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RF-14-930BUILDIN Miami Sees Village, Building Department.; 10050 N Avenue, Miami Shores, Florida -n139 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305)-762.490 PLRMT'P APPLICATTION Permit Type: BUILDING a0B ADDRESS: 83 NE 100 ST. MAY 0 7 2014 .T FBC 20 Permit No. _ Q Master Permit NoRt �y 7 ROOFING-, City: Miami Shores County: Miami Dade 4p: 33138 Foho/Parcel#: 113 20 (o 013 144 y a Is the Building Historically Designated: Yes X NO Flood Zone: OWNER:Name (Fee Simisle Titleholder):TIM.FOSTER Pho 305-917-3111- &A,4—...83 NE 100 ST City. MIAMI SHORES Tenant/Ussee Name: N/A Email: State: FL CONTRACTOR: Company Name: EARL W. JOHN.STOU ROOFING Address: 5721 DEWEY ST. City: HOLLYWOOD State: FL Qualifier Name: EARL W. JOHNSTON 33138 N/A 33023 954-989-7794 State Certification or Registration #: CCCO57073 Certificate of Competency #: Contact Phone#: 954-989-7794 Email Address: MEG a@JOHNSTONROOFING.COM- DES GNM: ArchitecU ngineer: Phone#: Value of Work for this Permit: $ 19 C1 `70 Squaref -inear Footage of Work: 2100 Type of Work: OAddition Alteration ONew QRepair/Repiace ODemolition Description of Work: MIKOD G F L*j— Color thru tile: Submittal Fee $ Permdt Fee $ CCF $- CO/CC $ Scanning Fee $- Radon Fee $F DBPR $ Bo" Notary $ Training/F'.ducatim Fee $ Technology Fee $ Double Fee $ Structural Review $ `I ��� ��'� V „ S I TOTAL FEE NOW DUE L' C��V4 M t- i s Sm'w�0Yt�hiv Mkoin �L%IaAm G t . I l��.c ���T 17 Hondiug Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip Application is hereby matteto obtainer 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 Iaws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIMIIiCEMENT MAY RESULT IN YOUR PAYING TWICE FORT., PdPROYEMENTS TO YOUR PROPERTY. IF YOU INTEND TO� - OBTAE� 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. Signature fX0;4�_ Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this day o , 20, by 'fl J � who isperson y known to me or who has produced_ As identification and who did take an oath. NOTARYPUBLIC: The foregoing instrument was acknowledged before me this day of 4 20 by121&A W who is pprsonally known to me or who has produced Fav A .0 N A ROlic meO to of Florida t Sign: °Q®� -I -.111mlssion Expires 08/22/20E6 202823 Print: My COmmtS3rOII xpires: a 12-y1 1 y APPROVED BY S/ _r Plans Examiner as NOTARY Sign; Print: My Commission and who did take an oath. Notary public State of Florida Meg A Romeo u Y S0_%a si EE 202823 Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10nM)(Re*sed 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 11,Tel: (305) 795.2204 Fax: (305) 756.8972 11ECTION'S PHONE NUMBER: (305) 762.4949 BUILDING - 0I �/ PERMIT APPLICATION Fsc 20 Permit Type: BUILDING ROOFING Permit No. 9 tC J`r 1i`93® Master Permit No. OWNER: Na/!me (Fee Simple Titleholder): Mh _/4X ;1o.SAR Phone#: —a6- p0% 3j`l Address: 93 Ail >s % or, 5 t" City: 04 !4yn 11 '51610fC-5 State: Tenant/Lessee Name: Email: JOB ADDRESS: 93 A)1, /00 51' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 0 3,W6 o `3 f AZO Is the Building Historically Designated: Yes NO Flood Zone: 3313,f CONTRACTOR: Company Name: CA9L Ij JoRA5rA) / ool',a7g, J*)c Phone#: #-Y 98y 27 <� Address: -4-76Y 06A)4/,:%t «" City: No&&Iow State: �� Zip: 3;3.0V Qualifier Name: _'AX L f.J c)a `400—Al Phone#: 7,31 lV %79 r% State Certification or Registration #: cc G ° 57 0 7� Certificate of Competency #: Contact Phone#:9Y2 77 l y Email Address: 5w4V rlali 5�� �j�� "-O.-fI DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddition DAlteration ONew ❑Repair/Replace ®Demolition Description of Work: Ad 1.5 1 o 1 yAM R r 6 Ae)>' Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State 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, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 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 trust 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. • � r Signature O r r Agent The fore oing instrument was acknowledged before me this aL day of, 2014, by 111ATI who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My C Signature Contractor The foregoing instrument was acknowledged before me thial day of , 201 L J by _ h/. � �ry1 -1 1-._. who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: >® NoM Public a Print: o� Y Commission EE 202823 . 'ol� Ar My Commi esExpires 06/22/2016 rn����x:�xx��>k��:�xx���x������a�x����:r:�x�• ��x�������x�x.�x:�x������������x��u��:�xmm�x�x�x��xx���x�����=k�x������x�:��x��x=k�=r::���x��a����x����=k�x� APPROVED BY - i/ d Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) t � AC132 Engineering Inc. Testing & Engineering Service Certificate of Authorization # 8131 Tel: 954.245.8976; Fax: 954.301.7776 5230 NE 18 Avenue, Fort Lauderdale, FI 33334 5— /c/_ I fiD - Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Department 10050 NE 2nd Ave, Miami Shores, FL 33138 Test Date: 06/9/2014 Permit #: RF -5-14-930 Foster Residence Property Address: 83 NE 100 Street, Miami Shores FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Entegra Roof Tile 4.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro AH 160 Field Instrument: IMADA Force Gauge 0-100 Serial number: 243454 Client: Earl W Johnston Roofing Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 2.00 sq 2 As per FBC 2010 Passed Field Area: 2 00 sq 2 As per FBC 2010 Passed No. of Corner: 6 6 As per FBC 2010 Passed Ridge Areas: 40 pcs 4 As per FBC 2010 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attX&ed a Roof Sketch for this project. Cordially,/ ACBAEn 1 ing Inc. (NOA 09-1005.01) Anton io(Aceved o, PE Fla. Reg. No: 36466 112o y I�. ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18t` Avenue Fort Lauderdale, Florida. 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 w RE: Permit Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: 15 2 I q licensed as a (n) Contractor / Engineer /Architect, (PMI nanm aed "a U.. Type) FS 468 Building Inspector License #: e B On or about � I� (q I did personally inspect the roof deck nailing and (Data a eine) Secondary water barrier work at 977) N9 Based upon that examination I have determined the installation was doe according the Hu Manual (Based on 553.844 F.S) g mcane Mitigation Retrofit Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this' day of ®baAv pU4 (Votary Public State of Florida Notary Public, Sate of Florida at Large m Meg A Romt;o � Q My Commission EE 202823 ®p Fs® Expires 06/22/2016 tif*r •General. Bui ft. Residenbl, or Roofing Contmel is or arty Uufhrklual cedW under 468 F.S. to make such an ►nsped im. Include photographs of each plane of ft root„ pemtit 18 and address d deafly shown marked on the deck for each kmp n Revised on MUM ROOF ASSEMBLIES AND ROOFTOP STRUCTURES MAY 2 8 ?914 Florida Building -Code Er9lt➢ort 206 High -Velocity Hurricane Zono Uniform Permit Application Form. ,-ectlon (Gener- r0 Ln—formation) Permit No. _ Process No. Contractor's Nnmeq77 L Job Address �J�� ROOF CATEGORY Low Slope ❑ Machanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Prescriptive SUR -RAS 150 ROOF TYLE ❑ New Roof Reroofing FD Recovering D Repair p ❑ ROOF SYSTEM INFORMATION Low Slope Roof Area {S}") Steep Sloped Roof Area (SP) Total(SF Section B (Roof Plan) Sketch Roof Pian: Illustrate all levels and sections, root drains, scuppers, overftowseuppers and overflow Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location at parapets. ,> N.... 5.3 ei .............................................................. ............................................................... ............... ...... ......... ........... ............ ............. ................ ........................................ ........... I.... . ..... .......... ................. . . ................. ........ . VV51010 FLORIDA BUILDING CODE --BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTUFr. Florida Building Code Edition 2010 High -Velocity Hurvicane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA-') System Manufacturer: 6,6 l Product Approval No.: t3 Design Wind Pressures, From RAS 928 or Calculations: Pt �x P2: /_7/., 7 P3: /1019 Max. Design Pressure, from the specificProduct ��, Approval system: ir Deck: 'type: 40 VV4 _..._._ Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc @ Lap, # Rows @ " oc Perimeter: " oc @ Lap, # Rows CL @ " oc Corner: " oc. @ Lap, # Rows @ 6" oc Number of Fasteners Per Insulation Board: AField h Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, o Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of o Base Flashing, Component Material, Material Thickness, Fastener -Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: _ & 4 MY Base Insulation Size and Thickness: dL) /'q --~-� -- Base Insulation Fastener/Bonding aterial: Top Insulation Layer: IM4, ai x Top Insulation Size and Thickness: Top ins.0 tion Fa er ooning Material:--- Base Sheet(s) & No, of Ply(s): Base sheet Fg$tener/Bondir),.,q ?Onl,origl. Ply Sheet(s) & No. of Ply(s): 6g Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: 2010 FLORIDA BUILDING CODE — BUILDING $ulJ e� h�ayd Se WlR6�oi' Rat► Cx >a FT / Parapet Height Mean Roof Height p 0 a m 15.35 GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Miami -Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up 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 revises and renews NOA No. 07-1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 MIAMI -DARE COUNTY MIAMNDADE � PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Miami -Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up 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 revises and renews NOA No. 07-1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 ROOFING SYSTEM APPROVAL Cateeory Roofing Sub-Cateeory BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED .OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37' (1 meter) ASTM D 4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS' #80 Ultima"" 39.37' (1 meter) .ASTM D 4601 Type H asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® F1exPly 6 39.37' (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Ply 4 39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral 39.37' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCap"" 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote GAFGLAS Stratavento 39.37' (1 meter) ASTM D 4897 Fiberglass base sheet coated on both sides with Eliminator' Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS' Stratavene 39.37' (1 meter) ASTM D 4897 A nailable, fiberglass base sheet impregnated and Eliminator Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoide SBS Heat- 39.37' (1 meter) Weld`" Smooth Wide Ruberoid" SBS Heat- 39.37" (1 meter) Weld° 25 Wide Ruberoie 20 39.37' (1 meter) Wide MIAMMADE COUNTY ASTM D 6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D 6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D 6163 SBS modified asphalt base sheet reinforce with a glass fiber mat. