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RF-07-327
. • • • • • . , . • • • • • • • . . .. . • • • • • • .i.eirF7©211111112707,31 • S• :• •: ... • • • • • C IRIlding Code 1ciitidsi i1470:4: 1 • • Y: : • .. 4, ,.;',' . zcneunikumPennft11"44:66:;: : • C 't-'-•., '.0,:,.- „....,•-• .. el--_,1,--J1). 1.1) .iiii1-1....0 • . , ',, .. ' ::: . : : • II:. Master Peri* No. i4ct.15;M;s Contractor% None Kawxleg Roa ilelsit‘,.. job Address q/15 AA Poy..5ftore. Pr • FICHEASISSOFEL • tilLow Slope 0 Itechsticelly Fastened The 0 Asphaltic 0 Metal Penelffiltingles Shinipes 0 Prescriptive SUR-RAS 180 ROOF TYPE • • o fAcuter/Adresive Set Tile O Woad tildnOwiShakes titles Roof b Reroofing 0 Ramming • 0 lb** 0 Wirdntauftwe ROW SYSISA WORMATION Low Slope Roof Area (SF) • Stew Sloped Roof Area (SP) Wild (SF) ............. fiftigkaliatataild • Match Rena Pitut MertrateeN levels and sections, roof drains, scuppers, ~flow scuppers and overflow drains. keluck, Omissions of sectiontwid km*, derail, Identify dmensists of dented pressure zones and location of parapetti. 15.32 111111111111111111111111111V111111111111111111111.111111111741MPSN UUUUUUUUUUUUUUUUUUUU 111111111,111111111111111111111111111111111111111111111111111111111111N111 NUM 1111111111111111111111111111111111111111111111111111111111111 LI11111 1111111111111111111111111111111111111111111111111111111111111111111111111111111 NMI 1111111111111111111111111111111111111111111INII1IIIIIIRIM111111111111111111 111111111111MemuoiemmumillIMINI111111111111111111111 UIt;h'Iii'Th 1165 '!3ig Vitimill11111111111111111111111111111111111111 1111 mine 111111111111111111111111111111111 111111.11101011iimismouraMIUMI111111111111111111111111 mmenuml: =Kul. 11.1.11111111 BIT TART eve= To TH ALL DEMI. STATE AND COUNTY RULES AND REGULATIONS „oi,NGrefe) PLICIRIDA MUMS CIXE —MONO • • ••• .. ••'it : • • • • • •• „ •. • • . • • • • LILt NT . STRUCTURES • • • • •.• Florida Building Coda Edition po4 : . • Hurricane zone U,n trm'Para IppHellaerr Fitrp. Sectbarl Q(Low MDR, tutor} Fill andiiden specific tents Of a component is not used, identify as "NA ") System Manufacturer; C A r Product Approval No.: n3 - ©5v I I v5 Design Wind Pressures, From RAS 128 or Calculations: P,tax1: �5 8no3 PmexEri 31 *4 Max. ct Approvtd system: -r wpm r.cr f -e Slow 0 AnchoriDase Sheet & NB. of Piy(s _. Andlornisse Sheet g hvadatIon Base iffier: er 1 6111' Base bin Size and TMolmsse 1/21 )001-1 Top insulation Layer: Top insulation Size and Titiclmass: Tbp insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet FasteneNBonding Material: �n► Sheens) a Road Ply(a) ca p ► 7 I ber )a 6 PlY art ho- &Sp 6, Top CLF iner4 M -1 Capsbeet' lbp FLORIDA BUILDING CODE — BUILDING . • . • •. • ••• • • • • • Strrfacin .• •..:• . • • • • :.. ..• " • • • tre Lap, E Rows Rekt "cc Perin r: " cc ! Lap, 8 Rows .� " oc Corner: " on Wisp, * Rotas ® " cc Number of Fasteners Per insulation Board: Reid Perimeter Corner Illustrate Components Noted and Details as Woo blocldng, Gutter, Edge Terminallon, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, e iMoate: Roof Height Height Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Oft miner J ca sheer L3,3eek1LJ �giirt '� a:--p burp As S • • ••. • • ••• • • •�• •••.• • '•• • ••• • • • • • • • • ••• • • • • • SECTION 112. • •; •'. • ••• HIGH VELOCITY HURRICANE ZONES REQUIRED O ERS NQtIFICA71QIl FOR ROOFING CONSIDERATIONS• • : MI_ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAH GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • •.• • •••• • • • • • •• • •. ••. • • • • • • • • ••• • • • • • • • • • • • • • • • .•. • • • • • • • • • •• • •'• • •. • • • • • • • plAmiltMIigCOUNTY, FLORIDA • • • SETItCIDADEIILAOLER BUILDING • • •• 14.0 WEST FLAdLER STREET, SUITE 1603 o .• MIMI, FLORIDA 33130.1563 • • • : ; • • • (30 ) • l 3A,A,1:1 FAX (303) 375 -2963 • •• • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, ramify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requires is of the applicable building code. This product is approved as described herein, and has been designed to comply with the Irigh Velocity Hurricane ane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up -Roof System for Concrete Decks. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words MamiDade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #100- 0403.02 and consists of pages 1 through 28. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03-0430.14 Ern Date: 11/06/08 Approval Date:10131/03 Page 1of28 ROOFING SYSTEM APPROVAL Category: Roofing Sub-orv: BUR Deck Type: Maximum Design Pressure Fire Classification: • • 0041 • 00 • '; • • • •• 00 ••. • • • • • • • 00• • • • • • • • • • 5410 • • • • • • • • • • • • • • • • • • • • • ••• Concrete -457.5 psf See General Limitation #1 • • • • • •• • • • • • •.0 0•• • .55 • • • • • • • • • .. • 41.41 • • .• •• ••41 00 • •5• t 5 • • •• '• ..' • '• ' • • • •410 • 00* TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat@ Emulsion OVlairixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Meted 301) GAF Jetblak All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt GAFGLAS® #75 Dimensions 5, 55 gallons 60 lb. & 100 lb bags 5 gallons 1, 5 gallons Test Scation ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 2824 Product Mutton Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield@ Granules shall be used for flashing applications only. Surface coaling for smooth surfaced roofs. Fibered aluminum coating. 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons 5 gallons 100 lb: cartons, bulk 39.37" (1 meter) Wide Mineral colloidial bituminous emulsion with reflective aluminum flakes. ASTM D2824, Non- Fbered. aluminum pigmented, asphalt Type I roof coating. ASTM 1)312, Interply mopping and surfacing asphalt TPyesI, II, III and N1 ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. NOA No: 03- 0430.14 Expiration Date: 11/06/08 Approval Date:10131/03 Page 2 of 20 Product GAFGLAS #80 UltimaIm Base Sheet GAFGLAS FIexPlyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID MOP Smooth RUBEROID ULTRACLAD® SBS RUBEROID MOD Asphalt, Asphalt L & Asphalt P RUBEROID® Modified Base Sheet Ruberoid® Mop Granule Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide various • 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 sq. roll 101 lb. 60 lb. kegs 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Suecification ASTM D4601 ASTM D 2178 ASTMD2178 ASTM D 3909 ASTM D3672 ASTM D 4897 ASTM D3672 ASTM D 4897 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D4601 Type IL Type 02 BUR MTM D 6222 ASTM D5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 • • ••. • ••'•• • • •• •• • •• ••• • • • • ••• • • • • • • • • �• • • • • • Asphalt impregnated and coated, fiberglass hate The spjjt.'tn ir8gnat j glass felt with fi t . :: •.. Type 1V asphalt impregnate$ glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral grimules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non woven polyester mat coated with polymer wed asphalt. Does not have a factory applied surfacing. Woven fiberglass mat coated with polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. SEBS modified asphalt Premium glass fiber reinforced SBS- modified base sheet. Non- woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. NOA. No: 03-0430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 3 of 28 • • ••• • :•' •• • • • :'• •• ••• • • ••• • • • • ••• • • • • • • • • • • • • • • . • • • • •• • • •.• • ••• • •:• Deck Type 31: Concrete Decks, Insulated • • • • • • • • • ••• •.• • • Deck Description: 2500 psi structural concrete or concrete plank System Type D(1): Anchor sheet adhered with approvedph ltyall less of y ,Rlation adhered with approved asphalt. •. • •; ; • • ... • .1 • •• • • • • :. •• ••• • • • • • • • ... • • • • • • • • • • • •' • • • • • • Ply Sheet: Two or more plies of GAFGLAS® P1314 ®¢r Al L S Flc Ply 6p1 v sheets adhered in a full mopping of app rove asphalt applied fithin MOW range and at a rate of 20- 401bsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® ie f Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied a �tha:d XY • gge.'aiid.�t'a rate of 20-40 • 1bs./sq. • • Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400lbsq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Pibered Aluminum Roof Coating, at 1.5 galisq. or GAF WeatherCoat® Emulsion at 3 gal./sq. Maximum Design Pressure: -90 psf (See General Limitation #9.) NOA No: 03- 0430.14 Expiration Date: 11M/08 Approval Date:10/31/03 Page 23 of 28 • • ••• • •'• • • • • • •• "; ••• . • " • • • • • ••• • • • . • . • • • • • • • • • • • • • • Deck Type 3: Concrete Decks, Non Insulated • • • • • • ••• • •• ••• • • • Deck Description: 2500 psi structural concrete or concrete plank • System Type F(1): Base sheet adhered with approved asphalt. • • •.. ... • • . . •• ' •• • • • • • • • :.. ••• All General and System Limitations shall apply. Base Sheet Install one ply of GAFGLAS® #75, GAFGLAS #80 Ulltima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS FlexPly TM 6, GAFGLAS® STRATAVENT® Eliminator Perforated (laid dry), RUBEROIDTM Modified Base Sheet or RUBEROID® 20 directly to the primed deck. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40lbssq. Ply Sheet (Optional, required when used with RUBEROID 20) One or more plies of GAFGLAS® PLY 4® or GAFGLAS FlexPly 6 ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs:/sq. Cap Sheet (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbdsq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 13 gal./sq. or GAF WeatherCoate Fmnfsion at 3 gal./sq. Maximum Design Pressure: -90 psf (See General Limitation #9.) NOA No: 03-0430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 24 of 28 • • ••• • ••.•• • • • • • •• •• '•• • • • ••• • • • • • • • • • ••••••• • • . • • Deck Type 3: Concrete Decks, Non - Insulated • • • • �• . • ••• • • Deck Description: 2500 psi structural concrete or concrete plank • • • • • • System Type F(2): All General and Base Sheet Ply Sheet Cap Sheet: Surfacing: Base sheet adhered with approved aspMlt, • • • • • . System Limitations shall apply. • . . . • ; • • • Install one ply of GAFGLAS® #75, GAFGLAS #80 • • ••• • • • • • • •• • • • .• • • •• •• • • Ulltima. Base Sheet, GAFGLAS® PLY 4®, GAFGLAS FlexPlyTm 6, RUBEROID174 Modified Base Sheet or RUBEROID® 20 directly to the primed deck. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs sq. One or men plies of GAFGLAS® PLY 4® or GAFGLAS FlexPly 6 ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered hi a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lbfsq. and 300 lbfsq. respectively in a flood coat of approved asphalt at 60 lb /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 galisq. or GAF WeatherCoata Emulsion at 3 gal./sq. Maximum Design Pressure: -4573 psf (See General Limitation #9.) NOA No: 03- 0430.14 Expiration Date: 11/06✓08 Approval Date:10/3103 Page 25 of 28 • • ••• S. •• • • • •• •• ••• • • • • • • • • • •e• • • • • • • • • • • • • etas • • • • • • eta. • • • • • • •'• • •• • i•• ••• Deck Type 3: Concrete Decks, Non - Insulated • ; • • • • • • • • • • IS. ••• •I• • • • Deck Description: 2500 psi structural concrete or concrete plank • • System Type F(3): Base sheet GAFGLAS® STRATAVF•li'f�P osted.losp llid dry. • ••• . • • • All General and System Limitations shall apply. ..' •� •� Base Sheet: GAFGLAS® STRATAVENT® Eliminator Perforated, lose laid dry. Ply Shit: One or more plies of GAFGLAS® PLY 4® or GAFGLAS FlexPly 6 ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: ( Optional) One ply of GAFGLAS ®Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Frbered Aluminum Roof Coating, at 1.5 gal./sq. or GAF WeatherCoat® Emulsion at 3 gal./sq. Maximum Design Pressure: -90 psf (See General Limitation #9.) NOA No: 03443014 Expiration Date: 11/0608 Approval Date:10/31/03 Page 26 of 28 i• • ••• • • • • • ••, • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • ••• • • • ••• • • • • • • •• •• CONCRETE DECK SYSTEM LIMITATIONS: • • ; •' • • ; • :: • • •• • ••• ••• • • • 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall 1180f)efornvil to, let nnine fastener patterns and density. All testing and fastening design shall bt,in: h'°Cit e, Tag Application Standard TAS 105 and Roofing Application Standard RA* woaldtipns shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Con.§d1tari • NOA No: 034430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 27 of 28 •• •• •:• • • • ••• • • • • ': •S •••• • • • • • • • ••• • • • i• • •i• • • • • • s • •i • ••• • • GENERAL LIMITATIONS: • • • i • • • • • • i • • • i • • • • 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. • • • • i2. Insulation may be installed in multiple layers. The first ldjien ill att ieV.in appliance with Product Control Approval guidelines. All other layers shall lie idlivrtdpr In mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs sq., or ra8clutnitadly attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved . asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is requited on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" oc.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a mausimum design pressure of -45 pd. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize; the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0430.14 Expiration Date: 11/06/08 Approval Date:10/31l03 Page 28 of=