markings during installation. Warranties Gulf Coast Supply & Manufacturing offers warranties for both corrosion of the base metal, as well as paint performance (chipping/peeling/cracking, chalking, and fading). Please refer to www.gulfcoastsupply.com or contact a sales representative (888-393-0335) for the most recent warranty information. Life-Cycle Costs A common objection to metal roofing is the perception that it is more expensive. This is really only a high “initial cost” — when considered over the life of the facility, the total “life-cycle cost” of metal is often lower than other roof options. The life-cycle cost considers the total expected cost to maintain and repair a building system over the entire life of the building. For example, a shingle roof might be expected to last 20 years while a metal roof may be expected to last 40 years. This means the property owner would have to purchase two shingle roofs but only one metal roof over a 40-year period. When considering life-cycle costs, the durability of metal roofing often results in a lower total cost of ownership than shingles, despite a higher initial cost. See the “Metal vs Shingles” page at www.gulfcoastsupply.com, which links to an ongoing study that projects 60-year life expectancies for some metal roofs. (888) 393-0335 | www.gulfcoastsupply.com 5 Roof System Design Design Philosophy The instructions and details presented in this manual are the manufacturer’s recommendation for a quality installation of metal roofing products produced by Gulf Coast Supply & Manufacturing. The manufacturer recognizes there are multiple acceptable methods of installation and that design and construction practices can vary widely by contractor, designer or locale. Furthermore, the recommendations contained herein are intended for a typical roof; the specifics of any installation may drive different requirements. The design of a facility falls along a spectrum which must balance cost and risk. An attempt to completely eliminate risk would result in a cost-prohibitive design that is overly conservative (refer to image). On the other hand, a design which accepts too much risk may fail and cause property damage, serious injury, or death. It is the responsibility of the designer to specify a design which establishes a balance between cost and risk that is acceptable for the intended facility use. Even an outstanding design will still require some maintenance and/or repair throughout the lifespan of the facility. The minimum standards in this manual provide a low cost, generally low-risk installation. Recommended components or design standards will further reduce the risk of water intrusion, wind damage, or other maintenance/repair needs. Water Tightness: • Pipes and other penetrations are common areas for leaks to develop. When these penetrations are necessary, take extra care to flash and seal properly. • Installing the proper trim items and panel closure strips will reduce the risk of water intrusion at roof edges and transitions, which are high-risk areas for leaks to develop. • Use of a quality underlayment on the decking beneath the metal panels provides an important secondary water barrier. Underlayment is required by code in many areas, and Gulf Coast Supply recommends it in most scenarios. Generally speaking, a synthetic self-adhering (peel and stick) underlayment provides the highest level of protection, synthetic through-fastened underlayment provides a mid-level water barrier, and asphalt roofing felt provides the minimum performance required by code (when applicable). • Gulf Coast Supply highly recommends use of full length panels that run from ridge to eave in order to eliminate end laps (another common source of leaks). • Exposed fastener panels (panels fastened directly through the panel) will have hundreds of holes where the fasteners are installed. The use of properly installed roofing screws with sealing washers should effectively seal these penetrations. A hidden fastener system (sometimes referred to as a standing seam roof) can virtually eliminate the risk of water intrusion at the fastener. • Metal on metal connections are typically not watertight unless a sealant (butyl tape or caulk) is applied between the metal pieces. Therefore, it is critical that sealant be used when watertight connections are required. Some examples of metal on metal connections are panels attached to trim, trim attached to trim, and panels attached to panels. Some Maintenance Issues Low Risk of Problems Denitely OK Overly Conservative (Too Costly) Unconservative (System Failure) (888) 393-0335 | www.gulfcoastsupply.com 6 Wind Performance: • The wind load which a roof experiences is based on location and dimensions of the building. Discontinuities, or areas where the roof changes direction/slope, will be exposed to higher pressures than the field of the roof. Typically roof pressures are described in three zones: zone 3 consists of corners, zone 2 includes edges (ridges, eaves, & gables), and zone 1 represents the field. • In most cases, exposed fastener roof systems fail when the fasteners pull out from the decking. Therefore, ensuring proper installation of fasteners is critical to achieve the desired wind performance. Gulf Coast Supply provides load tables which indicate the required fastener spacing for each roof zone in different wind speeds. • Roofs are typically designed primarily for “uplift” loads— the effect of a strong wind will essentially pull the roof upwards. Therefore, it is important to think of wind performance as a continuous “load path.” When the wind pulls upward on a roof, that force is transmitted by fasteners to the roof deck, which transfers the force by fasteners to the rafters/roof structure, which further transmits to the walls, and on to the foundation. The weakest link along the load path will cause the system to fail, even if all other components perform satisfactorily. A metal roof panel may be able to resist hurricane force winds, but if the fasteners have been overtightened and stripped out the plywood decking, the system may not perform as desired. Structural assessment and design can be a complicated endeavor, and the services of a qualified entity may be helpful/necessary. Oil Canning: • Oil canning is a visible waviness in the flat areas of a roofing panel. It is an intrinsic aspect of cold formed, light gauge metal panels but is typically an aesthetic issue only. Oil canning is not a defect and is not a reason for rejection. • The risk of oil canning can be reduced by selecting heavier gauge metals, specifying striations (large, flat areas are most prone to oil canning), ensuring a completely flat/square/level deck (deck imperfections will reflect through the panels), properly driving fasteners (over driving creates stresses in the panel), and ensuring proper handling and storage during construction (twisting/bending panels will introduce internal stresses). Dissimilar Metals & Galvanic Corrosion Dissimilar metals in contact are at risk for galvanic corrosion. To avoid this, a roof system must be properly designed and specified to ensure that dissimilar metals are not in contact with roof panels or located upstream2 of roof panels. Copper and lead present a particularly high risk of galvanic corrosion, and materials containing copper and/or lead must not be installed in contact or upstream2 of metal roof panels. Damage due to galvanic corrosion is NOT covered by warranties. Note that most treated lumber contains copper-based substances—metal roof panels installed in contact or downstream from treated lumber are at increased risk of galvanic corrosion and rust-staining. Wind Zones on Gable Roof Wind Zones on Hip Roof 2 Since virtually all metals will leach some particles into rainwater, any case of dissimilar metal installed such that rain runoff will travel from the dissimilar metal before contacting a metal roof panel is considered “upstream,” and presents an increased risk of galvanic corrosion and rust staining. (888) 393-0335 | www.gulfcoastsupply.com 7 Roof Slope/Pitch All Gulf Coast Supply roofing panels can be installed on slopes of 3:12 and greater (3” of vertical rise/drop for every 12” of horizontal run). For low slope installation below 3:12, please contact Gulf Coast Supply. Most panels can be installed to 1:12 slope if the side laps are sealed, and even lower slopes may be permitted on a case-by-case basis. Determining Roof Pitch/Slope 12” 3” (888) 393-0335 | www.gulfcoastsupply.com 8 Installation Storage and Handling Metal roofing panels are designed to shed water, not to hold water for an extended period of time. Thus, it is important to store panels dry—position a stack of panels away from standing water, elevate one end to allow water drainage, and cover loosely with a tarp as shown in the image. Storing panels under cover or indoors is recommended. Panels must NOT be stored in vicinity of: saltwater, corrosive chemicals, pressure treated lumber, fertilizer, or other chemicals. When handling panels, be sure to support the panel to avoid damage from bending of the panel. In general, no more than 1/3 of the length of a panel should be unsupported. Preparing the Roof Deck In most cases, the rafters or roof trusses will be covered with a sheathing material (plywood, OSB, etc.) which is then