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 2 of 17 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoie Mop Smooth 39.37' (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. FireOut"m Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShieie Fire 350 sq ft. roll ASTM D 226 Non -Asphaltic Fiberglass -Based Underlayment. Resistant Roof Deck Protection Topcoat' Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer EnergyGuarC Polyiso Insulation (With Current NOA) Polyisocyanurate foam insulation GAF EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarr RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarr Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardTM Perlite Recover Board Perlite recover board GAF EnergyGuarC RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation Securocko Gypsum -Fiber Roof Board Gypsum roof board USG Corporation Structodek® High Density Fiber Board High density fiber board Blue Ridge FiberBoard, Inc. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOM 1. Drill -Tec"' #12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill -Tec"' #14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill -Tec' -M XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec"m ASAP 3S Drill-TecTM #12 Fastener Various GAF with Drill-TecTM 3" Standard Steel Plate 5. Drill -Tec"' 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill -Tec"' fasteners. 6. Drill -Tec" 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill -Tec"' fasteners. 7. Drill-TecAccuTrac" Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill -Tec"' #12 Fastener, Drill-Tec'm #14 Fastener and Drill -Tec"° #15 Fastener. 8. Drill-Tec'M AccuTrac® Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -Tec" fasteners. MIAM4DADE COUNTY NOA No.: 13-0424.09 � Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 4 of 17 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J13B9Q1.AM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I.ODIA8.AM 4470 - TAS 114 07/29/94 J.I.OY9Q5.AM 4470 - TAS 114 04/01/98 3029832 4470 - TAS 114 05/11/07 PRI Asphalt Technologies, Inc. GAF -084-02-01 ASTM D 6083 05/09/06 GAF -314-02-01 ASTM D 2178 08/23/11 GAF -315-02-01 ASTM D 2178 08/23/11 GAF-276-02-01Rev ASTM D 6083 12/16/10 GAF -276-02-02 ASTM D 226 11/15/10 GAF -270-02-02 ASTM D 226 11/15/10 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD 66850.08.07-1 ASTM D 3909 08/13/07 G34140.04.11-4 ASTM D 6401 04/25/11 G30250.02.10 -3-R1 ASTM D 3909 11/26/12 G34140.04.11-5 ASTM D 4897 04/25/11 G34140.04.11 -5-R1 ASTM D 4897 10/18/13 G34140.04.11-2 ASTM D 6163 04/25/11 MIAMFDADE COUNTY NOA No.: 13-0424.09 11120-meExpiration Date: 11/04/14 Approval Date: 10/31/13 Page 5 of 17 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood.plank System Type A: Anchor sheet mechanically fastened, all layers of insulation 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/ftp EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum %" thick- __ -- - - - EnergyGuardTM Perlite Roof Insulation r- Minimum %" thick N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbs/100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavene EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck Protection or (optional) Securock® Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® Heat-WeldTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1ekP1yTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrace Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 6 of 17 GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approve annu ar ring shank nai sand tin caps at a fastener spacing of 9" o.c. at the 4" lap staggere an(Lin two rows 9" o.c. in the field. GAFGLAS" #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/4" 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 Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecTM AccuTraco Recessed Plate 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 Pressure —60 psf, See General Limitation #7) Any of above anchor 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 Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM #12 Fastener or Drill-TecTM #14 Fastener and 3" Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTraco Flat Plate or Drill-TecTM AccuTraco Recessed Plate 8" 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 Pressure —75 psf, See General Limitation #7) Base Sheet: Optional) Install one ply of GAFGLAS' 475 Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavente Eliminatofm Perforated Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat- We1dTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PL•Y 4, GAFGLAS® Flex P1yTM 6 sheet or GAFGLAS4#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT s. range and at a rate of 20-40 sq. MIAMFDADE COUNTY NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 7 of 17 Cap Sheet: (Optional) One ply of GAFGLASO Mineral Surfaced g.ap Sheet or GAFGLASO EnergyCapTM BUR Mineral aced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate o s./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening above. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/ftz EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft2 EnergyGuardTM Perlite Roof Insulation Minimum %" thick 1, 2,7 or 8 1:2 ft2 Structodek® High Density Fiberboard Minimum 1" thick 1, 2, 7 or 8 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS® Stratavene EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener (Table 3) Density/ft2 Any of the insulations listed for Base Layer, above. N/A N/A Structodeke High Density Fiberboard, EnergyGuardTM Perlite Recover Board Minimum 'I/Z" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 2040 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 9 of 17 Base Sheet: (Optional) Install one ply of GAFGLAS' #75 Base Sheet, GAFGLAS® #80 Ultima" Base Sheet, GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® Stratavene Eliminator - Perforated Venting Base Sheet laid dry, Ruberoie Mop Smooth or Ruberoie 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPlyTm 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See GAF application instructions for approved method of installation). Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoate' Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: 45 psf, (See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date:. 10/31/13 Page 10 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM RN Polyiso Insulation, EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuardTM Polyiso Insulation Min. 1.4" thick N/A N/A EnergyGuardTM RA Composite Polyiso Insulation Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Recover Board 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum %" thick N/A N/A Structodek® High Density Fiber Board 1:3 ft2 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavene EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick 1, 2 or 3 1:3 ft2 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft2 EnergyGuardTM Perlite Roof Insulation Minimum %" thick 1, 2, 7 or 8 1:2 ft2 Structodek® High Density Fiber Board Minimum 1" thick 1, 2, 7 or 8 1:4 ft2 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 11 of 17 Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavene EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS®#80 Ultima Base Sheet, GAFGLAS® Ply 4, GAFGLAS F1exPly*rm 6, GAFGLAS® Stratavene Eliminatofm Perforated Venting Base Sheet laid dry, Ruberoid® Mop Smooth or Ruberoid® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLASu Ply 4, GAFGLAS® F1exPly' 6 ply sheet or GAFGLAS® #80 Ultima Base Sheet 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 Surfaced 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 on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: 45 psf, (See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 12 of 17 Deck Type 11: Wood, Insulated Deck Description: 19/32' or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick N/A N/A Structodek® High Density Fiber Board Minimum I" thick N/A N/A Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima'"' Base Sheet, GAFGLAS® Stratavene EliminatorTM Nailable Venting Base Sheet or Ruberoid® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTraco Flat Plate or Drill-TecTM AccuTraco Recessed Plate is installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Driil- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrae Recessed Plate is installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) GAFGLAS8 #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoie Mop Smooth, base sheet attached to deck with approved annular ring shank nails with a minimum embedment of I" into the wood substrate 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 Limitation #7) Drill-TecTM #12 Fastener and Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrace Recessed Plate in 4 rows 12" o.c. 