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Home My WebLink AboutEXTREME METAL-INSTALLATIONCy CON CEALED FASTENERS OR ATTACHMENTS ILE COPY ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD i METAL FABF�ICATOFlS SCANNE_ St. Lucie County ST. LUCIE COUNTY BUILDING DIVI REVIEWED FOR COMPLIANCE o Whom It May Concern: REVIEW BY DATE R PLANS ANb PE I' MUST BE KEPTO JOB SITE OR NO INSPECTIONS) WILL BE MADE Ps outlined in the Florida Building Code, Extreme Metal Fabricators, LLC will accept the installation of metal roofing panels over one layer of asphaltic shingles or modified bituminous roofing, assuming all requirements of the 2017 Florida Building Code Sixth Edition, all of Chapter 15, specifically Section1511 Existing Roofing, and/or 2017 Florida Building Code- Residential Sixth Edition, all of Chapter 9, specfcally Section 905.10 and Rerootina Section 908 have been met. It is important to ensure the existing substrate is not deteriorated, there is no entrapped moisture, meets all code requirements, and to install an approved separator underlayment between the existing roofing and the metal panels, such as those that comply with ASTM D226 Type I or Type II or ASTM D 1970, or ASTM D 4869. The roofing contractor of record must verify the aforementioned requirements. Having confirmed code requirements, installation in this manner is approved by Extreme Metal Fabricators, LLC as the manufacturer. Plywood sheathing must be minimum 15/32" CDX plywood or 3/4" wood plank, solid decking, fastened per FBC requirements. The wood substrate must be inspected.to ensure that it has not deteriorated and is acceptable as a suitable substrate for additional roofing, and is attached structurally per current codes. Fasteners used for metal roofing should penetrate minimum'/4" through structural decking or a .minimum of 1" penetration into a thicker wood substrate, to insure pull-out values remain the same. Consideration should be given to the unevenness of the underlying shingles, which may telegraph through the new metal panels. As in all metal roofing, "oil canning" is an inherent condition that can occur in the panels. Care should be taken during the installation, to observe the metal panels as they are installed, and adjust installation procedures, if possible, to help to minimize "oil canning". "Oil Canning" is an aesthetic issue not a structural issue, and not a cause for rejection. The energy savings that is normally observed after a new metal roof replaces the previously shingled roof, which has been documented to account for 20% - 29% savings, may be negated due to the underlying. shingles holding heat energy much longer than a metal panel installed without shingles beneath it. It is important to comply with all requirements of the Florida Building Code, Fire Rating requirements, and local code requirements. As always, authorities having jurisdiction, (building department) should be consulted, and approve your demolition and reroof installation methods, prior to beginning work. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT COMPLY WITHSALLRAPPLICABLE CODES. FILE COPY Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 & (772) 223-4055 (Phone) KEYSTONE (772)781-7492 (Fax) ' , APPxQiED meets the requirements of ASTM D 6222, Type 1, Grade G Features and Components APPeX 4.5M is used as a cap or flashing sheet in APP multi -ply roofing systems. Ceramic -Coated Roofing Granules: Specifically engineered for optimal embedment in the APP-blended sheet The ceramic coating promotes excellent long-term adhesion. APP (Atactic Polypropylene) Polymer and Asphalt gland: Provides an extremely durable sheet with excellentweathering characteristics, flexibility and dimensional stability for ease of handling and quick installations. Polyester Reinforcement Mat Provides bidirectional glass -scrim reinforcement and offers robust tear strength and puncture resistance, allowing for high wind performance and excellent hail rating, The sheet also exhibits strong dimensional stability and enhanced. elongation. Polyofefin Burn -Off film: Promotes ease of heat welding Ceramic•coated ` _ Roofmg Granules ry' y'4 J C� j � � ;''J•�: 1�,� fir, iM1� �',y�:e• sheet APP j FL Muddiedf° :...:_ GlassScrim-Reinforced ;' Flashna_ AsphaR _ - Polyester Mat Polyolefin Bum -off Film Colors: White, Black, Tan, Brown, Grey, Terra Cotta, Weathered Wood, Chestnut; Burnt Sienna, Red, and Slate. System Compatibility 7hispmductmaybeused asacamponerrtinMeIbWngs7yW& Please reference prodectapprrcaffanlorspecificinstallationmethadsandinkmiation. yy�g� R il.'wl t l I t 5 4 fi - Y ' f"N r ` '✓✓ �, i x st'tt l •.,l e.�. L L.. Corn bble with die selectedMuhi-plysystems above ' - Do not use in Angle Plysystems � Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Seff Adhered MF = Mechanically fastened FA = FUlly Adhered BA = Ballasted Energy and the Environment I t.. Inidal 3-yearAed Reln!!IY'4(ASTMC 1519), Mi rq r 026 027 fAST1(A:C li{7t) "'t o t . 