covered with underlayment. The design and construction of the roof structure and decking is outside the scope of this document. However, it is important to note that a poorly prepared roof deck will likely result in a poorly installed metal roof. The roof panels will generally match the shape of the roof deck—if there are ridges in the underlayment, uneven decking or other high areas, these imperfections will likely show through the metal panels. Order of Installation Typically, eave drip, valley trim, and transition trim are installed with the underlayment. Metal panels are installed next. Finally, ridge/hip caps, gable trim, and end/side wall trim are installed last. (Note that not all trims will be required in all cases.) Installing Metal Panels Install the first panel with the overlap side along the gable. It is common to measure one panel width along the ridge and the eave, and to chalk a line between these points. (See images) Aligning the panel edge with this line will help set the first panel. It is extremely important to set the first panel square; any deviation will ripple across all of the remaining panels. Typically, the first panel is attached on the gable end by driving fasteners through the panel directly to the deck. (This portion of the panel is then covered with Z-flashing and gable rake.) The other end of the panel will receive a clip or will be fastened through the nail strip. Measure one panel width along ridge Measure one panel width along eave Align rst panel with chalk line Nail strip and/or male leg on eld of roof Female leg on gable end of roof (888) 393-0335 | www.gulfcoastsupply.com 9 Installing GulfLok™ (snaplock, clipless system or nail strip) GulfLok™ installation begins as described above. The first panel is fastened to the gable end by driving fasteners through the panel near the female leg (opposite the nail strip edge). Next, the other side of the first panel is fastened through the nail strip. The next panel is snapped on by pressing the female leg of the next panel onto the male leg of the previous panel. Firm pressure is required to make this snap. The use of a white rubber mallet may be helpful but should be used with care. (Black rubber is more likely to mark the panels.) Once the panel is snapped, the opposite end is fastened through the nail strip. Continue this pattern across the roof section. Refer to the product approvals and the load tables in this document for fastener spacing and other special fastener requirements. The process of snapping and unsnapping the panels may cause permanent deformation of the outside edge of the female leg. It is recommended that the panels be snapped in place only one time. However, if the project requires it, the panels can typically be pried apart with a flat head screwdriver or claw hammer. Some installations require a Titebond sealant (or similar) in the seam. This provides extra watertightness performance, but also acts as an adhesive. The sealant should be applied to the inside of the peak of the female leg prior to installation of the panel. Once set, the panels may be very difficult to separate. Installing GulfSeam™ (snaplock, clip system) GulfSeam™ installation begins as described above. The first panel is fastened to the gable end by driving fasteners through the panel near the female leg (opposite the nail strip edge). Next, the male rib on the other side of the first panel is held down with clips. The clips are fastened to the roof deck with two or more low profile/pancake fasteners. The female leg for the next panel is snapped onto the first panel, clips installed, next panel snapped, and so forth. Continue this pattern across the roof section. Refer to the product approvals and the load tables in this document for clip spacing. Installing VersaLoc™ and MegaLoc™ (mechanical seam) VersaLoc™ and MegaLoc™ require the use of clips and special seaming tools. Typically, hand seamers are used to begin the seam, and a mechanical seamer can complete the seam. Gulf Coast is proud to partner with DI Seamers to provide mechanical seamers tailor built for Gulf Coast panels. Please see Appendix E for a copy of DI Seamer’s instruction manual and see http://gulfcoastsupply.diroofseamers.com/ for more information. Refer to the product approvals and the load tables in this document for fastener spacing Fastening Nailstrip Panels and Clips Correct installation of fasteners is critical to ensure performance of the roof. Overtightening can strip out the substrate, reducing the fastener pullout/withdrawal performance. Overtightening a nail strip panel can over- engage the panel and create a waviness the nail strip. Use drill/drivers, screw guns or similar tools with maximum RPM of 2,500. Depth-sensing nose pieces are recommended to ensure consistent tightening of fasteners. Impact drivers are not recommended as they may overdrive or damage the fastener. Install the number and spacing of clips and fasteners as required by the load tables contained in the product approvals and this document. Remove any metal shavings/fragments. Failure to brush off or otherwise remove all of these metal shavings will result in rusting. (888) 393-0335 | www.gulfcoastsupply.com 10 Field Cutting Metal Panels Tin snips or electric nibbler/shear tools are recommended for field cutting panels. Cutting a metal panel with any device will create small slivers of metal that must be removed from the panel to avoid rusting or damage to the panel. The use of circular saws or other abrasive cutting tools is not recommended as these tools will create significant heat which can burn the panel coating and may produce tiny, hot metal particles which can become embedded in the panel finish. Both of these conditions are likely to result in premature rust and corrosion of the panels. Care and Maintenance Gulf Coast Supply recommends that a metal roof be assessed annually to check for any damage or deterioration. This can be done from the ground in most cases (binoculars may be helpful). Consider visually assessing the following items: a. Look for water stains both outside and inside the building (if possible) that may indicate a leak. b. Check for missing, loose, or deteriorated fasteners. Thermal expansion and contraction of the metal, foot traffic, and wind-induced movement may back fasteners out or otherwise compromise the fastener performance. Overtightened/over torqued fasteners are especially susceptible to back out over time. Tighten or replace fasteners as needed. c. Assess condition of any visible sealant. Metal roof longevity studies indicate that sealants are often the first component to fail. Replace cracked or peeling sealant. Remove loose debris and clean the roof as needed. Mild biodegradable cleaners, household ammonia, or household bleach may be used when necessary (dilute ½ cup of 5% bleach in 1 gallon of water). Consult the warranty information or contact the manufacturer for more information on your specific system. (888) 393-0335 | www.gulfcoastsupply.com 11 Estimating Materials Panel Length Panel lengths can be determined by measuring the distance from ridge to eave, or estimated via the following method: Divide the building width in half and multiply by the appropriate slope factor shown. Add 1”-3” as desired to hem the panel ends at the eave and take off ½” to 2” gap at the ridge (if desired). For example, a 30’ wide building at a 5/12 slope would be: 30’ divided by 2 is 15’, times 1.083 is 16’-3” (round to nearest inch). Add 2” for hem and subtract 1” for a gap at the ridge for a final panel length of 16’-4”. Number of Panels Each panel has a specified “coverage.” The actual panel width will be greater than the coverage, however part of each panel will be overlapped by the adjacent panels, so the net exposed width is the coverage. To determine how many panels will be required, divide the eave or ridge length by the coverage. Round up to the nearest whole number. For example, a 30’-6” ridge length with GulfLok™ panels (16” coverage) would need: 30’-6” divided by 16” for 22.875 panels, which is rounded up to 23 panels. It is often a good idea to order one or more extra panels at the longest length on the job. Number of Fasteners The number of fasteners and clips depends on the panel selected and the fastener or clip spacing. The table below can be used to determine the number of fasteners by multiplying the square feet or linear feet by the factor shown. For example, consider a 5000-square foot roof with a GulfSeam™ panel using clips at 18” on center. This is pattern A18 for GulfSeam™, and will require 5000 square feet times 0.9 clips which gives 4500 clips. Clips are typically sold individually, while most fasteners are sold in bags of 250. Fasteners will likely also be used for some trim items (Z-flashing, panel starters, etc), and it is a good idea to order 10-15% extra fasteners just in case. 12” 5” 30” Roof Slope Slope Factor 1/12 1.003 2/12 1.014 3/12 1.031 4/12 1.054 5/12 1.083 6/12 1.118 8/12 1.202 10/12 1.302 12/12 1.414 Panel Type Fastener Pattern Clip Spacing (o.c.) Clips per sq. ft. Clips per lin. ft. Fasteners per sq. ft. Fasteners per lin. ft. GulfLok™ Pattern A 1 fastener in every hole N/A N/A N/A 3.2 2.4 GulfLok™ Pattern B 1 fastener in every hole + caulk N/A N/A N/A 3.2 2.4 GulfLok™ Pattern C 1 fastener in