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 Pressure —60 psf, See General Limitation #7) Ply Sheet: One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. MIAMI-DADECOUNTYIM NOA No.: 13-0424.09 • 0 • • Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 13 of 17 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced 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 on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Above NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 14 of 17 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" 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, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS"® #80 UltimaTM Base Sheet, Stratavente EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoide' SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS'® Ply 4, GAFGLAS® FlexPlyTM 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" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS" F1exPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-TecTM AccuTrae Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLASO Flex PlyTM 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" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLASO #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/4" 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 Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-TecTM AccuTrace Recessed Plate 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 Pressure —60 psf, See General Limitation #7) 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 Limitation #7) MIAMNDADE COUNTY NOA No.: 13-0424.09 '�Wjuzilgjql Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLASO #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-TecTM AccuTrace Recessed Plate 8" 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 Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS` Ply 4 or GAFGLAS® #80 Ultima Base Sheet 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 Surfaced 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 on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq. Maximum Design Pressure: See Fastening Above NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIIVII'I'ATIONS: I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens DeckTM Roof Board 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 2040 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 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 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 Professional Engineer, Registered 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI -RADE COUNTY NOA No.: 13-0424.09 • Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 ,M `. . , ;,.s:: • TSMEMS -'ROOFdN � 'FGFU)--CantiriPie Tor mi:'Poly-Is® or'Polytso Special with mPotyf®am F. 'l�olyfcam ,+ : �,_1an. min. "ar..; :;' •_. p - st Coat: One or two ipplfcations 'Gaconez 011.7050 ®a plied at E' /sq/apptication or three applications, applied 1.1/4gat/sqf application :,-72.drgr mils). fgcing:'Gacofle$ UA -65' Series (various colors), applied I gai/sq (12 • mils), : PICIndene: P/Y $. nm: 'Poly -Ism or'Poly-iso Special* with'Po(yfoam 251''or'Polyfoam 3', 1 in. min. se Coat: Oise of two applications 'Gacoflex UB -7050 -, applied at I V1,/sq/applications or tlsree applications, applied 1-1/4 gal/sq/application 3Y dr•® mils). :tracing:'Gacoflesc UA -60' Series (Various colors), applied I gal/sq (I5 y mils). tic incline: 2 a e: )am. 'Poly -ISO, or'Poty-Iso Special" With'rotyfoam 251' of'Polyfoam )3', I In. min. ase Cost: "GacoSit S-3000', applied at I gatsq (10 dry mils). urfacing: 'Gacoflex S•1000% applied at 1 ga /sq (10 dry mils). :4: iiC Incline: 1 *am:'polyfo;;n 231, or'f'olyfoam 303', any thickness. .urfaeing: 'Gaeottex Une-Shied 7007', 40 dry mils. ch: lic incline: 2.1/2 .cam:'Polyfoam 275'. any, thickness. lase Coat:'Gacoflea A•6211', 1.1/2 gal/sq (14 dry mils)- ;uriacing: 'Gacoflea A•6200' series (various colors). I.1/Z gal/sq (I4 cry mils). -IATERIALS CORP 81306 (18) 61 ALPS R0, WAYNE W3 07470 iEROID 2o` or 1RUBEROI0 Modified Base Sheet' may be utilized as an ate to Type GZ base siseels in any of the following Cla&silicaLions. in. thick (min) gypsum based or 1/4 Ill. thick (nein) Georgia-Pacific -Deck," overlaylnenet board may be used In any enisli::g noncombustible Classifications. Wlsen this is done, tete resulting roofing system is -table for use over combustible (15/32 in. Min) roof decks. list Joists in ypsun board and overlayment board are offset 6 in. wills the Joints in tire If polytlyrede'i5 part of the roof system, it must be placed below life syment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT e G2 asphalt glass mat base sheet ('GAFGLAS 975 Base Sheet') is a bte alternate for type Gi asphalt glass fiber ply sheet ('GAFGLAS Ply 4' or ;LAS Ply 6-) in the Class A, 8 or C roof systems indicated below. goal deck may first be coveted with a Type G2 asphalt glass mat base "GAFGLAS Stralavent (Vent•Piy) perforated' or GAFGLAS Stratavent,.. ;-Pty) for nailable decks". Perforated to be mopped and nailable to be tonically attacked granule side down. an option Type GZ asphalt glass mat base street ('GAFGLAS 975 Date Sheet, ,AFGLAS Stsatavent (Vent -fly) % for nailable decks') may be substituted for `hale glass fiber ply sheet ('GAFGLAS Ply 4' or 'GAFGLAS Ply 6') as the d base ply in the following systems. :tom ply -or base siseel may be solid mopped, spot mopped or mechanically -Ped. :ess otherwise indicated, a!( insulations may be fiat mopped or mechanically .ned. kfGLAS Flashing' at'Ruberaid' may be used for flashing in any of life Class or C systems listed below. en 'perlile" is lefeienced. this includes 'GAFTEMP rEVIALiTEe' or any UL Classified perlile insulation. ,shed stone or slag are suitable alternates for gravel in a•:ly cf the Class A, C systems listed. ntclural cement fiber building units are considerc:l snilable to lee Included deck in the following Class A, 0 or C syslenss listed over C•15/3Z or tic. c use of gypsum build under any of the following Class A. 8 or C systems s not ad•rersely effect dee tatin9. The use of 1/2 in. rein gypsum boasd is lcceptable alternate for imu(ition over C-15/32 decks. e use•of polystyrene insulation board between min 3/4 1st. peslite board deck with rosin paper (gerlite/rosin pop er/Folystyr en!/perlile) is a We alternate for isocysn:rate board In the following Class A, 0 or C :erns. .Af ICMr Isullscnn RA', 'LAfll'Mr Tsllcicd Isolhctu: FA- and 'GAiTFMr 'tposile A' may he sulrslitu;ed fur any ssucyanurate Insulation fn any of lite. owing Classifications. ' Chis A, B and C. 'or use . ,: crcinie and glass (sits at modified bitumen -iielhane'compall te :wood'fibuBocy�nurat-atppsit p1tfl tires any thickness: .. Ply Sheet: Thret or more liyers type G1 'GAFGLAS Pty 4' ot'GAFGLAS Ply 6%.1•wt moved. Surfacing: Gravel. 2. Deck: C-15/32. ''""'+••, : 1„fUrie: 2 Insulation (Optional)i One or more layers perlile. wood, fiber qlass fiber. isocyanurate. -uretfane. Pettit eflsocyanurate composite. peslite/ urethane composite, wood fiber/isocyanate composite. phenolic, any thickness. r - Ply Sheet: Three or more layers Type 0'GAFGtAS Ply 4' or'GAfGLAS Fly Cap Slseet: Otte layer Type G3 'GAFGLAS Mineral. Sur faced Cap Sheet'. 3. Deck: 11C Inalnr.2' Insulation (Optional): One or more layers peslite, woos) fiber glass fiber, isocyanurate, urethane, pprliteCsocyanurate composite, penile/ arretfhane composite, wood fiber/isocyaruiate composite, phersolic, Vin. MAX. Ply Sheet: Two or more layers Type G1 'GAFGLAS Ply 4' or 'GAFGLAS Ply Cap Sheet: Oise• layer Type G3 'GAFGLAS Mineral Surfaced Cap Shett'. 4, Deck: tic . incline: 1/2 Insulation: One or two layers'!;othtfln R', A Jn.. mix. hot mopped. Ply Sheeti Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. e* ecks C-15/32 InAlne: 1 Bale Sheet: Oast fa it of Tyve ase Sister (may be Elle ” � '• ply Shseet: One or more layers of T 2114' or GAFGLAS Ply Cap Sheet: One layer of Type G-3 'GAFGLAS Mineral Surfaced Caa Shea', 6. D nes Base Sheet: One layer of Type G2 'GAFGLAS 175 Bast Sheet'. Ply Sheet: One or mote layers of Type 0 'GAFGLAS Ply 4' or GAfGLAS Ply 6'. Cap Sheet: One layer of Type G-3 'GAFGLAS Mineral Surfaced )Cap Sheet'. 7. Deck: C-15/31 Incline: 2 Insulation: One or Plate layers penlilt, glass fiber, isc:/snurate, urethane. peslite/isocyanurate composite. pttli;e/urethane composite, phenolic. 1.0 fit. min (offset (rain plywood Joints 6 fit.). Base Sheel: One or more layers of Type G1. G2 or G3. Membrane: One or more layers of 'Ruberoid Torcli (smootlh or granule). 'Ruberoid torch Plus' (granule),''Ru:troid Mop' (sr..:oth or granule) c: 'Ruberoid Mop Plus* (granule). Cap Sheet• 'GAfGLAS Mineral Surface! Cap Sheet'. Lot stopped. 8. Deck: C-15/32 Incline: Z Insulation (Optional): One or more layers pcnitc. wood fiber, glass fiber, isocyanurate, urethane. perlitr/isocyanurale composite,p!flit-/ urethane composite. wood fib er/iso:ysnuts te car.; -.site. phenolic. an/ thickness. Base Sheet: Two or snore layers or T/lie G2 or W. Fly Sheet (Optional): Otit or trios! Oyeti of Type G1. Membrane: Otte or more layers of'i:sberoid Torch' (snoods or granule)., 'Ruberaid Torch Plus' (granule), '&:Stroid Mop' (s.=ooth or granule) cr 'P.tiberoid Clop Plus" (granu(e). Cap Sheet:'GAfGLAS Mineral Sulfa:td Cap Sheet'. hot mopped. Class E 1. Deck: C-15/32 1� Incline: 3.1/2 Insulation (Optional): One or mv— layers Peres:t. wood fiber, gids fiber, isocyanuhale, urethane. perlile/isocyanura;e composite. methane composite, wood fiber/is:cyanvnte cd-:,gsite, phenolic, a•�/ lhlc4sscss. �• ' ray Siseel: Two or mote layers of type GI 'GAI`CVS Ply 4' or 'U -(GL/ -S rly 6- , Cap Sheet: Type G3'GAfGLAS Miae.al Surfaced Cv-sll-el', hot rap; !­ 2. Oec4: C-15/32 Incline: 3.1/I Insulation (Optlonal): One or r•:::e layers pn::a, wood fiber. c'1:s fiber, isocyanurate. uretlsane, ptr;itt/isocyanura;t composite. flilia/ urethane composite. wood fiber/is:cyanurale ce-;2silc, phtr.^.ic. thickness. Rase Sheet: Two of umle layris rf Tylic (111, G7 r.r 6.1. Hembrane: Une fir mire laycss c('Fnbor0id 111.16* (sntnntlr or yratlr' °) "Ruberoid Torch Plus' (granule). 