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RF-12-985Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174257 Permit Number: RF -5 -12 -985 Scheduled Inspection Date: July 17, 2012 Inspector: Bruhn, Norman Owner: DENIS, CAMILLE AND MARIE Job Address: 10330 NW 2 Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (786)426 -7904 Parcel Number 1121360161090 Phone: 954- 979 -2137 Building Department Comments RE -ROOF FLAT ROOF Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 16, 2012 For Inspections please call: (305)762 -4949 Page 11 of 27 I Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 bla��2_ vieht4 stJII. ING PERMIT APPLICATION JUN d 2612 L, BY: 1\— -- FBC 20 Permit No.2T5) - Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 4O3 Ai VV ptv/A-v-e City: Miami Shores County: Miami Dade Zip: ✓ T3 /SO Folio/Parcel #: / I I2] 314 ( j( )! C Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ,befl f'S 4 iha f C_G ► I) Q Phone#: S 7 q %v% Address: / 033b N City: d f ( a ' f' - State: Tenant/Lessee Name: Email: Zip: 33 /S-6 Phone #: CONTRACTOR: Company Name::, At-roomp S . Phone #: fO7 gre3 sCgd? Address: LC 71- ) ) 1 +a iii tr' I City: Qualifier Name: State Certification or Registration #: C CC 3 .2i Contact Phone #: 6 7 DESIGNER: Architect/Engineer: State: _Et.. a , zip: 3 3 L/q Alalue of Work for this Permit: $ / l I Tr- Square/Linear Footage of Work: t 3, 41 f Type of Work: Addition DAltera Description of Work: New DRepair/Re i lace DDemolition Color thru tile: *** *** * * **** ** ** ** * * * * * ** ****** *** ***es9* * **** ***a*** ***** * ** **x**+x**** *** * * * * ** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 'ef) ) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa wner or A The foreg day : f ing instrument was ac o is personally known to me or who has pr uced Signatur The forego' , day of As identification and who did take an oat NOTARY P IC: t �`�o . p �� o� � FF N', Sign: / �'�� My Commission xpires: Contracto g instrument was ac. 1, __ 1:- a P =for- m- ' 1s L h s personally known to me or who has produced ication and who did take an oath. NOTARY P I LIC: Sign: A, ,, ter,/ P t:" l/ My Commission Expires: STATE OF FLORIDA Comm# EE149903 Expires 3/10/2016 ****************** *+***+x +*******s•*** ****+ *** * * ************ ******+ x+ x****+x*******$.* *******+ * ** **+x ******* * *** ** APPROVED BY glit a Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10107)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk `May 11 12 03: 12p L Burnett 3 052552171 ►tl a —mm mmm.s Miami Shares.Viiiage APPROVeO"-- xBY .'4 -- - OATS -' ZONING DEPT BLDG DEPT 6 V SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COLINTY RULES AND REGULATIONS • x at sc sc at N 3052552171 JOt111: /v .r.... %� cum Ei I OOFING MEASURE SHEET a Coarul.nt T's C. 1.4 • HAWN 1 Gloats I Oawn+P'ouis 1/1]' - Chat a LP Lit TOW sglunr tai. R.1 UM Taw house *404+PVAIN WA Mina') LQW SIAM, St.AT V+�xa a3 14 tPkWela Farm* 1.1G llk I IMW 1.11 1.1■ T. 1.14 1.11 ►6p tar Via t I. Si 0.1S-61 5FCR ADDITi4UAL WWI BU p1 & lira,l.t 1- .moo EMESMIZECNIMI ii �w we ° =mum n ilmiummommo Told Rgu.n he Total Squ.millowm. W V&A' S4i Pf ICiI YULTiPLiiit TAUS �� ������ 1 11114 Wit ®� ' 5.1. Sit 1.41 5.14 141 1.# 1.14 tw Section C Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER Product Approval (NOA): uas- uazz.u4 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Corners: psf psf psf Maximum Design Pressure From NOA: psf Roof Slope: Parapet Walls: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: " : 12 Roof Mean Height No 0 Yes Parapet wall Height: " olc ft. Built up Roof Fire Barrier. Vapor Barrier: N/A Anchor Sheet: one #75 Base Anchor Sheet Fastener / Bonding Material: ASTM Type 4 Asphalt Insulation Base Layer Size & Thickness: it 2 N' Insulation Base Layer Fastener/ Bonding Material: Insulation Top Layer Fastener / Bonding Material: N/A Base Sheet(s) & No. of Ply(s): ` #75 Base Base Sheet Fastener / Bonding Material: IMMINUINICOMMINIMI Ply Sheet(s) & No. o y(s): GAFGIass Ply 4 Two plies Ply Sheet Fastener / Bonding Material: ASTM Type 4 Asphalt ft. GAFGIass Mineral Surfaced Modified Cap Sheet Top Ply Fastening / Bonding Material: ASTM Type 4 Asphalt Surfacing: Granules SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: N/A Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: N/A " 1/2 Sheet Width: ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: " o/c @ Laps & 2. Perimeter: " o/c @ Laps & rows " o/c rows " o/c 3. Comer. " o/c @ Laps & I rows Ill " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter Insulation Fastener Type : 3. Comer. WOOD NAILER TYPE AND SIZE: Wood Nailer Fastener Type and Spacing: EDGE & COPING Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment: Annular Ring Shank Nails 4" o/c Coping Material: Coping Size: -- COPING METAL SIZE N /A- Hook Strip Size: Parapet Coping Metal Attachment: - COPING METAL HOOK STRIP N /A- N/A Concrete Deck Wood