every hole + clip N/A N/A N/A 3.2 2.4 GulfLok™ Pattern E 1 fastener in every other hole N/A N/A N/A 1.6 1.2 GulfSeam™ Pattern A24 2 fasteners per clip, 16” panel 24”0.7 0.5 0.8 1.0 GulfSeam™ Pattern A18 2 fasteners per clip, 16” panel 18”0.9 0.7 1.0 1.3 GulfSeam™ Pattern A12 2 fasteners per clip, 16” panel 12”1.3 1.0 1.5 2.0 GulfSeam™ Pattern A6 2 fasteners per clip, 16” panel 6”2.7 2.0 3.0 4.0 Versa/MegaLoc™ Pattern D60 2 fasteners per clip, 16” panel 60”0.3 0.2 0.3 0.4 Versa/MegaLoc™ Pattern D48 2 fasteners per clip, 16” panel 48”0.3 0.3 0.4 0.5 Versa/MegaLoc™ Pattern D36 2 fasteners per clip, 16” panel 36”0.4 0.3 0.5 0.7 Versa/MegaLoc™ Pattern D24 2 fasteners per clip, 16” panel 24”0.7 0.5 0.8 1.0 Versa/MegaLoc™ Pattern S16/D16 2 fasteners per clip, 16” panel 16”1.0 0.8 1.1 1.5 Versa/MegaLoc™ Pattern D12 2 fasteners per clip, 16” panel 12”1.3 1.0 1.5 2.0 Versa/MegaLoc™ Pattern D12+ 2 fasteners per clip, 16” panel 12”1.3 1.0 2.3 3.0 Versa/MegaLoc™ Pattern S8/D8 2 fasteners per clip, 16” panel 8”2.0 1.5 2.3 3.0 (888) 393-0335 | www.gulfcoastsupply.com 12 For estimates, the rough factors below can be used to calculate approximate clip and fastener requirements. Number of Trim Pieces Most trims are sold in 10’ lengths. To calculate the number trim pieces required, measure each ridge, valley, eave, gable, etc., and divide the measurement by 10’. See the trim details later in this manual for more information on trims. Note that most trims require a minimum overlap of 4”. QuickQuoteTM Service Gulf Coast Supply is pleased to offer free of charge a QuickQuoteTM service which can create a detailed estimate of the panel and trim requirements for any roof requirements. This estimate can be created from satellite imagery (if available), blueprints/drawings, or even a simple sketch with dimensions. Contact Gulf Coast Supply for more details about this service. Panel Type Clips per sq. ft. Clips per lin. ft. Fasteners per sq. ft. Fasteners per lin. ft. 26ga GulfLok™ N/A N/A 3.3 2.5 24ga GulfLok™ N/A N/A 1.9 1.4 GulfSeam™ 1.1 0.8 2.1 1.6 Versa/MegaLoc™ 1.1 0.8 2.1 1.6 Notes: Sq. ft. values assume 16” panel. GulfSeam™ and Versa/MegaLoc™ clip spacing may vary widely–use these factors with caution. (888) 393-0335 | www.gulfcoastsupply.com 13 Ridge Valley Hip Gable Eave Trim Details Metal trim (referred to interchangeably as trim or flashing) is a critical component to provide a watertight roofing system and is required by code in specific areas. Flashing/trim consists primarily of specifically formed metal pieces to provide watertight details around corners, edges, penetrations, and other areas of the roof which are likely to leak. Some building codes may require more stringent or different standards than those contained herein—the more stringent requirement always takes precedence. Consult the applicable building code for each project to ensure code compliance. Gulf Coast Supply maintains a number of Florida Product Approvals (FPAs) that indicate code compliance with the Florida Building Code (FBC)3 and the High Velocity Hurricane Zone (HVHZ, defined as Miami-Dade and Broward counties)4. These products must be installed per the requirements of the FPA and this detail manual. Because intended uses of a structure and the design thereof will vary widely, it is not possible to prescribe a single standard that is suitable in every situation. Therefore, the owner, designer, and installer must develop and agree on the appropriate details and specifications to employ. For example, consider an unoccupied, 100 square-foot shed that is not located in a hurricane prone region. A much lower quality roofing system may be acceptable and appropriate for this use. Conversely, a large multiple story, multiple family residence on the beach in south Florida will have a much greater requirement for watertightness, structural performance, and resistance to wind driven rain. The details and commentary in the following pages are intended to provide a baseline, minimum standard that is acceptable for a low-end application (e.g. the shed described above). It is ultimately the owner’s responsibility (often delegated via contract to a designer and/or installer) to determine and select the details and specifications that are appropriate for each project. As the requirements of each project will vary, Gulf Coast does not warrant the fitness or suitability of any details or design for any specific project.5 Gulf Coast Supply may provide advice on design and details; however this is strictly limited to a manufacturer’s recommendation, and does not guarantee code compliance or fitness for use with a specific project. The services of a design professional should be employed if this is required. Common Trim Locations 3 Refer to Appendix B for FBC excerpts. 4 Note that the HVHZ has certain specific standards which are mandated by the FBC. These standards are summarized in Appendix C, but the FBC should be consulted as required to ensure compliance. 5 The one notable exception is the weathertightness warranty program, which may warrant the weathertight performance of a roofing system under specific circumstances. (888) 393-0335 | www.gulfcoastsupply.com 14 Eaves The bottom edge of the roof, or the eave, is protected with eave drip to provide a continuous metal surface for water to runoff from the roof to the ground. Fascia trim is recommended below the eave drip to fully cover the structural member. Except in unique cases, eave drip is installed before the panels. • The panel end must be hemmed onto the extended eave drip. If a flat eave drip is used (no extended eave or bullnose), install a panel starter and hem the panel end onto the panel starter. • 4” end lap (minimum). Sealant (caulk or butyl tape) to seal laps is recommended, but not required. • Fasten into roof deck with low profile fastener (or other suitable fastener). • Restraint of the exposed vertical face is not required for faces less than 4”. If desired, attach with an eave cleat installed prior to the eave drip, or fasten through the exposed face using fasteners with sealing washers. Ridges The top of the roof, or the ridge, is made watertight with a ridge cap. There are a variety of styles, sizes, and method of attachment, but the concept is the same. Butyl tape (or sealant) and foam closures are recommended to provide watertightness and protect against wind driven rain. Ventilated closures are available for most panels and should be used if ventilation is desired. • 4” end lap (minimum). Sealant (caulk or butyl) to seal the laps is recommended, but not required. • Slide open hem of ridge cap onto previously installed Z flashing. • Z flashing must be cut or notched to fit between the panel ribs and must be sealed to the panel flat and the ribs with appropriate sealants. The gap between the panel rib and the Z flashing should be less than 1/8” and must be filled with sealant. Attach ridge cap to Z flashing with rivets as required. • Box out the ends of the ridge cap. • For extra watertightness performance, the panel ends underneath the ridge may be turned up and sealed to the ribs. Hips Hips are similar to ridges, in that it is a high point where panels meet. Where hips differ is that a hip is sloped while a ridge typically maintains a constant elevation. Hips are made watertight with ridge cap as described and shown above, with the following additional notes: • Install from eave to ridge (bottom to top) so that runoff does not feed into an overlap. Gables The open sides of a roof, or gable ends, are protected with gable trim. There is a variety of styles, sizes, and methods of attachments, but two primary designs. Use butyl tape and other sealants as required to ensure a watertight seal between the roof panel and the trim. Fascia is recommended to fully protect the structural member. • 4” end lap (minimum). Sealant (caulk or butyl) to seal the laps is recommended, but not required. • Install from eave to ridge (bottom to top) so that runoff does not feed (888) 393-0335 | www.gulfcoastsupply.com 15 into an overlap. • Slide open hem of gable rake onto previously installed Z flashing and gable cleat. • Z flashing must be sealed to the panel flat with appropriate sealants. Attach gable rake to Z flashing with rivets as required. • Box out the bottom end of the gable. Valleys Valleys are low points where two slopes meet. Valleys are high risk areas for leaks and must be carefully flashed and installed. Valley trim is installed before the panels so that the panels can overlap and provide an uninterrupted drainage plane. • Panel end must be hemmed onto a panel starter that is installed in the valley. Install butyl (or other suitable sealant) between the panel starter and the valley. • 12” end lap (minimum). Sealant (caulk or butyl tape) to seal the laps is required. • Install from eave to ridge (bottom to top) so that runoff does not feed into an overlap. • The valley should be designed to keep the depth of water from the design rain storm from flooding the ribs. Transitions Some roof designs will include roof sections at different slopes. Where these slope changes occur, install a transition trim. Working from bottom to top, install the lower panels, Z-flashing on the lower panels, then the transition trim. Next, install a panel starter on the top edge of the