7vberoid Mup` (uuuulh or Y.111" •j ct 'P.uberoid Mop Pius- (granule). Cap Sheet•: 'GAFGLAS Minetat Suflited Cap Slice:', ho niorlied• POF'ASIES AND ROOFTOP STRUCTURES x I& Aff Florida Building code Edition 2010 -velocity Hurricane Zone Uniform Permit Applica o" Form. 7 MAY 0 7 2014 Soctlon AGeneral Infarmd LCM) astir Perla o. 19 Process No. BY: Jo A rasa &' 3 NE i o0 5T I m i 51jo�es5 M , ROOP CATEGORY 1A Low Slopea Mechanically Fastenad rue WrtadAdhesive Set Tae ❑ Asphaltic Shingles Cl Metal PanallShingles ❑ Wood ShingieslShakes D Pmoorl ptive BUR -RAS 150 BOOP TYPE Cl New Roof Reroofiil g D Recovering it Repair ❑ Maintenance ROOK SYMM INFORMATION Low Slope Roof Area (SF) St*8p4 lo O Roof Area (3F) Total (SF) I-100 Section B (Roof Plan) 01100 Sketch Roof Pian: Illustrate all levels and sections, root drains, scuppers ow scuppers Include dimensions of sections and levels, We" id ' over lp� and and o drains. parapets. entity dimensions of elevated pressure zones and location of f M • • r i r ■ • 16.34 2010 FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Foran Section C (Low Slowed Roof System) Fill In Specific Roof Assembly Components and ldentity Manufacturer (if a component is not used, identify "NAI) System Manufacturer. NOA No. Design Wind Pressures, From RAS 128 or Calculations: Pmex1•Pmw2 -7 1 -7 Pmaa:_,A_ Max. Design Pressure, From the Specific NOA System: Dom` Type: M-1 2 Gauge/Thickness: Slope: Sheet & No. of Ply(s): Sheet Fastener/Bonding Material: Insulation Size Insulation Size and Insulation Festener/Bonding Material: Base Sheet(s) & No. of B Sheet Fastener/Bonding Mad Ply Sheet(s) & No. of Ply(s): _ PI Sheet Fastens ndq�g AQatQ, , Top Ply: Top Ply Fasteru}r n+rprlV! ri I: Fastener Spacing for Anchor/Base Sheet Attachment Field: a- cc @ Lap, # Rows -1 @ —,L° cc Perimeter: -�_" cc @ Lap, # Rows @ �' cc Corner: @ Lap, It Rows cc Number of Fasteners Per insulation Board Field: P rl Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Butter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, �Ooping, 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 18. Paraps Height Alt Y CA , � Mean Roof Height Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep -Sloped Roof System) Roof System Manufacturer: A5 /V 7"E' X213 Product Approval Number: AQ — 0 6/9. 0 �! Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): Pi: 3q, / P2: 6j?, ! P3: /oo, Maximum Design Pressure Product Approval SpecificSyatem:_ Method of Tile Attachment: _ 3m PG LY PR O 1914 I (oO Steep Sloind System Description Type. 1000 Roof 51ope: Type Underlayment: 3o Iq .67 _: f2 Insulation: N Io Fire Barrier: N I4 Ridge Vard1h ton? Mean Roof Height: 191 Type & Spacing ! y"Gr�,� iv�r, - � �- s�` "_4 Ps - live Type: Type cap Sheet: Covering:F-C,"— ,�c�ce r& /-?L type & Stce (Mrs L rA C,,o I- _V_q�:.] \Edges .� Florida Building Code Edition 2010 High Velocity Hurricane Zone uniform Pennit Application Form Section E aile Calculations] For Moment based ills systems, choose either Method 1 or 2. Compare the values for M,wlth the values from M,. It the M,values are greater than or equal to the M, values, for each area of the root, then the the attachment method to acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: Sq'( x J► . X35 a�,.�8_.1- M�; �,1� a M„ _ Product Apprsoval Me T2:69-1 x�, ►a3� /b.ol 1 --Ma: x.13 :M .88 Product Approval K k t (ps:to0.� x .ot3 b7 - Me: &.13 aMa 17, S F ProductApprovail4 .6l Method 2 "Simplified ills Calculation Per Table Below" Requlrsd Moment of Resistance (Mj From Table Below 32.a Product Approval Mf `Mast be used In conjunction with a list of moment based the systems endorsed by the Brmard County Board of Rues and Appeal& For Uplift basad the systems use Method 3. Compare the values for F with the values for F,. If the F values are greater than or equal tc the F, values, for each area of the roof, then the tie attachment method Is acceptable. Method 3 "Uplift Based ills Calculations Per RAS 127" (P,: -x 1: , x vw.a_) - W:,_x cos & -=_p F,, ,_ ProductApprovel P (PS: __ x 1: w: _) - W: x OW & __a F,i - Product Appmv*l P (Pa:.„_x i:, oa x W:c_ __)- W: x pos C;_;= F„_ Product Approval P Where to Oben Information DeserliMon ere to find Deft Pmwn Pr oM arP8 FM 127 Tame l m PB hand 00 ASGE 7 Mean RAW NOW H in ate s eb 11 I PW&W ReoDDting momem club to r M,ProtAlor AMOmit e AigiuM ManMnf Realsteu7pN Oalou�ed ON Ra btVAe F Pr of UdaRine F. Oabiww Awmp Tia mftm w Piaditot A Tk Meaat- �. rr Praluot A,pp-M Ab ask"an rawer SOMAW 10 ft StOft OfikW at ft Hme or M tared MomentResistance* Mean Root Ifekht -i► Roof Vo 15' 20' 25' 30' 40' 2:12 34.4 $8.6 38.2 39.7 42.2 3:1 Z.2 34.4 36.0 37.4 39.8 4:12 'JOA 32.2 S3.8 35.1 37.3 5:12 28A SO.1 31.6 32.8 34.9 812 28A 28.0 20A 30.5 32.4 7:72 24.4 25.9 27.1 26;2 30.0 `Mast be used In conjunction with a list of moment based the systems endorsed by the Brmard County Board of Rues and Appeal& For Uplift basad the systems use Method 3. Compare the values for F with the values for F,. If the F values are greater than or equal tc the F, values, for each area of the roof, then the tie attachment method Is acceptable. Method 3 "Uplift Based ills Calculations Per RAS 127" (P,: -x 1: , x vw.a_) - W:,_x cos & -=_p F,, ,_ ProductApprovel P (PS: __ x 1: w: _) - W: x OW & __a F,i - Product Appmv*l P (Pa:.„_x i:, oa x W:c_ __)- W: x pos C;_;= F„_ Product Approval P Where to Oben Information DeserliMon ere to find Deft Pmwn Pr oM arP8 FM 127 Tame l m PB hand 00 ASGE 7 Mean RAW NOW H in ate s eb 11 I PW&W ReoDDting momem club to r M,ProtAlor AMOmit e AigiuM ManMnf Realsteu7pN Oalou�ed ON Ra btVAe F Pr of UdaRine F. Oabiww Awmp Tia mftm w Piaditot A Tk Meaat- �. rr Praluot A,pp-M Ab ask"an rawer SOMAW 10 ft StOft OfikW at ft Hme or ROOF ASSEMOUES AND ROOFTOP STRUCTURES SECTION 1525 HIGH-VELOCMY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Applicetl6n Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 2010 FLORIDA BUILDING CODE -- BUILDINQ 15.33 SECTION 1524 HIGH -VELOCITY HURRICANE ZONES— REQUIRED OWNERS'NOT FIICAT ON FOR ROONG CONSIDERATIONS 1524.1 Scope. / As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 16 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing 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 hapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the Croofing ys ern 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. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16(High- .� / V Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing Y the existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation 411 between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with IV. common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. p 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, roofing nail penetrations of the undersi V decking may not be acceptable. The owner provides de tof h the p appearance. s the option of maintaining this 1/ 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 roofing system is removed. Ponding conditions should be corrected. / 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the V roof is not overloaded from a buildup 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 16 and 16 herein and the Florida Bullding Code, Plumbing. V s 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature Date Contractor's Signature Miami shores Villap Building Department., 10050 N.E.2nd Avenue Miami Shores, Florida 3313 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAWT OF EXEMPTION ROOF TG-WALL,CONNECTION HURRICANEUTIGATION RETROFIT FOR E ,'T"G SITE: -r BUILT SINGLE FAMILY:.RESllilENTIAL STRWMES PERSOANT TO SECTIGU 553.844 F.& To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores; FI 33138 Re: Owners Name: TIM FOSTER Pmperty-Address:83 W 100 ST M4AMI SHORES, FL 33138 Roofing Permit Number. Dear Building Official: I TINE FOSTER Date: 5/03/2014 certify that I am not required to retroft-the roof -to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof ofad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) �✓,�,• .IV- Olt TIM FOSTER Signature Print Name Stater of Florida! County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above Dro Swom to and subscribed before me this 3 day of i c� Notary Public State �OTFI!la Meg A Romeo a cs� ca My Commission EE 202823 p� Fto�' Expires 08/22!2018 Notary Public, Sate of Florida at Large06a Aapw'op`' • When the Just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bolUng was not constructed with FBC nor a 1991 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on SQ112009 " . JL -FJ "! .3%,cL-1jL hppilu uuit - ivnaml-vaae county Page 1 of 1 V,0,FFICE OF THE PROPERTY Summary Report Property Information Folio: 11-3206-013-1440 Property Address: 83 NE 100ST Owner TIMOTHY S FOSTER CHERYL D CHAPMAN Mailing Address PO BOX 530733 MIAMI SHORES, FL33153 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/210 Floors 1 Living Units 1 Actual Area 1,774 Sq.Ft Living Area 1,432 Sq.Ft Adjusted Area 1,711 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1925 Assessment Information Previous 20131 Year 2013 2012 2011 Land Value $112,453 $96,540 $74,261 Building Value $120,726$136,332 Homestead $137,021 XF Value $234,145 $1,172. $234,044 $1,172 $212,454 Market Value Assessed Value 1 $222,5471 $218,827 $212,454 Benefits Information Previous 20131 Benefit Type 2013 20122011 $50,000 Save Our Homes Cap Assessment Reduction $11,598 $15,217 $168,827 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 153 41-6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 EV2 LOT 21 & ALL LOT 22 BLK 10 LOT SIZE 75.000 X 115 OR 19451-125612 20001 Generated On: 5/6/2014 I 2012 Aerial Photography ZOOft I Taxable Value Information Previous 20131 OR Book - 2011 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $172,547 $168,827 $162,454 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $197,547 $193,827 $187,454 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $172,547 $168,827 $162,454 Regional Exemption Value $50,0001 $50,000 $50,000 Taxable Value $172,5471 $168.8271 $162,454 Sales Information Previous OR Book - Sale Price Page Qualification Description 12/17/2008 $355,000 26705-3823 2008 and prior year sales; Qual by exam of deed 12/01/2000 $230,000 19451-1256 2008 and prior year sales; Qual by exam of deed 10/01/2000 $172,000 19356-3819 2008 and prior year sales; Qual by exam of deed 05/01/2000 $0 19152-0168 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roil. This website may not reflect the most current information on record. The Properly Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/hvww.miamidede.govAnfb/disclaimer.asp (http://www.miamidede.govlinfo/disclaimer.asp) ittp://www.miamidade-gov/propertysearch/index.htmi 5/6/2014 COUNTY "' " ] MIAMI -DARE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.boiMMgcodoonMe.com Entegm Roof Tile, Inc. 1299 NE 90' Ave Okeechobee, FL. 34972 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 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 meaner, 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. 