Blocking "Delivering Excellence Every Day" Miami-Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: 1NTERPLIES CONTINUOUS CLEAT MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE • _ - _ ANCE (NOA) G ' aterial Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (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 AHJ may immediately revoke, modify, 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 requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Veloci Hurricane Zone of the Florida Building Code. DE ON: GAF Conventional Built-Up-Roof System for Concrete Dec LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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. TERNIINATION 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 Miami -Dade 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 revises NOA No. 08-0221.04 and consists of pages 1 through 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0922.04 Expiration Date: 11/06/13 Approval Date: 05 /05/10 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub- Category: Deck Type: Maximum Design Pressure Roofing BUR Concrete -457.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Leak BusterTM 5 gallons MatrixT' 103 Cold Process Adhesive LeakBusterTM 3, 5 gallons Matrix"' 204 Wet/Dry Roof Cement LeakBusterTM 3, 5 gallons MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterr' 5 gallons Matrix"' 304 Non - Fibered Aluminum Roof Coatings LeakBusterTM 5 gallons Matrix"' 305 Fibered Asphalt Emulsion LeakBusterT' 5, 55 gallons MatrixTM 307 Premium Asphalt Primer Leak BusterTM Matrix"' 322 Elastomeric Roof Coating GAF Mineral Shield® 60 lb. & 1001b Granules bags Test Specification Product Description ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D3019 ASTM D3409 ASTM D2824 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fibered aluminum coating. AST' D2824, Non - fibered. Aluminum pigmented, asphalt Type I roof coating ASTM D1227 ASTM D41 ASTM D1653 ASTM D12 ASTM E470 ASTM D6038 ASTM D1863 Surface coating for smooth surfaced roofs. Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Surface coating for smooth surfaced and mineral surfaced roofs. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. NOA No.: 08- 0922.04 Expiration Date: 11/06/13 Approval Date: 05/05/10 Page 2 of 19 Product TOPCOAT® FireShield MB, FireShield SB TOPCOAT® EnergyCoteTM Elastomeric Coating TOPCOAT® Surface Seal SB Dimensions 5, 55 gallons GAF Built -Up 100 Ib. cartons, Roofing Asphalt bulk GAFGLAS® #75 Base Sheet GAFGLAS® #80 Ultimarm Base Sheet GAFGLAS® rM 39.37" (1 meter) Wide Test Specification ASTM D412 ASTM D21 ASTM D1475 ASTM E1644 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide GAFGLAS® Ply 4 GAFGLAS® Mineral 39.37" (t Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated eter) Proprietary ASTM D412 ASTM B117 ASTM C794 ASTM G21 FTMS141.6271 ASTM D21 ASTM D1475 ASTM E1644 ASTM D312, Types I, II, III and IV 39.37" (1 meter) wide 39.37" (1 meter) Wide GAFGLAS® Flashing various ASTM D 4601 Product Desc�ption Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Interply mopping and surfacing asphalt Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet. ASTM D2178 ASTM D2178 ASTM D3909 ASTM D3909 Energy starTM Title 24 Compliant ASTM D3672 ASTM D4897 Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteTM Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. NOA No.: 08- 0922.04 Expiration Date: 11/06/13 Approval Date: 05/05110 Page 3 of 19 Product GAFGLAS STRATAVENT® Eliminator Nailable RUBEROID® MOP Smooth RUBEROID® ULTRACLAD ®SBS RUBEROID® Modified Base Sheet RUBEROID® Mop Granule RUBEROID® Torch Smooth RUBEROID® Torch Granule RUBEROID® Torch FR RUBEROID® Mop Plus RUBEROID® Mop FR RUBEROID® 20 RUBEROID® 30 RUBEROID® 30 FR Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 sq. roll 101 lb. 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 39.37" (l meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D4897 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D4601 Type II, Type G2 BUR ASTM D6222 ASTM D5147 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description 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 modified 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. 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. Asphalt impregnated, coated felt, surfaced with mineral granules. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. NOA No.: 08-0922.04 Expiration Date: 11/06/13 Approval Date: 05/05/10 Page 4 of 19 Product RUBEROID® EnergyCapTM SBS 30 FR RUBEROID® Mop 170 FR Vent Stacks (metal and plastic) Test Dimensions Specification 39.37" (1 meter) ASTM D6163 Wide 39.37" (I meter) ASTM D6164 Wide ASTM D5147 APPROVED INSULATIONS: Product Name EnergyGuardTM RA Polylso Insulation & EnergyGuardTM RN Polylso Insulation EnergyGuardTM Composite EnergyGuardTM Fiberboard EnergyGuardTM Polylso ergyGuardTM Perlite EnergyGuardTM Recover Board Structodek® TD Structodek® SECUROCK® Dens Deck ®, Dens Deck Prime ®, Dens Deck DuraGuardTM APPROVED FASTENERS: Fastener Number 1. N/A Product Name Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules with factory applied EnergyCoteTM. Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. TAS 100(A) One way valve vent used to relieve built -up ASTM DI929 pressure within the roof system. GAF Vent ASTM D635 Stacks are available in metal or plastic. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board Flame Resistant High Density Wood Fiber board. Insulation board Gypsum board Water resistant gypsum board N/A Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Blue Ridge Fiberboard, Inc Blue Ridge Fiberboard, Inc USG G -P Gypsum Corp. TABLE 3 Product Description Dimensions Manufacturer (With Current NOA) N/A N/A NOA No.: 08- 0922.04 Expiration Date: 11/06/13 Approval Date: 05/05/10 Page 5 of 19 Deck Type 3I: Concrete Decks, Insulated _. Deck Description: 2500 psi structural concrete or concrete plank System Type A(2): Insulation layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ftz N/A N/A nergyGuardTM Perlite Roof Insulation Minimum 1" thick Structodek ®, Structodek® TD, Dens Deck® Minimum 3'z" thick N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. All insulation shall be adhered to the deck in full mopping of approved asphalt within the EVT range and at a rate of 20-40 lbs/100 ftZ. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® PLY 4, GAFGLAS® FlexPlim 6, RUBEROID® Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® F1exPly 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 or GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: (Optional) Apply any surfacing/coating option listed in Table 4. Note: Chosen- Eemrponents -must he appl lied according to manufacturer's application instructions. Maximum Design Pressure: -270 psf (See General Limitation #9.) NOA No.: 08- 0922.04 Expiration Date: 11/06/13 Approval Date: 05/05/10 Page 8 of 19 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 be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically 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 required 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" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap 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 Ibs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 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 lbf. 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to 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 (i.e. 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 IAPPROVED NOA No.: 08-0922.04 Expiration Date: 11/06/13 Approval Date: 05/05/10 Page 19 of 19 f . a(1°`''' Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: 1F@MEWM7 la MAY 302012 �omovoa ®oevmm ®m ©____ -_ BC 20 Permit No. IA r 9 Master Permit No. BUILDING ROOFING /033e7 N ' Z Ave- I4 i11-01 f l-- --s3fT0 County: Miami Dade Zip: 3 3 (re City: Miami Shores Folio/Parcel #: 1 1 ` 21 34 -.01 ' / 0 90 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 0'A' 1 S CA Ait 11-Z Address: i 03 3 o ti W Z- A V City: /'l i"A M ' Pi -ore. 5 State: /GC Zip: 3 31 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: • Company Name: /A e. Ne "'`G Pet ®t HKit J4 e 5�'�v1�Gs Phone #: ''5 - j q- /Sa Address: 7"i S' /'4 /`lAry 7 -A,2- City: er i.eZot /J1 Qualifier Name: Q €A, R o her-1$ Phone #: State: Zip: 33421z- State Certification or Registration #: 666 o.g 3Z 7 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: A/ /A Phone #: Value of Work for this Permit: $ 1 L/ 752. Square/Linear Footage of Work: 3 7 O O Type of Work: Addition ❑Alteration UNew 'Repair/Replace ❑Demolition Description of Work: /\ e- Color thru tile: ******** ** *** * * * * * * * * * *** **** **** ** ** ** Fees************* *** ******** * **************** * ** Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 326 Pedip /Company's Name (if applicable) AJA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the .#erson whose property is subje to attachment. Also, a certified copy of the recorded notice of commencement must be posted at tG' job site for the first inspecti i + seven (7) days after the building permit is issued. In the absence of such post; notice, the inspection ;;o, - , . oved and a reinspection fee will be charged. Signature Sign :'' er or Agent Contra The fore o' g instrument was acknowledged before me this�7� The foregoing ins • r ent was acknowledged before me this Z 41 r day of Lh , 20 0, by .1J,1/JIS //L LB , day of "A\/ , 20 / Z, by CZo.i" N.