transition, and install the upper panels. The transition trim will overlap the lower panels and underlap the upper panels to provide a continuous drainage path. Use of butyl tape (or sealant) and foam closures is recommended to provide a watertight connection and to protect against wind driven rain. The upper panels are installed over the transition trim to complete the uninterrupted drainage plane. A gambrel style roof may change slopes several times, with steeper slopes on the lower sections of the roof. Install gambrel flashing in the same manner as a typical transition trim. • 4” end lap (minimum). Sealant (caulk or butyl tape) to seal the laps is recommended but not required. • The top panel into a transition must be hemmed onto a panel starter installed in the transition trim itself. Install butyl (or other sealant) between the panel starter and the transition. • Slide open hem of bottom edge of transition onto previously installed Z flashing. • Z flashing must be cut or notched to fit between the panel ribs and must be sealed to the panel flat and the ribs with appropriate sealants. The gap between the panel rib and the Z flashing should be less than 1/8” and must be filled with sealant. Attach transition to Z flashing with rivets as required. • Install from eave to ridge (bottom to top) so that runoff does not feed into an overlap. Walls Where the peak of a roof section meets a wall instead of a ridge, an end wall trim is used. As with most trims, many different styles, sizes, and methods can be employed. The use of butyl tape (or sealant) and foam closures is recommended to provide a watertight system and to protect against wind driven rain. (888) 393-0335 | www.gulfcoastsupply.com 16 Similar to the end wall trim, when the side of a roof section meets a wall instead of a hip or a gable, a side wall trim is used. Side wall trim is installed similarly to the end wall. • 4” end lap (minimum). Sealant (caulk or butyl tape) to seal the laps is recommended but not required. • Both end and side wall trims are attached to Z flashings which have been previously installed. • Z flashing must be cut or notched to fit between the panel ribs and must be sealed to the panel flat and the ribs with appropriate sealants. The gap between the panel rib and the Z flashing should be less than 1/8” and must be filled with sealant. Attach transition to Z flashing with rivets as required. • Install from eave to ridge (bottom to top) so that runoff does not feed into an overlap. • There are a number of wall flashing options—two additional methods are shown to the right. Roof Penetrations Since penetrations are literally holes in the roof, and since holes in the roof cause leaks, it is of critical importance that all penetrations be properly flashed and sealed. Pipe boots are recommended for pipes (e.g. vent stacks) and should be installed as shown. Install pipe boots with a continuous bead of sealant and fasteners every 1” or more as needed to ensure a complete seal. Whenever possible, locate pipe boots in the flat of a panel, not on the rib. Skylights and chimneys are installed with a combination of end wall and side wall trims. Large penetrations (greater than 30” in width) typically require a structure called a cricket to divert water around the penetration. Panel Laps Gulf Coast recommends using full length panels, with a single panel running from ridge to eave. When this is not possible, the ends must be lapped a minimum of 12” and sealed completely with sealant or butyl tape. (888) 393-0335 | www.gulfcoastsupply.com 17 Load Tables Gulf Coast Supply maintains load tables for each product in various installation conditions. These load tables indicate the fastening requirements for the roof zones and wind speeds shown. Because building design and site considerations impact the wind load and response characteristics, these tables only consider a generic “typical” installation. These tables ONLY APPLY when the indicated requirements are met. Refer to each load table for the specific requirements. If unique considerations exist beyond the scope of this load table, the services of a design professional may be required. Subject to additional site-specific design fees, Gulf Coast Supply & Manufacturing is able to complete most engineering services required or to refer a third-party design engineer. How to use the load tables: If the intended installation meets the requirements listed, the tables provide a prescriptive design basis for selecting the appropriate fastener pattern and fastener spacing. Follow these steps to properly apply the load tables: 1. Determine Wind Speeds. Check with the local building department to determine if the municipality has adopted a wind speed requirement. Some municipalities permit the use of windspeed.atcouncil.org. If a wind speed is not prescribed, there are tables in ASCE 7 and the Florida Building Code which can be used to determine the design wind speed (see next few pages). Furthermore, some project specifications may stipulate a different requirement. Be sure to check all applicable sources. 2. Select the page for the appropriate panel profile. 3. Find the material (e.g. 24ga/26ga/29ga steel) and the substrate (e.g. plywood, 1x4 purlins, OSB) being considered. 4. Find the wind speed column for the selected material and substrate; note the fastener pattern for each zone. 5. Use the roof layout images to determine the location and extent of zones 1, 2, and 3. 6. Reference the fastener pattern images to determine the fastening details. Install the roofing panels in each zone with the required fastener pattern and spacing. Notes: • Fastener spacings shown are the maximum allowable spacings. Use of reduced spacing (i.e. installing more fasteners) is acceptable and meets the intent of these load tables. • Material thicknesses are minimum values. Use of thicker material (e.g. using 26ga instead of 29ga or using 0.040 when the table lists 0.032) is acceptable and meets the intent of these load tables. • Fasteners listed are minimum diameter fasteners. Larger diameter fasteners are acceptable and meet the intent of these load tables. • A dashed line indicates that the panel and substrate selected is NOT suitable for installation in that wind zone. • or exposure D locations, please refer to Appendix C. Methodology: • Uplift requirements are calculated using method 1 in ASCE 7-10. • Design uplifts are calculated from uplift requirements using ASD load combinations. No downward loads are considered as counteracting the design uplift. • Panel rated uplift capacities are reduced by factors of safety as required by FBC. • The de-rated panel capacities are compared to the ASD design uplifts calculated. (888) 393-0335 | www.gulfcoastsupply.com 18 Panel Uplift Ratings Each panel has been tested to TAS 125, UL580/UL1897, and/or ASTM E1592 in the various fastener patterns and substrates shown in the table. These ultimate uplift values are reduced by a factor of safety of 2.0 or as required by the Florida Building Code. For projects where the wind uplift calculations have been completed for a specific project, compare the ASD design uplift pressures to the panel capacity uplifts shown. (Note that the rated panel uplifts are reduced by a factor of safety of 2.0 or as required by FBC—therefore these panel capacity values may be compared to the ASD design uplift pressures.) Refer to Appendix A for 1x4 attachment requirements. (888) 393-0335 | www.gulfcoastsupply.com 19 Wind Speed Map Figure 26.5-1A Basic Wind Speeds for Occupancy Category II Buildings and Other Structures (excerpt) From ASCE 7-10. Refer to ASCE 7-10 for full map and further details. (888) 393-0335 | www.gulfcoastsupply.com 20 Section 1609 Wind Loads Figure 1609A Ultimate Design Wind Speeds, VULT , for risk category II buildings and other structures (888) 393-0335 | www.gulfcoastsupply.com 21 (888) 393-0335 | www.gulfcoastsupply.com 22 (888) 393-0335 | www.gulfcoastsupply.com 23 (888) 393-0335 | www.gulfcoastsupply.com 24 (888) 393-0335 | www.gulfcoastsupply.com 25 (888) 393-0335 | www.gulfcoastsupply.com 26 (888) 393-0335 | www.gulfcoastsupply.com 27 (888) 393-0335 | www.gulfcoastsupply.com 28 (888) 393-0335 | www.gulfcoastsupply.com 29 (888) 393-0335 | www.gulfcoastsupply.com 30 (888) 393-0335 | www.gulfcoastsupply.com 31 (888) 393-0335 | www.gulfcoastsupply.com 32 Appendix A: Reserved (888) 393-0335 | www.gulfcoastsupply.com 33 Appendix B: Building Code Excerpts The following excerpts are from the 2017 Florida Building Code (FBC), which is publically available here: https://codes.iccsafe.org/public/collections/FL. The FBC is based on the International Building Code (IBC), and the section numbering is identical in most cases. Typically the FBC is more restrictive, so the excerpts below are from the FBC. Building codes for other states are available here: https://codes.iccsafe.org/public/. These excerpts are provided as a courtesy reference only; always consult the local building department and a complete copy of the applicable building codes. FBC 2303.1.5 Wood Structural Panels Wood structural panels, when used structurally (including those used for siding, roof and wall sheathing, subflooring, diaphragms and built-up members), shall conform to the requirements for their type in DOC PS 1, DOC PS 2 or ANSI/APA PRP 210. Each panel or member shall be identified for grade, bond classification, and Performance Category by the trademarks of an approved testing and grading agency. FBC 1503.2.1 Flashing Locations Flashing shall be installed at wall and roof intersections, at gutters, wherever there is a change in roof slope or direction and around roof openings. Where flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than that provided in Table 1503.2. Exception: This requirement does not apply to hip and ridge junctions. FBC 1503.6 Crickets and Saddles A cricket or saddle shall be installed on the ridge side of any chimney or penetration greater than 30 inches (762 mm) wide as measured perpendicular to the slope. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. FBC 1506.2.1 Compatibility of Materials Roofs and roof coverings shall be of materials that are compatible with each other and with the building or structure to which the materials are applied. FBC 1507.1.1 Underlayment Unless otherwise noted, underlayment for asphalt shingles, metal roof panels, metal roof shingles, mineral surfaced roll roofing, slate shingles, wood shingles, and wood shakes shall conform to the applicable standards listed in this chapter. Underlayment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type Material Minimum Thickness (Inches) Gage Weight (lbs per sq ft) Copper 1 (16 oz) Aluminum 0.024 Stainless Steel 28 Galvanized Steel 0.0179 26 (zinc coated G90) Aluminum Zinc Coated Steel 0.0179 26 (AZ50 Alum Zinc) Zinc Alloy 0.027 Lead 2.5 (40 oz) Painted Terne 1.25 (20 oz) (888) 393-0335 | www.gulfcoastsupply.com 34 classification indicated in Table 1507.1.1. Underlayment shall be applied and attached in accordance with Table 1507.1.1. Exception: A reinforced synthetic underlayment that is approved as an alternative to underlayment complying with ASTM D226 Type II and having a minimum tear strength per ASTM D1970 or ASTM D4533 of 20 pounds (9.1 kg) shall be permitted. This underlayment shall be installed and attached in accordance with the underlayment attachment methods of Table 1507.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, VULT , equals or exceeds 150 mph. Table 1507.1.1 Underlayment Table Roof Covering Section Roof Slope 2:12 and Less Than 4:12 Underlayment Underlayment Attachmenta Roof Slope 4:12 and Greater Underlayment Underlayment Attachmenta Metal roof panels 1507.4 ASTM D226 Type I or II ASTM D4869 Type II, III or IV ASTM D6757 1 ASTM D226 Type II ASTM D4869 Type IV ASTM D6757 2 ASTM D1970 3 ASTM D1970 3 a Underlayment Attachment 1. Roof slopes from two units vertical in 12 units horizontal (17-percent slope), and less than four units vertical in 12 units horizontal (33-percent slope). Apply a 19-inch (483 mm) strip of underlayment felt parallel to and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36-inchwide (914 mm) sheets of underlayment, overlapping successive sheets 19 inches (483 mm), end laps shall be 6 inches and shall be offset by 6 feet. The underlayment shall be attached to a nailable deck with corrosion- resistant fasteners with one row centered in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm) o.c., and one row at the end and side laps fastened 6 inches (152 mm) o.c. Underlayment shall be attached using metal or plastic cap nails with a nominal cap diameter of not less than 1 inch. Metal caps shall have a thickness of not less than 32-gage sheet metal. Power-driven metal caps shall have a minimum thickness of 0.010 inch. Minimum thickness of the outside edge of plastic caps shall be 0.035 inch. The cap nail shank shall be not less than 0.083 inch for ring shank cap nails and 0.091 inch for smooth shank cap nails. Cap nail shank shall have a length sufficient to penetrate through the roof sheathing or not less than 3/4inch into the roof sheathing. 2. Roof slopes of four units vertical in 12 units horizontal (33-percent slope) or greater. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 4 inches (51 mm), end laps shall be 6 inches and shall be offset by 6 feet. The underlayment shall be attached to a nailable deck with two staggered rows in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm) o.c., and one row at the end and side laps fastened 6 inches (152 mm) o.c. Underlayment shall be attached using metal or plastic cap nails with a nominal cap diameter of not less than 1 inch. Metal caps shall have a thickness of not less than 32-gage sheet metal. Power-driven metal caps shall have a minimum thickness of 0.010 inch. Minimum thickness of the outside edge of plastic caps shall be 0.035 inch. The cap nail shank shall be not less than 0.083 inch for ring shank cap nails and 0.091 inch for smooth shank cap nails. Cap nail shank shall have a length sufficient to penetrate through the roof sheathing or not less than 3/4 inch into the roof sheathing. 3. Roof slopes from two units vertical in 12 units horizontal (17-percent slope), and greater. The entire roof deck shall be covered with an approved self-adhering polymer modified bitumen underlayment complying with ASTM D1970 installed in accordance with both the underlayment manufacturer’s and roof covering manufacturer’s installation instructions for the deck material, roof ventilation configuration and climate exposure for the roof covering to be installed. Exception: A minimum 4-inch-wide (102 mm) strip of self-adhering polymer-modified bitumen membrane complying with ASTM D1970, installed in accordance with the manufacturer’s instructions for the deck material, shall be applied over all joints in the roof decking. An approved underlayment in accordance with Table 1507.1.1 for the applicable roof covering shall be applied over the entire roof over the 4-inch-wide (102 mm) membrane strips. FBC 1507.4.2 Deck Slope Minimum slopes for metal roof panels shall comply with the following: 1. The minimum slope for lapped, nonsoldered seam metal roofs without applied lap sealant shall be three units vertical in 12 units horizontal (25-percent slope). (888) 393-0335 | www.gulfcoastsupply.com 35 2. The minimum slope for lapped, nonsoldered seam metal roofs with applied lap sealant shall be one-half unit vertical in 12 units horizontal (4-percent slope). Lap sealants shall be applied in accordance with the approved manufacturer’s installation instructions. 3. The minimum slope for standing seam of roof systems shall be one-quarter unit vertical in 12 units horizontal (2-percent slope). FBC 1507.4.4 Attachment. Metal roof panels shall be secured to the supports in accordance with the approved manufacturer’s fasteners. In the absence of manufacturer recommendations, the following fasteners shall be used: SECTION 1511 EXISTING ROOFING FBC 1511.3 Recovering versus replacement. New roof coverings shall not be installed without first removing all existing layers of roof coverings down to the roof deck where any of the following conditions occur: 1. Where the existing 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 additional roofing. 2. Where the existing 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. 4. When blisters exist in any roofing, unless blisters are cut or scraped open and remaining Materials secured down before applying additional roofing. 5. Where the existing roof is to be used for attachment for a new roof system and compliance with the securement provisions of Section 1504.1 cannot be met. Exceptions: 1. 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. Reserved. 3. The application of a new protective coating over an existing spray polyurethane foam roofing system 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 1507. (888) 393-0335 | www.gulfcoastsupply.com 36 APPENDIX C: HIGH VELOCITY HURRICANE ZONE EXCERPTS FROM THE FLORIDA BUILDING CODE The following excerpts are from the 2017 Florida Building Code (FBC), which is publically available here: https://codes.iccsafe.org/public/collections/FL. These excerpts are provided as a courtesy reference only; always consult the local building department and a complete copy of the applicable building codes. Key Requirements: • Underlayment shall be installed, and shall have an approved HVHZ product approval or Miami-Dade Notice of Acceptance (NOA). (Per requirements of TAS 100 testing.) • Roof deck shall meet the requirements of PS1, PS2, or ANSI/APA PRP 210. (FBC 2303.1.4) • Maximum on center fastener spacing perpendicular to rib shall be 12” in the field and 8” at the ends of a panel. Maximum on center fastener spacing parallel to rib shall be 12”. These spacing supersede the values listed in the load tables. (FBC 2222.4.2, 2222.5.1) • Fastening shall be sufficient to provide resistance for lateral movement as required by rational analysis. Note that in most cases the roofing deck should be designed to provide all necessary lateral resistance; diaphragm design is excluded from Gulf Coast product approvals. • Edge metal and flashing shall be installed in accordance with RAS 111. (FBC 1514.4.2) • Minimum slope: 2:12. (FBC 1515.2.2) FBC 2222.4.2 Structural Sheets Positive attachment of sheets shall be provided to resist uplift forces. Attachment shall be as set forth in Section 2222.3.1 and as required by rational analysis, and/or tests, but not less frequently than the following maximum spacing: 1. One fastener shall be placed near the corner of each sheet or at overlapping corners of sheets. 