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 described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION.- Galena Spanish "S" Tile 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 budding 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 replaces NOA#09-09.15.49 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigeerr�a. NOA No. I"IL04 Eapiratfon Date: 11/18/14 Approval Date: 06/16/10 Page I of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sufi Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Galena Spanish "S" Concrete Roof Tile, as manufactured Entegra Roof Tile, Inc. in Okeechobee, FL, and as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code, for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Aiplpli Wmenslons Snecificatiioes Desr„rlutlon Galena Spanish `S' I— 17" TAS 112 High profile, interlocking, ane- piece, "S" Roof Tile W= 10" shaped, concrete roof the equipped with two nail holes. For direct deck of battened nail -on, mortar or adhesive set applications. Trim Pieces I =varies TAS 112 Accessorytrim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Regort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101(Mortar Sat) The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25-7183--4 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) NOA No. 10-051&04 Expiration Date: 11118114 Approval Date: 06116110 Page 2 of 7 Test Atencv Test Identifier Test Ma-me/Rep ort Date The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 V Quilt -Drive Screw, Direct Deck) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -78 PA 100 Nutting Engineering 13343.1 Physical Properties June 2007 TAS 112 Celotex Corporation Testing 520111-3 Static Uplift Testing Dec.1998 Service 520191-1-1 PA 101 March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Englneerin& Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4 & 5 25-7848:-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to 09/14/09 Gravity Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/14/09 3. LEWATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be perfbmed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dada County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published Iiterature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. NOA No. 10-0518.04 Expiration Date: 11/18/14 Approval Date: 06/16/10 Page 3 of 7 Y 4 4. INSTALLATION 4.1.1 Entegra Galena, Spanish "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS I I8, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (IN) and Dimensions (I x w ) Tile Profile Welght W (Ibf) Length-1(ft) Width -w (ft) 3alena S ish 'S' Roof Tile 8.5 1.42 0.833 Table 2: Aerodynamic Multipliers -1 ift Tile � (ft ) Profile Direct Deck Application 3alena Spanish 'S' Roof Tile 0.235 NOA No. 10-0518.04 Expiration Date: 11/18/14 Approval Date: 06/16/10 Page 4 of 7 I mum o: neswnn moments due to Q - M ft -I Tile 2":92" 3":12" V:12" 5":92" 6":12" 7":92" or Profile Galena Direct Deck Direct Direct Direct Direct neater Direct Spanish Deck Deck Deck Deck Deck 'S' Roof 6.20 6.13 6.03 5.89 5.74 5.57 Tile NOA No. 10-0518.04 Expiration Date: 11/18/14 Approval Date: 06/16/10 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Galena Spanish 'S' Roof Tile 2-10d Ring Shank Nails 1-10d.Smooth or Smear Shank NaI12 27.8 8.8 37.4 11.8 45,5 2-10d Smooth or Scow Shank Nalls 16.4 21.9 1 #8 SQVW 25.8 25.8 2 #8 Screw 1-10d Smooth or Screw Shank Nall Field CII 47.1 24.3 47.1 24.3 1-10d Smooth or Screw Shank Nail Eave CUp)2 10.0 19.0 2-10d Smooth or Screw Shank Nails(Field C 35.5 35.5 2-10d Smooth or Screw Shank Nails ave Clip) 31.9 31,9 1 Installation 2-10d Ring Shank Nails 43.0 87.5 wIth a 4" file head!ep, and fasteners are located a min. of 2W from head of tile. Z When using only one fastener use the hole that is a0proftetely 4-3/4` away from InterlocIdna edge, Table 6: Attachment Resistance Expressed as a Moment Mf (ft-ibq for Two Patty Adhesive Set Tile Profile Tile Application Minimum Attachment Resistance Galena S antsh 'S' Roof Tile Adhesive 2131 3 See manufactures comoonent approval for instal ation uirern&- s. 4 Flexible Products Company TileBond Average weight per patty 11 A grams. PoWam ProdA Inc. Average weight per petty 8 Table SA: Attachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems - Mf (It-lbf) Tqe Tile Application Minimum Attachment Profile Resistance Galena Spanish'S' Roof Tile Polyfoam PolyProTM 86.61 -Powbarn Pol ro'" 45,5 5 Law Paddyplacement of 54 arams of Polypro7m. 'S' Roof Tile 6 Medium Paddy Placement of 24 grams of PoIvProTu. Table 513: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile ARplication Minimum Attachment Profile Resistance Galena Spanish Mortar Set 20,60 'S' Roof Tile NOA No. 10-0518.04 Expiration Date: 11/18/14 Approval Date: 06116/10 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below or following statement: "Miami -Dade County Product Control Approved". GALENA SPANISH "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 61.1 This Notice of Acceptance. 6.1.2 Any other documents required. by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 10-051&04 Expiration Date: I V18114 Approval Date: 06/16/10 Page 6 of 7 PROFILE DRAWING GALENA SPANISH "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE �II IIIII NOA Nate1:0-101511&1104 Ezpiratlon Dat184 Approval Date: M6/10 Page 7 of 7 DEPARTMENT"PERM 7MG, ENVIRONMENT, AND RWMATORYA"AIRS (PERM) BOARD AND CODE ADhMST1 nON DMSION OF ACCEPTANCE 3M Center Building 0220»05-E-06 St. Pant, NN 551441000 MIANU-DADS COUNTY PRODUCT CONTROL SECTION 1180S SW 26 Sft1k Ro0M 208 Munni, FW& 3317542474 T(796)31S-2590 F(786)M-099 Z"-v&Mtd&dtj&yhM SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by b iaW-Dade County PBRA - product Control Section to be used in Miami Dade County and other areas whore allowed by the Authority Having jurisdiction (AHJ). This NOA shall not be valid after the expiration date. stated below. The Miami -Dada County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tate right to have this product or material tested for quality assurance purposes. If this product or material fags to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately to revoke modify, or suspend the use of such product or material within their jurisdiction. PERM reserves the right cceptance, if it is determined by Miami -Dade County product Control Section 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 inchuft the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mnt 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Bach unit shall bear a permanent label with the menufacturees 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 sates, advertising or any other purposes shall automatically terminate this NOM. Failure to comply with any section of this NOA shalt 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. [ Cr,_17 �rP.p tOvEo PIOA No.: 124122L13 Expiration Date: 05/10117 Approval nates 05!10112 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Rooftile adhesive Materials: Polyurethane SCOPE: This approves 3Mm 2 -Component Foam Roof Tile Adhesive AIL160 as manufactured by 3M Company as described in Section 2 of this Notice cf Acceptance. For the locations when the. design exceed the design Prime requirements,ladoni as determined by applicable building code, does not Bance with Roofing � P�u'e values obtained by calculations in compliance g Application Standard RAS 127, for use with approved fiat, low, and high profile roof tiles system using 2 -Component Foam Roof Tito Adhesive AH -1 60. Where the attachment calculations are done as a moment basad system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Froduc Dlaaignns TMProduct acriotion ec ations 3MTM 2 -Component Foam . N/A Roof Tile Adhesive AH TAS 101 TWO com Hent I P° Polyurethane faatn adhesive 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProFackO 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED By OMM: Any Miami Dade Courcy Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile roof file adhesive. Adhesive AH 160 MANUFACTuRw(; LOCATION: 1. Tomball, IM PHYSICAL PROPERTIES: Pro»erty Tot emits Density ASTM D 1622 1.6 lbsJft.' Compressive Strength ASTM D 1621 18 PSI parallel to rise Tensile Strength 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 us./F? Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change ® -40' F„ 2 weeks +6.0% Volume Change ®1580F., I00'/o Humidity, 2 Closed Call Content ks ASTM D 2856 86'/0 NOA No.: 12.0228.18 u F40radon Date: 05/10/17 ' Approval Date: 0VI O112 Page 2 of Note: The physical properties listed above are by accepted ASTM presented as typical average values test methods and are subject to normal as determined manufacturing variation, EYIDENCIC SSUBMITTED: Teet &MM Center for Applied Engineering Test Idome Tat Name/Renn.r #94-060DateTAS 2578I8 -IPA TAS 101 101 04/08/94 25-7438-3 SSTD 11-93 12/16/96 10/25/95 25-7438-4 25-7438-7 7492 SSTD 11-93 11/02/95 Miles Laboratories25 Polymers Division NB -589-631 SSTD 11-93 ASTM D 1623 12/12!95 02/01/94 Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 Trinity Eq& g 01-6739-062b[ll 7050.02,96.1 ASTM B 84 11/16/94 01/16/95 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 528454-9-1 10/23/98 $28454-10-1 520109-1 520109-2 TAS 101 12/28/98 520109-3 520109-6 520109-7 520191-1 520109-2-1 TAS 101 03/02/99 LI1V1'ITATIONS: L Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for ;Ere rang. 2. 