✓ /eo bortj , who is personally known to me or who has produced who is ovally known to me who has produced ✓ As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: JO W4.) —AZ .A-51 My Commission Expires: JOHN ROOMS ItIO RAW PUBLIC STATE OF FLORIDDA • Comm# EE190149 Expires 417/2016 NOTARY PUBLIC: Sign: Print: My Commission Expires: OR NOTARY PUBLIC STATE OF FLORIDA • Comm# EE149903 Expires 3/10/2016 *** * *,x ****** ******* : *** ***************** *** :,x**** **** ** *,xx *** *** ** * * * *:x*, *** *******, x*: x*******x:****x,********* APPROVED BY 7.5741.i Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami -Dade My Home My Home rear a,la;F lade. o Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator raProperty Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2136 -016 -1090 Property: 10330 NW 2 AVE Mailing Address: CAMILLE DENIS &W MARIE A 234 NE 99 ST MIAMI FL 33138 -2435 Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE. CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,870 Lot Size: _ 8,125 SQ FT Year Built: 1950 $50,000 / $59,517 WEST MIAMI SHORES City: SEC B PB 46.35 LOT 6 Legal BLK 10 LOT SIZE 65.000 Description: X 125 OR 9905 -1684 12771 OR 09905 -1684 1277 00 Assessment Information: Year: 2011 2010 Land Value: $40,300 $44,850 Building Value: $172,781 $173,248 Market Value: $213,081 $218,098 Assessed Value: $109,517 $107,899 Exemption Information: Year. 2011 2010' Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemabion/ ETaxab en/ Value: Value: Regional: $50,000/ $59,517 $50,000/ $57,899 County: $50,000 / $59,517 $50,000/ $57,899 City: $50,000/ $59,517 $50,000/ $57,899 School Board: $25,000/ $84,517 $25,000/ $82,899 Sale nformation: Sale Date: 12/1977 ACTIVE TOOL- SEL:E"LtTi;. fraNN Aerial Photography - 2009 0 113 ft My Home 1 Property information 'property Taxes I My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory! Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site 2002 Miami -Dade County. All rights reserved. Page 1 of 2 MIAMMADE Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/24/2012 Miami -Dade My Home Page 2 of 2 bale Amount: ,uuU Sale 0/R: 09905 -1684 Sales Qualification Sales which are qualified Description: View Additional Sales Additional Information: Click here to see more information for this property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments Environmental Considerations http: / /gisims2.miamidade.gov /myhome /propmap.asp 5/24/2012 Ma 11 12 03:12p L Burnett 3052552171 p,7 HOME IMPROVEMENT CONTRACT PLEASE READ THIS Branch Name: Miami Branch Number: 60 Installation Address: Purchaser(s): Date: q/ / / 2 � 6537 ,vi Sold, Furnished and Installed by: THD At-Home Services, Inc. d/b /a The Home Depot At -Home Services 674 S. Military Trail, Deerfield Beach, FL 33442 Toll Free (877) 678 -5554; Fax (954) 574 -5187 Fein # 75- 2698460, FL Lic #�CCCC058327, MCI 5070 }933, /CRC046858 t City State • • Zip Home Address: (If different from Installation Address) City State Zip E-mail Address (to receive project communications and Home Depot updates): ❑ 1 DO NOT wish to receive any marketing emails from The Home Depot Project Information: Undersigned ( "Customer"), the owners of the property located at the above installation address, agrees to buy, and THD At -Home Services, Inc. ("The Home Depot ") agrees to furnish, deliver and arrange for the installation ( "Installation ") of all materials described on the below and on the referenced SpecSheet(s), all of which are incorporated into this Contract by this reference, along with any applicable State Supplement and Payment Summary attached hereto and any Change Orders (collectively, "Contract "): Job #: R "tiraai Reference) s✓ z (q7 (t..1 oofing ❑Siding ❑ Windows ❑ Insulation ['Gutters / Covers ❑Entry Doors ❑ Z. c1.262- $ f y ,./ . ['Roofing ['Siding ❑ Windows ❑ insulation ❑Clutters / Covers ❑Entry Doors n ['Roofing ['Siding ❑ Windows ❑ Insulation ❑Gutters l Covers ❑Entry Doors ❑ $ ['Roofing ['Siding ❑ Windows ❑ Insulation ❑Gutters f Covers ❑Entry Doors ❑ $ 10% of Contract Amount due upon execution of this aontracf. Certain forms of payment may require 1(K} % paynaesat pit. to the stns oft e project Total Contract Amount '' '? Customer agrees that, immediately upon completion of the work for each Product, Customer will execute a Completion Certificate (one for each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable. each Customer under this Contract agrees to be jointly and severally obligated and liable hereunder. • The Home Depot reserves the right to issue a Change Order or terminate this Contract or any individual Product(s) included herein, at its discretion, if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural problem with the home, environmental hazards such as mold. asbestos or lead paint, other safety concerns, pricing errors or because work required to complete the job was not included in the Contract. Payment Summary: The Payment Summary # 6 0 `i - let included as part of this Contract, sets forth the total Contract amount and payments required for the deposits and final payments by Product (as applicable). NOTICE TO CUSTOMER You are entitled to a completely filled -in copy of the Contract at the time you sign. I)e not sign a Completion Certificate (note: there is one Completion Certificate for each listed Product as defined by individual Spec Sheets` before work on that Product is complete. In the event of termination of this Contract, Customer agrees to pay The Home Depot the costs of materials, Iahor, expenses and services provided by The Home Depot or Authorized Service Provider throng`, the date of termination. plus any ether amounts set forth in this Agreement or allevted under applicable taw. .177. W ME Il F.P1 . MAX ifilz'FH} ,1) rd%'OUNTS OWED TI :7100n FROM. T.