2. Along each supporting member, the spacing of fasteners shall not exceed 8-inches (203 mm) on centers at ends of sheets or 12-inches (305 mm) on center. 3. The spacing of edge fasteners between panels, and between panels and supporting members, parallel to the direction of span, where continuous interlock is not otherwise provided shall be not more than 12-inches (305 mm) on center. 4. Fastening shall be by bolting, welding, or other approved fastening device that provides a resistance to lateral movement as required by rational analysis or by test, but not less than 400 pounds per lineal foot (5838 N/m). FBC 1514.2 Flashings All roof flashing and terminations shall be designed and installed to resist the windload requirements of Chapter 16 (High-Velocity Hurricane Zone) of this code, and shall be in compliance with the provisions set forth in RAS 111. (888) 393-0335 | www.gulfcoastsupply.com 37 FBC 1514.2.1 Locations. Where flashing is of metal, the metal shall conform with the provisions of RAS 111. 1514.2.3 Metal Flashings and Terminations Metal flashing and terminations shall be of the material and thickness described in Section 1517.6 and RAS 111 of this code, and shall be designed and installed in accordance with RAS 111. FBC 1514.2.4 Metal Counterflashing Metal counterflashing shall be of the material and thickness described in Section 1517.6 and RAS 111 of this code, and shall be installed in accordance with RAS 111. FBC 1514.2.4.1 Metal counterflashing shall be built into walls, set in reglets or applied as stucco type and shall be turned down over base flashing not less than 3 inches (76 mm). FBC 1514.2.4.2 Metal counterflashing shall be side lapped a minimum of 4 inches (102 mm). FBC 1514.2.4.3 Metal counterflashing, where set in reglets or surface-mounted, shall be waterproofed, in accordance with applicable application standards. FBC 1514.2.4.4 Where metal counterflashing is used as the means of sealing (such as a vented system) it shall be set in an approved sealant, sealed with an approved adhesive on the top flange and all joints shall be sealed with an approved sealant and lapped a minimum of 4 inches (102 mm). FBC 1514.2.5 Roof Penetration Flashing FBC 1514.2.5.1 All pipes shall be flashed with approved lead sleeve-type, pitch pans or other approved methods detailed in the roofing system assembly product approval. Lead flashing shall not be less than 2.5 pounds per square foot (12.2 kg/m2). Flanges shall be a minimum of 4 inches (102 mm). FBC 1514.2.5.2 Other roof penetrations shall be suitably flashed with curbs, collars, pitch pans, in compliance with RAS 111 or an approved method, in compliance with the roofing system assembly product approval. FBC 1514.2.5.3 No roof penetration shall be located in roof valleys. FBC 1515.2.2 Minimum Slope All roofing assemblies must be installed in compliance with the slope requirements specified in the product control approval, in compliance with Table 1515.2. FBC 1515.2.5 Ridge Vents Ridge vents shall have a product approval, and shall be tested for wind driven rain in accordance with TAS 110 and Section 1523. System Type Slope Fibrous Cement Shingles 4:12 Metal Panels Architectural 2:12 Metal Shingles 4:12 Mortar or Adhesive Tile 2:12 Mechanically Fastened Tile 4:12 Asphalt Shingles Laminated 2:12 3-Tab 2:12 Quarry Slate 3 1/2:12 Wood Shakes 4:12 Shingles 3 1/2:12 (888) 393-0335 | www.gulfcoastsupply.com 38 FBC 1517.5 Fasteners FBC 1517.5.1 Nails shall be minimum 12 gage, annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch (9.5 mm) in diameter; and lengths sufficient to penetrate through the thickness of plywood panel or wood plank decking not less than 3/16 inch (4.8 mm), or to penetrate into a 1 inch (25 mm) or greater thickness of lumber not less than 1 inch (25 mm). Nails or wood screws shall be hot dipped electro- or mechanically galvanized to a thickness sufficient to resist corrosion in compliance with TAS 114, Appendix E, Section 2 (ASTM G 85). All nails shall be listed by a certification agency. All nail cartons or carton labels shall be labeled to note compliance with the corrosion-resistance requirements. No roofing material shall be fully or partially adhered directly to a nailable deck, unless otherwise noted in the roof assembly product approval. FBC 1517.5.2 Such fasteners shall be applied through “tin caps” no less than 15/8 inches (41 mm) and not more than 2 inches (51 mm) in diameter and of not less than 32 gage (0.010 inch) sheet metal. “Cap nails” or prefabricated fasteners with integral heads complying with this section shall be an acceptable substitute. All “tin caps,” “cap nails” or prefabricated fasteners with integral heads shall be tested for corrosion resistance in compliance with TAS 114, Appendix E, Section 2 (ASTM G 85), and shall be product control listed. All cartons or carton labels of “tin caps,” “cap nails” or prefabricated fasteners with integral heads shall be labeled to note compliance with the corrosion- resistance requirements. FBC 1517.6 Metal Roofing Accessories All metal accessories for roofs shall be not less than 26 gage G-90 galvanized or stainless steel, 16 ounce copper, 0.025-inch (0.6 mm) thick aluminum, lead sheet with a minimum 2.5 pounds per square foot (12.2 kg/m2) or equivalent noncorrosive metal alloys or composite materials manufactured for use as roof termination. All composite and nonmetallic flashing materials shall have a product approval. FBC 1517.6.1 Metal accessories may be of a manufactured, shop-fabricated or field-fabricated type, providing the materials and fasteners are in compliance with the minimum requirements of this code and shall be sized, designed and installed in compliance with methods set forth in RAS 111. FBC 1517.6.2 Gravel stop or drip edge profiles shall be as follows. FBC 1517.6.2.1 The vertical face shall be a minimum of 11/2 inches (38 mm) and shall extend down not less than 1/2 inch (12.7 mm) below the sheathing or other member immediately contiguous thereto. In all cases, the deck flange shall be not less than 2 inches (51 mm) in width. Gravel stop or drip edge shall be sized, designed and installed in compliance with RAS 111. FBC 1517.6.2.2 Gravel stop or drip edge shall be designed so that the bottom (the kick of the metal) of the drip edge shall have a minimum of 1/2-inch (12.7 mm) clearance from the structure. (888) 393-0335 | www.gulfcoastsupply.com 39 FBC 1518.2 Underlayments Underlayment shall be as defined in Section 1513. Underlayment shall be installed in compliance with the roofing component product approval and shall be in compliance with the following minimum requirements. FBC 1518.2.1 Underlayment shall be attached to a nailable deck in a grid pattern of 12 inches (305 mm) between the overlaps, with 6-inch (152 mm) spacing at the overlaps. FBC 1518.2.2 Where the architectural appearance of the underside is to be preserved, the underlayment shall be secured in accordance with Section 1519.5.2. FBC 1518.2.3 Tin caps and nails or cap nails shall be as defined in Section 1517.5.2. FBC 1518.2.4 Underlayment nails shall be as defined in Section 1517.5.1. FBC 1518.3 If the underlayment is a self-adhering membrane, the membrane shall be applied over a mechanically attached anchor sheet, attached in compliance with Section 1518.2.1. FBC 1518.4 All underlayment applications for prepared roof coverings shall be applied in compliance with the manufacturer roofing assembly product approval, and shall be not less than one of the following: (1) A double layer of an ASTM D 226 Type I, with a 19-inch (483 mm) headlap; or (2) A single layer of an ASTM D 226, Type II with a 4-inch (102 mm) headlap; or (3) A single layer of an ASTM D 2626 coated base sheet with a 4-inch (102 mm) headlap, and (4) All endlaps shall be a minimum of 6 inches (152 mm). FBC 1518.9 Metal Panels/Shingles FBC 1518.9.2 The entire application method of all metal panel/shingle systems shall be detailed in the product approval and RAS 133, as applicable. FBC 1518.9.4 Metal panel/shingle systems shall not extend more than 1 inch (25 mm) beyond the roof eave. FBC 1518.9.5 All intersections shall be flashed in metal as provided in Section 1517.6, RAS 111 and the roof assembly product approval. (888) 393-0335 | www.gulfcoastsupply.com 40 APPENDIX D: LOAD TABLES FOR EXPOSURE D (888) 393-0335 | www.gulfcoastsupply.com 41 (888) 393-0335 | www.gulfcoastsupply.com 42 (888) 393-0335 | www.gulfcoastsupply.com 43 (888) 393-0335 | www.gulfcoastsupply.com 44 (888) 393-0335 | www.gulfcoastsupply.com 45 (888) 393-0335 | www.gulfcoastsupply.com 46 (888) 393-0335 | www.gulfcoastsupply.com 47 (888) 393-0335 | www.gulfcoastsupply.com 48 (888) 393-0335 | www.gulfcoastsupply.com 49 (888) 393-0335 | www.gulfcoastsupply.com 50 (888) 393-0335 | www.gulfcoastsupply.com 51 APPENDIX E: DI SEAMERS INSTRUCTION SHEET Gulf Coast is proud to partner with DI Seamers to provide mechanical seamers built specifically for Gulf Coast panels. Please refer to http://gulfcoastsupply.diroofseamers.com/ for more information and for the latest instructions. This instruction sheet is accurate as of March of 2018. GENERAL This seaming guide is provided by Developmental Industries, Inc./D.I. Roof Seamers as the recommended procedure for seaming of your roof