3MTu 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high the profiles, 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile mamufacWres acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhosive - 160 roof tale adhesive with their the assemblies shall test in accordance with TAS 101. AH S. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK rooftile adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified heroin, LiWF MS NOA No.:12.0228.1$ Upiration Date: OVIO/17 Approval Date: 05/10/12 Page -3 of 7 INSTALLATION.- 1. NSTALLATION: 1. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof 61e assembly having a current MOA that lists uplift resistance values with the use of 3MTm 2 -Component Foam Roof Tile Adhesive AH 160. 2. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The rooftile assembly,s adhesive attachment whh the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 steal! provide sufficient attachment resistance, expressed as as uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted In the roof file assembly NOA. 3. 3MTm 2 -Component Foam Roof Tile Adhesive AR -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MT� 2 -Component Foam Roof Tile Adhesive All. Operating hWmction and Maintenance Booklet 4. Installation must be by a Factory Trained'Qualified Applicator' approved.and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration ofthe Foam Dispenser RTF1000 dispensing equipmentis required beibre of y The unix ratio between the "A" component and the "B" component shall be maintained be wee 01.0 1�$ t(A): i 0 . (B). The dispense timer shall beset to deliver 0.0.175 to 0.15 pounds per tile as determined at calibration. No other settings shell be approved 6. 3MTw 2 -Component -Foam Roof Tile Adhesive AH -1 60 shaft be applied with Foam Dispenser RTF1000 or ProPa" 30 & 100 dispensing equipment only. 7. 3M7m 2 -Component Foam Roof Tile Adhesive AH 160 shalt not be exposed permanently to sunlight. & Tiles must be adhered in 2=111Y applied adhesive. Tile must be set within 2 to 3 minutes after 3MTm 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimumpatty weight shat! be in accordance with the Tlacemetrt Details' Dein, Each generic file prof6le requires thespecific placement noted herein. Table 1: Placement For Each Generie Tile Min. (grams) 35 24 Wo Paddy Weight per paddy Min. (grams) NOA No.: 12-M8.18 lXplratton Date: MO/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDIWG PERMIT REQUmEMmS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 12.0228.18 Expintlau Date: 05/10/19 Approval Date: 95/10/12 Page 5 of 9 L;0 9 0fsd n/01 SO i AOiddy LUOUSO MICI aaltsatft griummmyou Auvd mms Z MVIZ(I jxwxavza xjs,=aV r Reg 0u'ough plsa8o oeme� on ADMMn PLACD + 4T DETAIL 3 DOUBLE PATTY (between tUe) t � met Ndthroughpub END OF THIS ACCEPTANCE 31"lowdoaftitua 81410 Pft* betmw die =70 um .01"` Fu* N wahoio � ehmpe NOA No..- 12-=U.19 ICYplratton Date: 05/10/17 Approval Data: 05/10/12 Page 7 of 7 "7 END OF THIS ACCEPTANCE 31"lowdoaftitua 81410 Pft* betmw die =70 um .01"` Fu* N wahoio � ehmpe NOA No..- 12-=U.19 ICYplratton Date: 05/10/17 Approval Data: 05/10/12 Page 7 of 7 MIAMI DARE COUNTY MIAMI AMI $ PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2190 F (786) 315-2S99 NOTICE OF ACCEPTANCE (NOA) www.miafnidade now/eeonemv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed andaccepted by Miami -Dade County RER -Product Control Section 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 Miami -Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up 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 revises and renews NOA No. 07-1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0424.09 Expiration Date: 1 V04114 Approval Date: 10/31/13 Page 1 of 17 ROOFING SYSTEM APPROVAL Cateaorv: Roofing Sub-Catefforv: BUR Material: Fiberglass Deck Type: Wood Maximum Desitn Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions GAFGLAS9#75 Base 39.3T' (1 meter) Sheet Wide GAFGLAS®#80 Ultima' 39.37' (1 meter) Base Sheet Wide GAFGLAS® FlexPly" 6 39.37' (1 meter) BUR Mineral Surface Wide GAFGLAS® Ply 4 39.3T(1 meter) Cap Sheet Wide Test Product Specification Descrintion ASTM D 4601 Type II asphalt impregnated and coated glass mat base sheet. ASTM D 4601 Type lI asphalt impregnated and coated, fiberglass base sheet. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. GAFGLAS® Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCap'" 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote'" GAFGLAS® Stratavene Eliminator 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet coated on both sides with Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavene Eliminator 39.37" (1 meter) ASTM D 4897 A nailable, fiberglass base sheet impregnated and Nailable Venting Base Sheet Wide coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Ruberoido SBS Heat- 39.37'(1 meter) ASTM D 6164 Non -Woven Polyester mat'coated with polymer - Weld'" Smooth Wide modified asphalt and smooth surfaced. Ruberoid* SBS Heat- 39.37" (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer - Wale 25 Wide modified asphalt and smooth surfaced. Ruberoide 20 39.3T(1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Pagel of 17 t TRADE NAMES.OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 MGUMhDADE C NOA No.: 13-0424.09 ' ' "' ' Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 Test Product Product Dimensions Specification Description Ruberoie Mop Smooth 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. FireOut"' Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShieleFire 350 sq ft. roll ASTM D 226 Non -Asphaltic Fiberglass -Based Underlayment. Resistant Roof Deck Protection Topcoat' Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer EnergyGuarcr Polyiso Insulation Polyisocyanurate foam insulation (With Current NOA)GAF EnergyGuard"' RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuanr RN Polyiso insulation Polyisocyanurate foam insulation GAF EnergyGuarC Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardTM Perlite Recover Board Perlite recover board GAF EnergyGuard"' RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation SecurocO Gypsum -Fiber Roof Board Gypsum roof board USG Corporation StructodeV High Density Fiber Board High density fiber board Blue Ridge FiberBoard, Inc. MGUMhDADE C NOA No.: 13-0424.09 ' ' "' ' Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill -Tec'" # 12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill -Tec'" #14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill -Tec'" XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill -Tec ASAP 3S Drill-Tedlm #12 Fastener Various GAF with Drill -Teem 3" Standard Steel Plate S. Drill -Tec' 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill -Tec'" fasteners. 6. Drill -Tec'" 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill -Tec'" fasteners. 7. Drill -Tec'" AccuTrac®Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill-Tecn'#12 Fastener, Drill -Tec #14 Fastener and Drill -Tec'" #15 Fastener. 8. Drill -Tec'" AccuTrae Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -Tec'" fasteners. MADE COUNTY NOA No.: 13-0424.09 - I Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 4 of 17 EVIDENCE SuBlvtrr rFD: Test ALrencv Test Identifier Description Date Factory Mutual Research Corp. J.I.2B 8A4.AM 4470 07/02/97 J.I.3139Q1.AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.I. OD1A8.AM 4470 - TAS 114 07/29/94 J.I.OY9Q5.AM 4470 - TAS 114 04/01/98 3029832 4470 - TAS 114 05/11/07 PRI Asphalt Technologies, Inc. GAF -084-02-01 ASTM D 6083 05/09/06 GAF -314-02-01 ASTM D 2178 08/23/11 GAF -315-02-01 ASTM D 2178 08/23/11 GAF-276-02-01Rev ASTM D 6083 12/16/10 GAF -276-02-02 ASTM D 226 11/15/10 GAF -270-02-02 ASTM D 226 11/15/10 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD 66850.08.07-1 ASTM D 3909 08/13/07 G34140.04.11-4 ASTM D 6401 04/25/11 030250.02.10-3-R1 ASTM D 3909 11/26/12 G34140.04.11-5 ASTM D 4897 04/25/11 G34140.04.11 -5-R1 ASTM D 4897 I OII V13 G34140.04.11-2 ASTM D 6163 04/25/11 NOA No.: 13-0424.09 Expiration Date: 11!04/14 Approval Date: 10!31/13 Page 5 of 17 APPROVED ASSEMBLIES Deck Type 11: Wood, Insulated Deck Description: t9/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation 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/ft' EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation �+ Minimum 1" thick N/A NIA EnergyGuardTM Perlite Recover Board Minimum %a" thick N/A N/A EnergyGuardrm Perlite Roof Insulation Minimum %" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavene EliminstorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTm Fire Barrier Coating, VersaShieieFire-Resistant Roof Deck Protection or (optional) SecurocV Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavele ElirninatorTM Nailable Venting Base Sheet, Ruberoie 20, Ruberoid® SBS Heat-We1dTM Smooth or Ruberoie Heat-We1dTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. In the field. (Maximum Design Pressure —45 psf, See General Lfmftatlon #7) GAFGLAS® Ply 4, GAFGLAS® FlexP1yTM 6, GAFGLAS #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTm AccuTrace Flat Plate or Drill-TecTm AccuTraco Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. WkxWsum Design Pressure —45psf, See General LbnUation #7) MIAM' C C0 NOA No.: 13-0424.09 U I Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 6 of 17 r Base Sheet: Ply Sheet: APPP,OVED GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure SZ psi; See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid®20, Ruberoid®Mop Smooth, base sheet attached to deck with approved 1'/," annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the r 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 Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill TecTm #12 Fastener, Drill-TecTm #14 Fastener and Drill-TecTu 3" Steel Plate, Drill-TecTm AccuTrae Flat Plate or Trill-TecTm AccuTrae Recessed Plate 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 Pressure —60 psf, See General Limitation #7) Any of above anchor 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. (Maadmum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #7S Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM #12 Fastener or Drill-TecTM #14 Fastener and 3" Drill-TecTM 3" Steel Plate, Drill- Tecm AccnTrac® Flat Plate or Drill-TecTM AccuTrac®Recessed Plate 8" 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 Pressure —75psf, See General LitnUadon #7) Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS'® Stratavene EliminatorTM Perforated Venting Base Sheet, Ruberoie Mop Smooth, Ruberoie 20, Ruberoie SBS Heat-Weldru Smooth or Ruberoie SBS Heat- WeldTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 IbsJsq; (see General Limitation. #4). One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PlyTm 6 sheet or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT ..-....- -_J _. _ �. _ _r,.,..., .. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 7 of 17 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral SurfacedSheet or GAFGLAS® EnergyCap'' BUR Mineral S p S112:111,13 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-00 lbsJsq Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 400 Ibs./sq. and 3001bsJsq. respectively in a flood coat of approved asphalt at 601bs./sq. Maximum Design 2. Topcoat® Surface Seat SB applied at Ito 1.5 gal./sq. Pressure: See Fastening above. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 9 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners (Table 3) EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick EnergyGuardTM RN PoIyiso Insulation Minimum 1.4" thick EnergyGuardrm RA Composite Polyiso Insulation Minimum 1.5 thick EnergyGuardrm Perlite Roof Insulation Minimum 3/a" thick Structodek® High Density Fiberboard Minimum 1" thick 1, 2,3or4 1, 2,3or4 1,2,7or8 1,2,7or8 Fastener Density/ft, 1:3 ft3 1:3 ft-' 1:3 W 1:2 ft2 1:4 fta Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS® Stratavene Eliminatorrm Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener (Table 3) Density/fe Any of the. insulations listed for Base Layer, above. N/A N/A Structodele High Density Fiberboard, EnergyGuardTM Perlite Recover Board Minimum %a" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite Insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielde Fire Resistant Roof Deck Protection or (optionao SecurockTM Gypsum Fiber Roof Board. MwhiwnAoec UNWWM NOA No.: 13-0424.09 • ' Expiration Date: 11/04/14 Approval Date: 1051113 Page 9 of 17 Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAe #80 Ultima` Base Sheet, GAFGLAS® Ply 4, GAFGLAS® FlexPlyTm 6, GAFGLAS® Stratavente Eliminator - Perforated Venting Base Sheet laid dry, Ruberoid® Mop Smooth or Ruberoid® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (See General Limitation #4). Ply Sheet: Two or more plies of GAFGLASO Ply 4, GAFGLASa F1exP1yrm 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS'a EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a fill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See GAF application instructions for approved method of installation). Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. Maximum Design 2. Topcoat® Surface Seal SB applied at Ito 1.5 galJsq. Pressure: -45 psf; (See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 10 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32„ or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuardTm RN Polyiso Insulation, EnergyGuardTm PoWso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick NIA N/A EnergyGuardrm Polyiso Insulation Insulation Fasteners Fastener Min. 1.4" thick N/A N/A EnergyGuardrm RA Composite Polyiso Insulation 1, 2,3 or 4 1:3 ft2 Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Recover Board 1, 2 or 3 1:3112 Minimum W thick' N/A N/A Structodek® High Density Fiber Board 3 Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be Increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLASO Stratavent® EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer Insulation Fasteners Fastener Ener gyGuardTM Polyiso Insulation, EnergyGnardTM RA Polyiso Insulation (Table 3) Density/fe Minimum 1.3" thick 1, 2,3 or 4 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick 1, 2 or 3 1:3112 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft2 EnergyGuardTm Perlite Roof Insulation Minimum W thick 1, 2,7 or 8 1:2 ft2 Structodele Mgh Density Fiber Board Minimum 1" thick 1, 2, 7 or 8 1:4 W sanMananecourrn NOA No.: 13-0424.09 JAPPR• ' I Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 11 of 17 i Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. CAF requires either a ply of GAFGLASn Stratavento EliminatorTm Perforated laid dry or a layer of EnergyGuardrm Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieleFire Resistant Roof Deck Protection or (optional) SecurockTm Gypsum Fiber Roof Board. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima'''"' Base Sheet, GAFGLAS® Ply 4, GAFGLAS F1exP1y"M 6, GAFGLAS® Stratavene EliminatorTM Perforated Venting Base Sheet laid dry, Ruberoie Mop Smooth or Ruberoie 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. PIy Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPlyTm 6 ply sheet or GAFGLAS® #80 Ultima?' Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAeEnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 4001bsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. Maximum Design 2. Topcoat® Surface Seal SB applied at Ito 1.5 gaUsq. Pressure: -45 psf; (See General Limitation #7) MtarrrNawQe CouNrr NOA No.: 13-0424.09 ' ' ' ' ■ Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 12 of 17 Deck Type 1I: 'Wood, Insulated Deck Description: "/3a" or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener EnergyGuardTm Polyiso Insulation, EnergyGuardT" RA Polyiso Insulation (Table 3) Density/fig Minimum 1.3" thick N/A N/A Structodeke High Density Fiber Board Minimum 1" thick N/A N/A Fire Barrier. FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS* #75 Base Sheet, GAFGLAS® #80 UltimaTm Base Sheet, GAFGLAS® Stratavene EliminatorTM Nailable Venting Base Sheet or Ruberoie 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTu AccuTrae Flat Plate or Drill-TecTM AccuTrac® Recessed Plate is installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) Drill-TecTN #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTm AccuTrae Flat Plate or Drill-TecTM AccuTrac®Recessed Plate is installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) GAFGLAS® #80 UltimaTm Base Sheet, Ruberoie20, Ruberoid®mop Smooth, base sheet attached to deck with approved annular ring shank nails with a minimum embedment of I" into the wood substrate 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 Limitation #7) Drill-TecTm #12 Fastener and Drill-TecTm #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTu AccuTrace Flat Plate or Drill-TecTM AccuTrace Recessed Plate in 4 rows 12" o.c. 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 Pressure --60 psf, See General LlmUation #7) Ply Sheet: One or more plies GAFGLASO Ply 4, GAFGLAS® F1exPlyTm 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and C=*WEC0UNWat a rate of ZO-401bs./sq. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 13 of 17 OK M rr I Deck Type 1: Wood, Non -insulated Deck Description: !9/72" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOufm Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #90 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below, Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exPlyTm 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" o.c, at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTm #12 Fastener or Drill-TecTM #14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTrae Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Mxdmum Design Pressure --45 psi, See General Limitation #7) GAFGLASn 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 spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.Spsf, See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoie20, Ruberoid®Mop Smooth, base sheet attached to deck with approved I A" 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 Limitation #7j GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTm #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTu AccuTrace Flat Plate or Drill-TecTM AccuTrae Recessed Plate 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 Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTu 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 Limitation #7) Mtwaatscourrrr NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 a x 04 , GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTm 3" Steel Plate, Drill-TecTm AccuTmc® Flat Plate or Drill-TecTu AccuTrac® Recessed Plate 8" 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 Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS'o EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 4001bs./sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. Maximum Design 2. Topcoat® Surface Seal SB applied at Ito 1.5 galJsq. Pressure: See Fastening Above MIAMFEAM COUNW NOA No.: 13-o424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 LL It 4 p WOOD DECK SYSTEM .u1um ATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4" Dens DeckT"T Roof Board or %a" 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 lbsJsq., 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 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 maximum design pressure of -45 pst 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F'} value of 2751H.., 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 Professional Engineer, Registered Architect, or Registered Roof Consultant maybe 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.) S. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 I 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roofpressure 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 comers). (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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE M►a Daae couNrr NOA No.: 13-0424.09 ' ' v Expiration Date: 11/04/14 Approval Date: 10131/13 Page 17 of 17 SWEHS art m-.