« DEPOSIT F �•.z 11y;fr ": i all," PAYMENTS rah, +;a `' 'tt/^e rrr y r r'rn, _.x, q,.M.. DFkaOr ",,.. , .,I1'1`:ra ,a- C°'• - ,-- SUCH A OUNT S. ",. _ F ... e�., . :.,.tietarex: et cep; his w '.::7 u:idcrslanra, 4cceptedii>v Cuotitneel'.s sta •greerreant is ._.. t "'t' !e<n i ;: 1 .. ., _•`i:)r 's. _ __r u_ni C _ -1 • ) '7nC•ti : : %. -_. .......- .iccep s the terms of and has - cii.ie :vati u 3it ,.. :zr,:'en1on .w Date <`s // 42- X Customer's Signature Date CANCELLATION: CUSTOMER M&Y CANCEL THIS AGREMMVF WITHOLT PENALTY a3R.. OBLIGATION -°iDN BY DELIVERING WRITTEN NOTICE TO 11-i% HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DA:! AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BYLAW IN CUSTOMER'S STATE. Submitted b.: Sales Consultant's S Telephone No. X azure Date Soles Consultant License No. (as applicablcl NOTICE: ADDITIONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE PART OF TDB CONTRACT Pnge l or2 10-25-11 C -SC Whfte — branch File Yellow —Customer CFN: 20120369106 BOOK 28123 PAGE 2007 DATE:05/24/2012 10:01:52 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY A BUNGED ,NOTICE a MUST Be POSTED 114 COMMENCEMENT r T INSPECTIDI PEFI$AIT NO. STATE OF FLOWN COUNTY OF M -QAC T A X ?OUO N o . i i oZ) sot Lo 10 170 THE UNDERSIGNED Ninety gives notice that improvements MI be made to certain reel moG % and aeaordaroe with Chuepter 113 Florida Statute*. the foaming inflamedan is provided In tilts Nodes d Cammsnosment. I. Legg thus of 2. Clescrtptlan of Impalement stnd/addrsse P M �`...'L L1 :.i4 Space etrae r+serves fet use d ne ordMp erase 3.OWner(si nee* end address interest rn propsdp r 14.2 . Namme and oldies* d fen simple 4. f � � S. Suisty: {Payment bond required Namo, ackiresil and phone renew ew Amount of bond 3. ei Lenders none and addieeir. 7. Persons within the State of Ronda designated by Owner upon whom melees or atm, dominants Section T1U.13i1i{s17., Florida StaWtes, be served as provided by Name, address and ptarnsinxnber. " 8. In addition to hermit Owners the following person(e) to receive a copy d Me Llenor's Notice as 713.13(1 Ronde Statutes, p►ovlded In Seetiort Name, addles. and phone number: �; lw any) ---- -- eon oronetaooary . f 9. Expiraticn date of this Nodes el Commencement Y1►a►A{Yft#r#717 OWNED ANY PAYAAEfT9"� "�"arw dtle rr t y� I�sa au►drrdyo+�+w.t a d!<Nwe Wb y � WARNING TO . ,,. I VTH OWNER AFTER 'nEpQ CnQNOFTISENO1ICEOPCOt41 ..r 713 :'Aril 1. SEC.7tO1t 71 11 f MUTES. AND S RESAT IN YOUR iMPRO IEMEMTS TO YOUR A N OP CCM OR RECORDING �NNPt? YQtf '4-+ q� YOUR umER OR A T EY g JOS SITE C8�C1�E THE t?A y,: r y WORK Signature(*) of Prepsred Sy Frint Nanss Trtt STATE OF R.QPoDA COUNTY OF MLAM1 -0A0E Authorized OfficeetirecteriPsdner /Mona tlj Prepared ► Print None 1� TTfefomce ON before MS MIS �, r day of s raw1nelner U ersoonaltyr knovm, '^ age. 12 {'yam 41, ge•ta- Under penalties of p that the facts stated • Sign By -um mops las VW I have read rile, foregoing and sr, to the beet d my knowledge and beef.. er{a}s Aumenzed OsieseDirecice/PartnethVian By LAWRENCE 14 BU TT ' = MY COMMISSION a EE151851 EXPIRES Der 08, 2015 11841 FlendoN OVVMla'3 AFFIDAVIT 09 ExEMPTxOrf Roo? To WALL Cor *crion MITicATiotr Rsrlaootr von Exuma sru- BUiL? Sizic&z FAsoLY RLlmsznw STAUCTnI ►E PIJAIVAIMT To SECT:C 4 MS44 9. . To: M!runi Dade County Building Cepartment 11 SOS Corsi Way, Suite I I 1 Miami, FL 33173 Owner's Name Property Address Roofing Fermis Number Dees Building Officials I /%t.,,► S C4 ,4 /LLc /'33a.vii/Z Ave cormecdons of my building because cattily that t mar not required to retrofit the roof to wall s just valuation foe the syu oetra+s for purposes atad valorem toreadors be Leas than S3O0,000.00. U The bniidfo (FIX) or the constructed lit cormmpliaence with the previsions of the FToeida 13uildiirg Cods previsions of the 1994 edition of the Soo* Parkin Bw7dir ig Code (1994 Owns Print Nance STATE Or FLORIDA COMFY OP M1AM1 4,0g scribed botbee me rhr. l� .20 l �— swam to and Jay of (sou.) Lei . • '' M BURNETT %'= PAY WV F =•351 EXPIRES Ursue:.. ;. J18 ?QSOnailr Wool/ WI) a aot3 PtonaaNutary8. x Produced tdossillearlos LAWRENCE M BURNETT IlionclaNsiarylionnoulant ovi MY COMMISSION a EE181051 EXPIRES December OS, 20115 taci)zotea When the joss vs/Lisbon of the structure for purposes of sd valorem tweak* is eqoal to or S300,000.00, end the building Asa not constructed Ea compliance with the FBC nos 994SSF C, And ati!davit of Roof Oa WW1 Commodes M arigne Midgatioo Retrofit nrost be provided `ROOF ASSEMBLIES AND ROOFTOP STRUCTURES MY 3,0 Master Permit No. Florida Building Code Editio gh- Velocity Hurricane Zone Uniform Permit Ap Miami Shores Village APPROVED BY DATE 2DL l DEPT tit s 1141 Ne ::1 Proce Contractor's Name /AG 1-1..