system. This guide is intended to be used with your Installation Guide and your project’s erection drawings. You are responsible for proper seaming of the roof in accordance with the erection drawings and this seaming guide, and in accordance with good engineering and construction practices. SEAMING KIT The seaming equipment will normally be provided as a seaming kit. The seaming kit will consist of the following: (1) Seaming Kit Shipping/Storage Container - Contains and protects the seaming tools during shipment and daily storage. (2) Roof Seamer - Electric Roof Seamer for forming your roof panel. The machine is specially equipped and setup for your particular roof panel. (3) Shipping Documents - Copies of your shipping information and certifications for each piece of equipment in the kit. (4) Seaming Guide - A Guide for basic use, operation and troubleshooting. (5) Hand Crimper(s) - These ARE NOT automatically included when you order your machine because some builders own their hand crimper(s). (6) Field Repair Kit - This kit contains some perishable items that may wear during your use of the machine and the tools to replace them with, if needed. Anything used from this kit must be replaced with the used part. Failure to do so will result in a charge for the missing items. RECEIVING & SHIPPING Upon receipt of the seaming kit, and before signing the shipping receipt, verify that the seaming kit is received in good condition without damage or loss of contents. If there is damage or loss, immediately file the claim with the shipper and notify D.I. Roof Seamers at 1-888-343-0456. Upon completion of roof seaming, promptly return the seaming kit to the D.I. Roof Seamers facility that your equipment was shipped from. HANDLING & STORAGE Always provide safe and secure handling of the seaming tools when in use. The machine and other parts can cause severe damage and injury if they fall, the machine should be tethered at all times while on the roof. The machine may be too heavy to carry up a ladder. Always hoist the machine onto the roof with proper lifting equipment or with a proper sized rope/tether attached securely to the machine. When starting and finishing the seaming machine at the edges of the roof, the operator and machine must be securely positioned and tethered so the that they can safely lift the machines on and off the seam. When running the machine in the down-slope direction, the machine will have greater inertia and coasting distance. When not locked on the seam, the machine can freely roll on its wheels. Always secure the machine to prevent its rolling or sliding off the roof. At the end of use or when the seaming tools are not in use, the machine must be stored in the seaming kit container, in a safe and dry area. The seaming tools must be cleaned and dried before storing. ELECTRICAL REQUIREMENTS & SAFETY The seaming machine motor requires a minimum electrical power supply of 20 amp @ 120 Volts @ 60 Hz AC. The electrical service and cords to the seaming machine must be of sufficient capacity to provide the full 20 amp @ 120 Volts at the seaming machine. If other tools or equipment are being used on the same service, the service and cord capacity must be increased accordingly. Low voltage due to insufficient cord size or excessive cord length will cause overheating and burnout of the seaming machine’s motor. RECOMMENDED EXTENSION CORD SIZE Verify the power cords are fitted with the correct plug for safe and secure electrical connection to the seaming machine. Insure that the power cords are properly grounded and that the service has a ground fault circuit breaker. Insure that the electrical cord is sufficient length to extend the full length of the area to be seamed without stress on the cord or its connections. Insure that the path for the cord is clear and that the cord is clear of snagging on the panel edges or Distance (Ft) 0-50 50-100 100-200 200+ Wire Gauge 12 10 8 6 (888) 393-0335 | www.gulfcoastsupply.com 52 entanglement into the seaming machine rollers. Insure that the cord is seated completely into the machine’s power port to prevent a faulty connection and damage to the motor. INSURANCE You should provide adequate insurance coverage on the seaming tools while they are in your possession and use. No credit will be issued if you lose the machine and you will be fully responsible for any and all rental charges plus the retail value of the Roof Seamer and the Seaming Kit including the case. SEAM TYPES Your project’s design and roof performance requirements govern which seam type is required. Different seam types may be required on specific areas of the same roof. In all cases, refer to the erection drawings to determine the required seam type and location. The 90⁰ Seam requires seaming the roof panel with the 90⁰ Hand Crimper at the eave, ridge end of the roof panel and at the endlaps. Then seaming the full length of the roof panels with the electric seaming machine. The 180⁰ Seam requires that the roof panel be previously seamed or hand crimped with the 90⁰ Hand Crimper. The starting point must be seamed with the 180⁰ Hand Crimper. Then re- seaming specific areas of the roof with the electric seaming machine. ROOF PERFORMANCE The roof panels must be correctly seamed before the roof system can provide its designed wind load and weather resistance capability. This means that an un-seamed or improperly seamed roof is subject to wind load failure and/or weather resistance failure. D.I. recommends that you “seam as you go”. This means that the roof panels should be seamed as they are installed. This minimizes the opportunity for modulation issues and other common installation problems PANEL INSTALLATION Insure proper installation of your roof panels according to the panel manufacturer’s instruction. Poor installation practices can result in faulty seaming. Such faulty seaming can result in seaming difficulty and objectionable seam appearance and in severe cases reduction in roof performance specification. You may use D.I.’s Panel Clamps to assist you in the installation of you panels. Contact us at 1-888-343-0456 or online at www.diroofseamers.com to order. 90⁰ HAND CRIMPING Orient the 90⁰ Hand Crimper onto the roof panel seam as shown. The stationary handle must be in the horizontal position and the operating handle must be rotated up to the open position. When the tool is correctly positioned on the panel, push the stationary handle down solidly against the top of the seam. While holding the stationary handle in the horizontal position, rotate the operating handle down to the horizontal position. This will form the seam. CHECKING THE FINISHED SEAM Rotate the operating handle to the open position, remove the tool and check that the seam is correctly formed. If the hand crimper does not correctly form the seam, DO NOT continue seaming and contact D.I. Roof Seamers Technical Support at 1-888-343-0456. ROOF SEAMER DIRECTION The direction of the seaming machine will be noted near the power switch or on the motor. Note the seaming direction BEFORE attempting to use the tool. MACHINE POSITION ON THE ROOF PANEL With the locking handle held up in the open position, set the seaming machine onto the starting end of the roof panel’s seam over the hand crimped portion of the seam. Roll the seaming machine forward to align the front tooling over the un-seamed portion of the seam. When the machine is in the correct position on the seam, pull the locking handle out to the locked position. The locking handle should lock with minimal resistance when force is applied. If the locking handle will not readily lock, roll the machine forward or backward slightly until a position is found where the locking handle will readily lock. If the locking handle still does not lock, check the hand crimping to be sure it is in proper form. Once the locking handle is locked, check that the machine’s tooling is properly engaged. CLEAN THE SEAMS The roof panel must be thoroughly cleaned of abrasive dirt or dust that can cause scuffing (888) 393-0335 | www.gulfcoastsupply.com 53 of scratching of the seam surface. The roof panel seams must be cleaned of grease or other contaminants which can cause seaming machine slippage and marking of the seam surface. RUNNING THE SEAMING MACHINE Check that the machine’s path is clear of power cords, tools, debris, tether lines, etc. Start the machine by turning on the machine’s toggle switch. Watch the machine and finished seam carefully for any indications of machine malfunction or faulty seaming. Caution: The seaming machine must always be in the vertical position while seaming. Do not allow the machine to tilt sideways when locking the machine onto the seam or while the machine is running. On roofs with high stand-off clips, walking or standing on the panel next to the machine can deflect the panel and cause the machine to tilt. Do not walk or stand on the panel next to the machine while it is running. STOPPING THE MACHINE Stop the machine by turning off the machine’s toggle switch. Always allow sufficient space for the machine to coast after turning the machine off. Do not run the machine into previously installed end dams or other obstructions. Note: The 180⁰ Seam will stop just short of the installed end dams approximately 12”. The seam should already be 90⁰ hand