(1GFU) �C 'Polyfse or'Poly- Special' wtl#IPnlliltr• wo :!:XtA. nein. : 'U: •:r a.r• "._�.. Cost: One or two applications 'Weofiese 08.7050 ; a plkd it /iq/appplication at three applicatlont. applied 1.1/4 gal/sqf appltcalio :j •32 .dry mils). •facing:'Gacolieu UA -fir Series (various colors), applied I gat/sq (I : FIC Incilnlr 1/2 ' sass: 'Poly -iso- or'Potyiso Spector with'ratyroarn 251"or'Pol)faan 3% 1 In. min. 4 it Cost- One or two applications 'Gacollex U0-7050-, a plied at i f t/sq/applheation or three applicaltons, applied I•1/4 gal/sq%spptiutior "iI �r dry mits). . i rrfacing: "Gacollex UA•60' Serfes (various colors), appCed I gal/sq (15 : tic t) indlne: 2 ! 38m: 'Poly-ISO' of 'Poly-ISO Special' with'Polyfoam Z51' or"Polyroam 33', 1 [a. min. as; Cost- "GacaSil 5.1000. applied at 1 gal set (10 dry mitt). urfacing:'Gicoftex S-10007, applied at I ga /sq (10 dry mlis). -is JiC incliner *amt "Polyroam 251' at 1otyfosm 303', any thickness. - .urfadag:'Gaeoflex Ute-Shlel(d 7007'. 40 dry mils. ck: HC Incline:2-1/Z cam: •Polyroam 275 : aay thickness. case Coat:'Gaeoflex A-6211'. 1-1/2 gal/sq (14 dry mils). ' ;r facing: 'Gaeoftex A•6200' series (various colors). 1-1/2 gat/sq (14 1ATERIALS CORP R1306 (11) 61 ALPS R0, WAYHE 113 07470 I£R0f0 20' at 1RUSER0[0 Modified Base Slseet' may be utilized as an ale to Type GZ base sheets in any of the following Classifications. W.. thick (min) gypsum board at 1/4 Its. thick (nhin) Georgia•PacirC Otck*' overlayrnent board may be used in any existing noncombustible Classitiiation: When this is done, (lee resulting roofing system' is -table For use over combustible (15/32 In, min) roof decks. The joints in Tum board and oveslayment board are offset 6 In. with the joints in the polystyrerie'sl part of the roof system, it must be placed below the syrnenl board. ASPHALT FELT SYSTEMS WITH IIOT ROOFING ASPIIALT s G2 asphalt glass mat base sheet (`GAFGLAS RIS Base Sheet') is a ale alternate for Type GI asphalt 91311 fiber ply sheet ('GAFGLAS Ply C or ;LAS Ply 6) in tire Class A, 8 or C roof systems indicated below root deck may first be covered with a Type G2 asphalt glass mat base 'GAFGLAS Stratavent (Vent -Ply) perforaled' or GAFGLAS Slralavent„- :•Ply) tar naitable decks'. Perforated to be mopped gild nailable to be anftally attached granul! side down. an option Type G2 asphalt glass mat base sheet ('GAFGLAS R)S Date Sleet' :AFGLAS Slalaveat (Vint -My) for nailable docks')'may be substituted for ,pbait glass fiber ply $beet ( GAFGLAS Ply 4' or 'GAFGLAS Ply 6) as (lie d bate ply In (lie following Systems. :tom ply of base, sheet may be solid mopped. spot mopped or meehatsically :mid. :!ss otherwise indicated, aft insulations may be #hot mopped or mechanically :ned. %FGLAS Flashing' or'Rubtroid' may be used for flashing in arr/ of lite Class or C systems listed below: in 'p!rlile' Is referenced. this includes 'GAFTEMP PURALITEe' or any •r UL Classified pctlile insulation. (shed stone or slag are suitable aittinales for gravel in any el the Class A. C systems litted. .actrrrat ccrrreul fiber blinding units ate considered suitable to be heeluried • deck In the !allowing Class A. 0 or C systems listed over C•13/32 or tic. : use of gypsum build under an•/ of the following Class A. B or C systems s not adversely effect lite rating. The use of 1/1 in. shin gypsum board is rcceptabte &((storage forinruialron over C-15/31 decks. : use -of polystyrene Insulation board between min 3/4 Irh, petlite board deck with rosin paper (;mile/rosin paper/pofystyren!/perlite) is a able Attrnate for isocyin.rale board in tine following Ctats A. 0 or C :!fns. .ATUMP huterni RA', 'GArifMP Talleted #solhc'm FA' aril 'GAfiFMP •hposile A' may be snbstiluacd ler any Isucyanurale Insulation fn any of the owing Classifications. (list A, B and C. --� - •-=••r= lar uhf •-•.•: ors::nie and glass feits or rlodired bilunten i" thickness: _ t.= `; N ''• •::ws•et:tlA2 Ai r= ;. F�.n.. a ..air' •••..: Ply Sheets Thies or mare layers Type GI 'GAFGLAS Pty 4' orrGAFGLAS fly 6'« Got mopped. - .r... .�'• .:,. Sur(scing: Gravel Z. Otck: C•15/32. Insulation (Optlonal)i Ous or mote layers perlite, i ood,liber glass fiber; tsocyanurale. tuelieane. periitersocyanurale composite. is�ellite/ urethane composite. wood fiber/Isacyanurate composite, phenolic any thickness. Ply Sheet: Three or more layers Type G1 'GAFGLAS Ply 4' or "GAFGLAS Fly Cap Sheet: One layer Type G3 'GAFGLAS Mlnetat.Sutfaced Cap Sheet'. 3. Oeek: tic Udine: 2 Insulatlon (Optional): One or more layers petlite, wood fiber, glass fiber. isocyanurale. urelbane. perlitejsacyanurate composite. petlite/ urethane composite, wood liber/isocyaeurale composite, phenolic, 21n. MAX. Ply Sheet: Two or more layers Type G1 'GAFGLAS Pty 4' at 'GAFGLAS Ply Cap Sheet: Oor layer Type W 'GAFGLAS Mineral Surfaced Cap Sheer. 4. Oeckr 11C . l4ellne: 1/2 Insulation: One or two layers 'Isolhtrm fr. 4 til,, aha.., fat mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. OQeckt C•15/32 rami.. e Base Sheets One I er of T G ase Street' (may the rrare . 1 PI Street: One or mote la er of TMy {- at GAFGLAS Ply ap Sheet: One liver of Tye G•3'GAFGLAS Mlrsenl so fated can sh-ptl. 6. e Base Sheet- One layer of Type GZ 'GAFGLAS 975 Base Shtet . Gly Sheet: One or nate Jaye($ of Type GI 'GAFGLAS Ply 4' or GAFGLAS Ply Cap Sheett One layer of type G•3 'GAFGLAS Mineral Stilts"d tap Sheer. 7. Deck: C-15/12 Inellne: 2 Insulation: One ormotelayers pellilt. glass fiber, iset•/anursle, urethane. perlite/isocyanurate composite, perlite/utellrsne composite, phtnolic. 1.0 in. min (offset from plywood jabits 6 In.). Base Sheet: One or more layers of Type GI. GZ or G). Membrane: One or more layers of 'Ruberoid Torch* (smooth or granule). 'Ruberoid Torch Plus (granule). 'Ru:troid Mop' (Broth or granule) a: 'Ruberoid Mop Plus' (granule). Cap Sheet: 'GAFGLAS Mineral Surra;ta Cap Sheth'. iot nopptJ 8. Cecil C-IS/Jt incline: Z Insulation (Optional): One at snore layers pert;!, wood fiber gglass fiber, isocyanurale, urethane. p!tllle/isoeyanurstt composite, ptrtil!/ urethane composite. wood fiber/iso:yanuate crim;aitt. phenolic. an/ thickness. Base Sheet: Tyro or more layers of Title GI or G3. Ply Slit et (OpllonsO.- One or more layets of Type 61, PMembrane: One or more layers of 'iuberoid Torcli (smooth or granul!),• Ruberoid Torch Plus' (granule). 'P.v,.troid Map' (t.waott of granule) er Zuberoid Mop Mus' (granule). p Sheet:'GAFGLAS Hinerat Suefs:td Cap Sheet'. hot napped. Class i Deck: C-IS/32 1� Incline: 3.112 Insulatlon (OpUonat): One or =-:,:e layers p-&-. wood ribtr giro fiber, isocyauuale, ureUhaue, ptrl"Osoeyanura:s composite. rttll!t/ urclhaue composite. wood fibe/is:tyanuate cd.::,+gene. phenolic. a'=/ lhlckncss. Ply Sheet: two or snore layers of ljpe Gd 'GAfGLL,,S ply 4' or 'GAfGC/•S Ply 6- , Cap Street: Type 63 'GAFGLAS Mint:sl Surfaced Cr+dh!et-. hot Deck: C-15/32 Inclines 3.1/2 Insulation (Optional)1 One off.::e layers pt+:i:!, wood fibt,, 5.rss fiber, isocyanuate, urethane. t:tr::tt/isocyanura:t composilr. r.ttt.:t/ urethane composite, woos! fiberrs:cyanuate cCr-;91ite. phtn-.Uc, a-/ thickness. Rate Sheet: Two at nhnre layers a lylrc Col. G7 r.t fl. Hembnne: Une nr mile lAytrs of 'Eaberoid (urdb' (rhnnntl' Of yrarhr.rl• 'Ruberoid horclh Plus' (granule). 7,,eberoid Huy' (uuaulh or yraault) ct 'Ruberoid Flop Plus' (granule). Cap SI►ett, 'GAFGLAS Hinesal Surto;ed tip Shcc:'; hot nhopptd. v .. 1 0.SV G ul Y7 "EnergyGuard'" RA" or "Tapered EnergyGuard- RA" or "EnergyGuard— Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation In any of the following Classifications. Trumbr#llkP o 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 Permallte 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 "TOPCOAT@ Fireshleld MB" at 2%. to 3-gal/100-f:2. "Ruberold@ Dual Smooth" may be used as an alternate to "Ruberold@ Mop Smooth" or "Ruberold@ 20" or "Ruberoid@ 20 HT" "Ruberold@ Mop Smooth 1.5" may be used as an alternate to "Ruberold@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberold@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberold@ Mop" SBS products in any 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/polylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more piles Type G1 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 perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanu rate composite or perlite/urethane composite or wood fiber/polyisocyanu rate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or 'Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap7m BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, peNite/polyisocyanurate composite, perlite/urethane composite, wood flber/polylsocyanurate composite, phenolic, 2 -In. maximum. Ply Sheet: Two or more plies Type G1 "GAFGLAS@ Ply 4", "Trf-Ply@ Ply 4" or "GAFGLAS@ Ply 60. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap'" BUR Mineral Surfaced Cap Sheet." 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Trl-Ply@ #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or GAFGLAS@ Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapT"" BUR Mineral Surfaced Cap Sheet." Surfacing (Optional): - ""TOPCOAT@ EnergyCoteTm Elastomeric Coating" applied at a rate of 2-gal/10040. 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@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap`"" BUR 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 in. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberold@ Torch Smooth" or "Ruberold@ Torch Granule" or "Ruberold@ Torch Granule Plus" or "Ruberold@ Mop Smooth" or "Ruberold@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or "Ruberold@ Mop Granule" or "Ruberold@ Mop Plus Granule" or "ROOFMatch'" SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch°M APP Modified Granular" or "Tri -Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberold@ Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap SheeVor "GAFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Deck: C-15/32 Incline: 2 ttp://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name--TGFU.R1306&c... 4/30/2014