-vie. Depot At flpaA.G. CT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS „S -Cr toe) Le$ A/IA/ Z Ave. ❑ New Roof ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes IR/Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION ❑ Maintenance Low Slope Roof Area (SF) 5547c7 Steep Sloped Roof Area (SF) Total (SF) 35'0 rs Section R (Roof Plan). Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. C FLORIDA BUILDING CODE — BUILDING (::.1A7-/k., De-Iv/5 Poch n ROOFING DIAGRAM SHEET Job Mumbet: 6 01.5-''( ' ' g a . 38 r r r) x . . . . . . . . . . . . . . . . . . t • . . . , . . , 4 . . . . t . t . . . . . . . . . . . . . . . . . . . . . . . . . . . . co x x 4 • . t 4 . . . 1 . • . s . 4 4 • . 1 4 t 1 • • ...••'{. • 1 It 1 9 15 . X . 1 • t • • • t • • • 4 . . . • . • S i . . . . . . . • .. 1 1 4 1 • r . s • • 4 s , . . s s , t t t t 1 4 4 4 1 X • • x x E z- ! 3 4 4 4 1 1 . 4 • . . . . . . . 4—• N .a gq.auung i x.........•. ..............................4 . 1 x . . . . K . . . x . . . . X . . . . x . . . . x ILIZS92906 • Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof Svstem) Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as NAI System Manufacturer. (A F NOA No.: 67 7- le/q-'05 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Z Pmax2:" 82‘6 Pmax3: ' 10 if . 3 Max Design Pressure, From the Specific NOA System: 52. S Decic Type: r Gauge/Thickness: R ti Slope. N/ /z Anchor/Base Sheet & No. of Piy(s): a Q'a 7 S. Anchor/Base Sheet Fastener/Bonding Material: //y "Ag-AA4 0.54," e. [� insulation Base Layer A Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer ,ru�'� Top insulation Size and Thickness: A✓'4 Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Piy(s): ES �i�'c_ Base Sheet Fastener/Bonding Material: e s /4 A.5 s+o a,'4s ,{ "l- /z PG •ass Ply Sheet(s).& No. of PIy(s): pi . if Ply Sheet Fastener/Bonding Material: its 7 7,sp e' HSo'L, nil Top Ply: CA F 62" 0,4pdifee e.r& SI.Lecam' Top Ply Fastener! Bonding Material: ,47A1- ry, a Lf AS". /C1 Surfacing: •�- u Le S Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc ®t Lap, # Rows 2 © 1 Z" oc Perimeter. e " oc © Lap, # Rows © G • oc Comer. " oc @ Lap, # Rows Z @ ' oc Number of Fasteners Per Insulation Board. / Field /17 Q Perimeter AO Corner .v /A Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. f�1.ea AH- FT. FT. 4/A Parapet Height ai Mean Roof Height 123_01 -48 12/09 PAGE 3 Cap Sheet .2 Plies of Ply IV Fiberglass 6a 1e Feet 9" Stripping Wood Deck • Owner's Notification Form HVHZ 2010 MIA 1. "Delivering Excellence Every magi" SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofmg, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring snits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofmg system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inte or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by > orida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be r- quired. Owner's /Agent's Signatures Date: / / Contractor's Signature: Permit Number: ..w Property Address: Mil A M hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA. 331304563 (305) 375 -2901 FAX (305) 375-2908 GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructio: 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 othei areas where allovied by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated. below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (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 AHJ may immediately revoke, modify, or suspend the use of such product or mnaterial within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desdribed herein, and has been designed to comply with the Florida Building Co . •_•_ • •h Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional uilt- p Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 Miami -Dade 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 and revises NOA No. 03- 0501.05 and consists of pages l thr pgh 19. The. submitted documentation was reviewed by Jorge L. Acebo. M1AP1I.DADE COUNTY NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Cate2orv: Sub- Cateaorv: Deck Type: Maximum Desien Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BustrTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 55 gallons • 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 55 gallons Select Asphalt Emulsion Fibered 306 1, 5 gallons Dimensions 3, 5, 55 gallons 60 &; 100 lb, bags 5 gallons Test Specification Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. I, 5 gallons ASTM D 2824 Fibered aluminum coating. Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROTD Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement h1fAMI DADS CQU 5 gallons ASTM D -4586 ASTM D -3409 ASTM D 4536 Elastoineric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) wide ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. NOA No 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 • :Product GAFGLAS® #80 ULTIMArm Base Sheet GAFGLAS' Flex PIyTM 6 GAFGLAS® Ply 4 • GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator TM Perforated .GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat We1dTM Smooth RUBEROID® SBS Heat- WeldTM Granule RUBEROID® SBS Heat- WeldTM 170 FR RUBER.OID® SBS Heat- WeldTM PLUS RUBEROID® SBS Heat- We1dTM PLUS FR RUBEROID SBS Heat- WeldTm 25 RUBEROID® Modified Base Sheet MIAM(•DADE couNTyY 914 Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various Test Specification Product Description ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4597 D 3 672 39.37" (1 meter) ASTM. D 4897 wide D 3672 I meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37) wide I meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sh et surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D -6164 Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non- Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non - Woven Polyester inat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules, Non- Woven. Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet ASTM D -6164 A.STM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4641, Type 11, UL Type G2 BUR NOA No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Deck Type 1: Deck Description: Wood, Non- insulated `9732" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply, Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielci® Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT© EliminatorTM Nailable, RUBBROID® Modified Base Sheet, RUBEROID® 20, RUBEROV Heat- We1dTM Smooth or RUBBROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spading of 9" o:c. at the lap staggered and in two rows 12" o.c. in the field. lfaximun Design Pressure -45 psf, See General Lrnzztatia z #7j GAFGLAS} Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® 475 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or 4 15 Screws and 3 "Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o,e. in 3 rows. On.e row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c, in the field of the sheet, (Maximum Desi r2 Pressure —45 .s , See General Limitation GAFGLAS® Flex Plyh 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" c.c. at the 4" lap staggered and in two rows 9" o.c. in the field. �tExr�,�rc e Design .Pressure -52.5 psf, See General Limitation 07) GAFGLAS® #80ULTIMA.TM, RUBBROID® 20, RUBBROID® Mop Smooth, base sheet attached to deck with approved 11" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c, at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitaizo'z #7) GAFGLAS® 475 Base Sheet or any of above Base sheets attached to deck with Drill- TecTM 412 standard, 414 or 15 Screws and 3 "Drill -TecTM steel. plate or Drill - TecTM AccuTrac Plates, 12" o.c, in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c, in the field of the sheet. (Maximum Design Presswre -60 psf, See General Limitation 47) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill- TecTM insulation plates at a fastener spacing of 9" o.c, at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Linntction 47) N4O A Igo,: 07- 1219,GS Expiration Date: 11IO4I1 pproval Date: 0312010E Page 17 of 1S; GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck v,rith Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" 'p.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (t a:i urn Design Pressure —75 psf, See General Limitation -7) Ply Sheet: One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID° MOP Smooth or RUBEROID® 20 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 GA.FG-LAS® Mineral Surfaced Cap Sheet or GAFGLA.S ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Sur acirag: (Optional, required if RUBEROD® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1, Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 601bs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsisq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4 Leak BusterT"r MatrixTM 715 , Leak BusterTM MatnxTM 322, TOPCOAT® MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrrxTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. . TOPCOATS' Surface Sealy TOPCOAT° Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at to 1.5 gal.Isq . Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. See Fastening Above MIAMI•t3ADE COUNTY, , • NOA Tye,: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20108. Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet, 2. Minimum 'A4" Dens DeckTM or ' /z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq_, or mechanically 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 required on all applications over closed cell foam insulations when the base sheet is fully mapped. If no recovery board is used the base sheet shall: be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.o.; 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 Ibs. /sq. Notes Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf, as tested in eompliance with Testing Application Standard TAS 105: If the fastener value, as field- tested, are below 275 lbt: 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. 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 witl Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registereg Professional Engineer, Registered Architect, or Registered Roof Consultant (When this liniitation i specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements, 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 (i.e. perimeters, extended corners and "corners). (WI'en 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 F TITIS ACCEPTANCE NOA loo,: 07421 9.09 "Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1.9 of .19 TGPJ.R1306 - Roofing Systems Page Bottom See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA T GFU,R1306 Roofing Systems Roofing Systems Page 1 of 3 R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classiflcations. 1 /2-in. thick (minimum) 'gypsum board or 1 /4 -in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM' Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. minirnum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard TM Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it t rust be placed below the overlayment board. ' Multiple plies of "GAFGLAS PIy 4" or "Tri -Ply Ply 4", or "Ply 6" may be'dhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard 'TM Roofboard" in hot roofing asp alt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" In aty applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. " GAFGLAS Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classflcatiops include "EnergyGuard EPS Insulation ". References to glass fiber insulation Include "EnergyGuard Fiberglass Insulation °. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "Tri- PIy #75 Base Sheet ", or "GAFGLAS #B0 ULTIMA") is &suitable altemate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS PIy 4" or "Tri -Ply PIy 4 ", or " GAFGLAS PIy 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailabie)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 475 Base Sheet" or 'Tri -Ply #75 Base Sheet" or "GAFGLAS #80 ULTIMA" or °GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS PIy 4" or'Tri-Ply Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "periite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel In any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of Gypsum board under any of the following Class A, 6 or C systems does not adversely effect the rating. The use of 1/2-in. minimum gypsum board is an acceptable alternate for insulation over C -15/32 decks. .,.R1306 - Root-ma Systems Page 2 of 3 The use of polystyrene insulation board between minimum 3A -in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /periite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or' Tapered EnergyGuard PA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications.. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". " GAFGLAS #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS Flex Ply 6" and "Tri -Ply Ultra - Flexible Ply 6" are suitable alternates to " GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/ to 3- gal /100- ft2. "Ruberoid Dual Smooth" may be used as an aitemate to " Ruberold Mop Smooth" or "Ruberoid 20" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. ti "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products irjany applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 / Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polylsocyanurate composite or phenolic, any thlckness. Ply Sheet: — Three or more plies Type 61 or "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or " GAFGLAS Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type 61 or " GAFGLAS Ply 4" or "Tri -Ply Ply 4" or " GAFGLAS PIy 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or 'Tri -Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 " GAFGLAS Ply 4" or "Tri-Ply Ply 4 ", " GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-PIy Mineral Surfaced Cap Sheet". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri-Ply #75 Base Sheet" (may be nailed). PIy Sheet: — One or more plies Type 61 " GAFGLAS PIy 4" or "Tri-Ply Ply 4" or GAFGLAS PIy 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or 'Tri -Ply Mineral Surfaced Cap Sheet". 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri-Ply #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 " GAFGLAS Ply 4" or "Tri-Ply PIy 4" or " GAFGLAS PIy 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or'Tri -Ply Mineral Surfaced Cap Sheet ". 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type 61 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus ".or "Ruberoid