0.87 0M So1Refectepce,Index*{SRII; EI9aD` 2525 Pre c�iis anefRecj�CTed Contie tL ' F , Oy =Pgst consUtnertiecjrcledColitiiiitt, t _k 0% P�eeya�k�Advantage® Guarantee Information a Garen tee;Temt Dependenton system* I Up to20years ToMactNTechnicalServicesforspecific system requiremetdsorguaranteetems. Codes and Approvals ., 'bsry�o COUS r o.a. comp a►eovEo ►.muawow��pwomd UL Class A ratings may be obtained in numerous constructions, both new and re -roof at slopes up to 1' per foot 183 mm/m). Refer to the Safe Use Instructions and product label prior to using this product The Safe Use Instructions are available by calling 1800) 922-BM or on the Web at www.im.com/ronfing. Product Application HeatWeld Referto JM APP modified bitumen specifications and detail drawings for application and slope information. Packaging and Dimensions Rall dth k 39 W 0 m) RotttengthN ` ' ,_ 32' 10'(10.01 in)I)clt'Cdvera e` 95.8 ff (8.9 m?) Rc1llNel 112lb (50.8 kg) p�rPaAet (tolLa25 3Pall�ts 'er�tricl�'* . 16 mQumes a g sme iap. **Assumes a 48' flatbed truck. RS4M 3-16(Replaces9-14) Meets the requirements of ASTM D 6222, Type I, Grade G Tested Physical Properties ASTM Standard for ASTM D Yi/ Physical op �� Tear Resistance ® 7W F D 4073 / 5147 z 701bf 1141bf 85 lbf 1 Peak Load at0°F(-18°C) D5147 z601bffin-width 1331bffin-width 107lbffin-width Peak Load at73.4°F (23°C) Unconditioned D 5147 z 50 Ibff n-width 83 Ibf(n-width 63 lbffin-width 90-Day Heat Conditioned D 5147 / 5869 z 50 Ibffin-width 102lbf1in-width 67 Ibffin-width Low Temp.Fle)abilo Unconditioned D5147 Pass @3z°Frume of the Pass ®180° F Mandrel (Pass -Fail) 90-Day Heat Conditioned D 5147/ 5869 specimens show cracidng• Pass LowTemperature Unrolling (Pass -Fail) Unroll in 4 6s; "unrolled° D 5636 Pass®41° F'none afthe Pass -' Visual Inspection in position specimensshowcracldng' t o Compound Stability - 2 hr 15 min ® 230 F (Pass -Fail) D 5147 Pass'nofailures showing signs of flawing, dripping, or drop formation Pass Granule Loss D 4977/5147 2 g (0.07 oz) 1.8 g (0.06 oz) Thickness D 5147 z 160 mils 160 mils m or Bottom Coating Thickness D 5147 2 30 mils 53 mils Water Absorption- water by distillation D5147/95 02% 0.6% ,.< Moisture Content distillation Y D5147/95 51 % 02% `- Ultimate Elongation at 73.4°F (-18°C) D 6222 t 30 % 53% 62% X'r Y Elongation at Peak Load ® 0° F D 5147 z 10 % 12% 10% x Unconditioned 05147 z 23 % 51 % 59% Elongation at Peak Load ®74.4° F 90-Day Heat Conditioned D 5147/ 5869 z 23 % 41 % 32% Dimensional Stability - 24 hr @ 176° F D 5147 / 1204 s 1 % 0.20% 0.10% Net Mass per UnitArea D146 A511J/100ftl 97lb/100ftz *MD =Machine Direction **XMD = Cross -Machine Direction Note: All data represents tested values. Refer to the Safe Use Instructions and product label prior to using this product The Safe Use Instructions are available by calling (800) 922-5922 or on the Web at wvvw.im.com/roofing. RS-43g2 3-161Replaces S-14) U iJ SECTION1507 REQUIREMENTS FOR ROOF COVERINGS 1507.1 Scope. Roof coverings shall be applied in accordance with the applicable provisions of this section and the manufacturer's installation instructions. 1507.1.1 Un+derlayment. 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 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, V,lt, equals or exceeds 150 mph. UNDERLAYMENT TABLE Roof Covering Roof Slope 2:12 and Underlayment Section Less Than 4:12 Attachments Un layment ASTM'b226 e I or Asphalt 4869 e Type 1 shingles 1507.2 II, III or IV ASTM D6757 Concrete and Clay Tile 1507.3 ASTM D1970 Roof Slope 4:12 and Underlayment Greater Attachments Underlayment ASTM D226 Type II ASTM D4869 Type 2 IV ASTM D6757 ASTM D1970 3 See Section 1507.3.3 U ASTM D226 Type I or Metal roof II ASTM D4869 Type panels 1507.4 H, III or IV ASTM D6757 ASTM D1970 ASTM D226 Type I or Metal roof II ASTM D4869 Type shingles roofing II, III or IV ASTM 1507.5 D6757 ASTM D1970 ASTM D226 Type I or Mineral- II ASTM D4869 Type surfaced roll II, 111 or IV ASTM roofing 1507.6 D6757 ASTM D1970 ASTM D226 Type I or II ASTM D4869 Type Slate shingles II, III or IV ASTM 1507.7 D6757 ASTM D1970 Wood shingles ASTM D226 Type I or 1507.8 II ASTM D4869 Type II, III or IV Wood shakes 1507.9 ASTM D226 Type I or Photovoltaic II ASTM D4869 Type Shingles II, III or IV ASTM 1507.17 D6757 ASTM D1970 aUnderlayment Attachment ASTM D226 Type II 1 ASTM D4869 Type IV ASTM D6757 2 3 ASTM D1970 .3 ASTM D226 Type II 1 ASTM D4869 Type IV ASTM D6757 2 3 ASTM D1970 3 ASTM D226 Type II 1 ASTM D4869 Type IV ASTM D6757 2 3 ASTM D1970 3 ASTM D226 Type II 1 ASTM D4869 Type 2 IV ASTM D6757 3 ASTM D1970 3 ASTM D226 Type II 1 ASTM D4869 Type 2 IV Limited to roof ASTM D226 Type II slopes 4:12 and ASTM D4869 Type 2 Greater IV ASTM D226 Type II 1 ASTM D4869 Type .2 IV ASTM D6757 3 ASTM D1970 3 1. 1.Roof slopes from two units vertical in 12 units horizontal (I7-percentslope), 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 3/4 inch into the roof sheathing. 2. 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. 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 D 1970 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 D 1970, 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.