crimped at the ridge prior to installation of the end dams. The end dams are designed for 90⁰ Seams only. This does not affect the performance of the roof system. Caution: Stop the machine immediately and investigate any indication of machine malfunction or faulty seaming. If the machine does not correctly form the seam, DO NOT continue seaming and contact D.I. Roof Seamers Technical Support at 1-888-343-0456. UN-LOCKING THE MACHINE After the machine is turned off and has fully stopped, lift up the locking handle to the open position to un-lock the machine from the seam. Using the lift handle, the machine can be lifted from the seam. If the machine must be stopped and removed before completing the seam, use a felt marker to mark the position of the machine’s front wheel on the panel. The machine can later be repositioned on the mark to complete the seaming. CHECKING THE FINISHED SEAM At the completion of each seam, check the full length of the seam for any indications of faulty seaming. The seaming operation exerts high pressure bending forces on the seam. Under such conditions, minor burnishing, pressure marks and dark marking of the seam surface is normal and acceptable. Many markings may be removed with mild cleaning solutions or solvents. “FLIP FLOP” MACHINE NOMENCLATURE The following information identifies the operational parts of the “Flip Flop” seaming machine. DIFFERENCE IN SEAMING DIRECTION This machine is a very unique labor saving machine because it can form bi-directionally or can be two machines in one. The 90⁰/90⁰ machine can be run, then “flipped” to run on the adjacent seam to save “drag back” time. The 90⁰/180⁰ machine can be run as 90⁰ Seam then be “flipped” to run in the opposite direction on the same seam to form 180⁰ Seam. LOCKING THE MACHINE ON THE SEAM When the machine is in the correct position on the seam, pull the locking handle out to the locked position. The locking handle should lock with minimal resistance when force applied. If the locking handle will not readily lock, roll the machine forward or backward slightly until a position is found where the locking handle will readily lock. If the locking handle still does not work, check the hand crimping to be sure it is in the proper form. Once the locking handle is locked, check that the forming rolls are properly aligned. STARTING THE SEAMING PROCESS The basic seaming process of starting, running and stopping the “Flip Flop” machine is the same as described previously in this guide. Follow the same basic safety tips such as use of tether lines, stopping the machine near the eave and ridge, unlocking the machine, etc. Note: The 180⁰ Seam will stop just short of the installed end dams approximately 12”. The seam should already be 90⁰ hand crimped at the ridge prior to installation of the end dams. The end dams are designed for 90⁰ Seams only. (888) 393-0335 | www.gulfcoastsupply.com 54 FLIPPING THE “FLIP FLOP” MACHINE Flipping the machine to change the seaming direction is a three step process. The machine will need to be held aloft during this process in order to not damage the panel finish. Step 1: Using your index finger, lift up on the release trigger until you hear or feel the top plate disengage. Step 2: While still holding the seamer aloft, use your free hand to rotate the forming rollers to the next stage. Step 3: Continue to rotate the unit until the release trigger reengages and is stabilized with a clicking sound. The unit is now ready to be set onto the next work area. SEAMING MACHINE MAINTENANCE The seaming machine is a precision fabricated, high performance, portable roll forming machine. This relatively lightweight machine does the tough job of forming the extra strong 90⁰ and 180⁰ Seam finished seam under often rugged field conditions. Although designed for tough industrial use, the seaming machine requires proper maintenance to assure proper seaming and efficient, trouble free operation. Caution: Failure to properly maintain the seaming machine as instructed below can result in faulty or damaged seams and costly break-down of the seaming machine. FORMING ROLLERS The forming rollers require the following regular maintenance: (A) Assure that the forming rollers are free of dirt, grease, sealant/mastic, etc. (B) Spray the forming rollers with WD-40 (or equal). (C) Assure that the forming rollers are tight on their shafts. Check and tighten the roller’s retainer screws as necessary. (D) On painted roofs, especially during very hot or abrasive conditions, spraying or misting the seams with water, or a light lubricant such as WD-40, ahead of the seaming machine may significantly reduce burnishing and forming marking of the seam surface. (E) On very dry Galvalume roofs, spraying or misting the seams with water, or a light lubricant such as WD- 40, ahead of the seaming machine may significantly reduce seaming friction and Galvalume build-up on the forming rollers. (F) When 180⁰ Seaming, the increased seaming pressures may require spraying or misting the seams with water, or a light lubricant such as WD-40, ahead of the seaming machine, significantly reducing burnishing and forming marks of the seam surface. COOLING VENTS To prevent motor overheating, the motor has vents and an internal fan to provide cooling air flow over the internal motor parts. Check frequently to assure that these vents are kept clean and clear of debris, etc. While the machine is running, never cover the machine or place it in a position where the cooling air flow to the vents will be restricted. HOUR METER Your roof seamer may be equipped with an hour meter near the machine’s power port. This is used by D.I. Roof Seamers to track the maintenance of the machine. This meter will only run when the power switch is in the “ON” position. DO NOT attempt to alter or otherwise tamper with this meter. Evidence of this will result in additional charges. If the meter displays anything other than normal numeric values, please refer to the ELECTRICAL REQUIREMENTS & SAFETY section of this guide to insure proper power supply and contact D.I. Roof Seamers Technical Support at 1-888-343-0456 for instructions. For more information, instructional videos and much more, visit www.diroofseamers.com or call 1-888-343-0456. Copyright ©2012 | Developmental Industries, Inc. | Rev. 10.2 Used with permission. (888) 393-0335 | www.gulfcoastsupply.com 55 APPENDIX F: REVISION LOG 8 March 2018: First publication. Permit Number: RESA23-0007 Site Address: 320 PLAZA City, State Zip Code: Atlantic Beach, Fl 32233 Applied: 3/23/2023 Approved: Issued: Parent Permit: Parent Project: Applicant: <NONE> Owner: JEWELS WILLIAM C Contractor: <NONE> Description: ADD COVERED PORCH WITH FIREPLACE Finaled: Status: AWAITING CORRECTIONS Details: LIST OF REVIEWS SENT DATE RETURNED DATE DUE DATE TYPE CONTACT STATUS REMARKS Review Group: 2ND REVIEW 4/7/2023 4/7/2023 SUBMITTAL COMPLETENESS Permit Tech APPROVED Notes: 5 ATTACHMENTS from Jeff Floyd <fhfinc1@gmail.com> 4/7/2023 4/10/2023 4/21/2023 ZONING Zoning APPROVED Notes: 4/7/2023 4/10/2023 4/21/2023 BUILDING Building DENIED Notes: 1. Please resubmit the roofing installation manual highlighted on the pages that shows which panel will be installed and all of the other pages that contain information for that specific panel to be installed. Un highlighted resubmittals will not be acceptable. 2. The Hardie installation information submitted was for the trim pieces not the siding. Please submit the installation instructions and the Evaluation Report assciated the FL# submitted for the siding to be used. Be sure to add the include the correct FL# for that hardie material as there are 5 different types of siding that start with FL#13223; include the decimal point number. 3. Resubmittals may generate other review comments. 4/7/2023 4/7/2023 4/21/2023 PUBLIC WORKS Public Works NOT APPLICABLE TO DEPARTMENT Notes: Review Group: AUTO 3/23/2023 3/23/2023 SUBMITTAL COMPLETENESS Permit Tech APPROVED Notes: 6 ATTACHMENTS from Jeff Floyd <fhfinc1@gmail.com> Printed: Tuesday, 11 April, 2023 1 of 2 Permit Reviews City of Atlantic Beach 3/23/2023 3/28/2023 4/6/2023 ZONING Zoning APPROVED Notes: 3/23/2023 3/27/2023 4/6/2023 BUILDING Building DENIED Notes: 1. The structural engineered documents submitted need to be signed/sealed and dated. Please resubmit those documents revised/corrected. 2. The installation process and materials for siding, soffits and non-shingled roofing systems goes through plan review in Atlantic Beach, Fl. 3. Please submit the manufacturer’s installation instructions and the Evaluation Reports for the items mentioned in comment #2. All documents shall be digitally unlocked and able to receive plan review stamps from this department. 4. Resubmittals may generate other review comments. 5. The link to the revision/correction form is : http://coab.us/DocumentCenter/View/10495/Revision-Request-Correction-to-Comments-Route-Sheet- v20181017?bidId= 6. The email address to send resubmittals is : Building-dept@coab.us 3/23/2023 4/3/2023 4/6/2023 PUBLIC WORKS Public Works APPROVED W/CONDITIONS Notes: See Conditions of Approval that will be printed on Permit. 3/23/2023 3/28/2023 4/6/2023 PUBLIC UTILITIES Public Utilities NOT APPLICABLE TO DEPARTMENT Notes: Printed: Tuesday, 11 April, 2023 2 of 2 Permit Reviews City of Atlantic Beach