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RF-14-182Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 3- 5 5- OF;` 5 /, 30ZU14 FBC 20 l v Permit No. Master Permit No. L4 ` b721 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: -1' J2, 06 "02() - 09-7 0 Is the Building Historically Designated: Yes —NO- OWNER: Name (Fee Simple Titleholder): PA DD V1 4(! lA Address% 1 -15 /ya) 2—Z . 0 r City: Zone: N C Phone#: -3 0 S 6.�'/ Z 9,6 4 State: 9,/-- Zip: Tenant/Ussee Name: Phone#: Email: CONTRACTOR: Company Name: 7l Z)f C"`L 34 CIf&I _f- C- Phone#: Addrt City: ,70M. U State Contact Phone#: 2 ® S 20 Y �7 ?/ Email Address: of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ �-ro 0 Square/Linear ZpajrL e Work: /3// Type of Work: ❑Addition OAlteration ONew place ODemolition Description of Work: r o o Color thru tile: Submittal Fee $ .5DCxD Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 0 Confidentiality Note: This e-mail, and any attachment to it, contains privileged and confidential information intended only for the use of the individual(s) or entity named on the e-mail. If the reader of this e-mail is not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that reading this e-mail is strictly prohibited. If you have received this e-mail in error, please immediately return it to the sender and delete it from your system.. This e-mail and any attachment(s) are believed to be free from virus. However it is the responsibility of the recipient to ensure that they are virus free. We do not accept any liability for any loss or damage arising in any way from the receipt, opening or use of this e-mail and any attachment(s).. Thank You. AmericanVision USA* *This is a registered trademark of AmericanVision USA, LLC. . Bondng 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 made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE. RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the 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 thee of such osted notice, the inspection will not be approved and a reinspection fee will be charged Signatur Owner or Agent The fore oing instrument was ackn wledged before me this L& day of , 20Jf—, by 4 , who is personally kno to me or who has produced �® As identification and who did take an oath. NOTARY PUBLIC: C Sign: li Print: My Commission ExpirgOTARYRMUC -STATE OFFLORMA •• '. E. G. Budwick Commission # EE075890 ''•,,,,„,,1z Expiras. MAR. 20, 2015 APPROVED BY The foregoing instrument was acknowledged before me this // day of�°r1 , 20 �, by �l P P r i 7 -iTc( ,-r who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/ W012)(Revised 07 /10/07)(Revised 06/1o2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission �AX44s JAMIE JENKINS. V cohmssION 0 "009M E MM: Apra 21, 2017 Zoning Clerk �a f�C;Uft- SI�GV�" 1 ht'1"P 1 g, .� c F o i�t�7t etto Sri c f ;.� tires AC#6363797 C STATE OF • • j�a c :• =i • �►�� Q1 L12091302114 C NSR 09/13/20121128079403 IGCC1328850 The ROOFING CONTRACTOR Named b'eloW IS CERTIFIED Under the provisions of Chapter 480 FS. Expiration dates AUG 31, 2014 FIDDLER RERRTT KDF CON�ITRUCTTON B INC 841 NW 173RD TERRACE MIAMI GARDENS FL 33169 RICK .SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY .6997176 13USINMM NAMBILOCATION RE celPr No EXPIRES . ll CONSTRUCTION INC RENMAL. SEPTEMBER 30, 2014 841 NW -173 TERR 7272693 Must be dlspiepd at plane of buslnM MIAMI GARDENS FL 33169 Pursuant to Cowry Code Chapter 8A— Art. 9 & 10 01fVNER SEC. TYPE OF BUSINESS PAyMEM11T RECE1V80 KDF CONaTRUCTION INC CC SPECIALTY BUILDING'CONTRACTOR BY TAX COLUMfOR Worke.Ill 1 CCC13Z8t350 $45.00 09/30/2013 CREDITCARD- 13412572 Uft local ftft ssTax Recelpt only confirms nt oflde Ll Business Tex. The Receipt ls��topu� for permit.Ot a CBRR106NOa Ot t ie �d feQeh01n9nta 1Ath Cb ap UtB be91n85& �Y WWT�th1 pengllYelnale regUletory - - % RECEIPT No. abm MW be dWpI0 ad on all carowefcial vedlelea ° 1Atam1 "Dods Code Sec 89-M For more iaformetia4dail F / I=F CATEOVIi R Low Slope O Mechanh k Fast 1 ❑ Asph ddc D Metal PaneWhingles Shingles D PrescripSve BUR-R ROOF TYPE ❑ New Roof &Re-Rooing ❑ Recoverin RAAF AVATION IMFARl ■ 4 iR ■& ■�,� ra0a■aNr- our . m o awn® Be U MoriadAdheshm 0 Wood Shinglest Are there 1S 150 Gas Vent Stac Yes❑ 'NoC Type: Natural ❑ I a D Repalr ❑ mom IATION s (SRI TnW (SRI Ilusbate all levels and sections, roof drains, scuppers, c tow drains. Include dbnensbm of secftm and levels, id alav8tad nrommum zero and location of naranata. is Fm- Or Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, ident' as "NA ") System Manufacturer: .O Z;4;�e' NOA No.: Design Wind Pressures, Frnrn RAR 126 or Calculations: Pmax1: '7 Pmax2: 7/7 Pmax3:' /® � Max. Design Pressure, From the Specific NOA System: Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows 4., @ " oc Perimeter: _ oc @ Lap, # Rows @ ° oc Corner: " oc @ Lap, # Rows @ u oC Number of Fasteners Per Insulation Board Field: Perimeter Corner Deck: Type: Illustrate Components Noted and GaugeJThickness: Details as Applicable: Slope: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor /Base Sheet& No. of Ply(s): • �*4044Sg trip, Base Flashing, Counter- Flashing, oping, Etc. An or eet F ever on ' feria indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Base Insulation Fasterfer /Bonding Material: Top Insulation Layer: Top insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Height Ply Sheet(s) & No. of Ply(s): Top Ply,�st n !Bond Surfacing:` , �r FT. Parapf Height FT j-, 54 Mean Roof Height Ply Sheet(s) & No. of Ply(s): Top Ply,�st n !Bond Surfacing:` , MIAMI -DADE COUNTY MiAMI:ADE 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 OA hwW.miamidade.„ov /ecanQw 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. TERNMATION 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 l through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. MFAMD CON ICJ NOA No.: 13- 0424.09 Expiration Date: 11104/14 Approval Date: 10/31/13 Page 1 of 17 d ROOFING SYSTEM APPROVAL Category Roofing Sub- Cateaoa -, BUR Material: Fiberglass Deck Type: Wood MaXiMUM Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product P.Lmensions Specification D .-eserliption GAFGLAS8475 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) Base Sheet Wide GAFGLAS® F1exPly'" 6 GAFGLAS Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS EnergyCap' BUR Mineral Surface Cap Sheet 39.37' (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide ASTM D 4601 Type II 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. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced wide with mineral granules with factory applied 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® Stratavento 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. Ruberoido SBS Heat- 39.37' (1 meter) Weld`" Smooth Wide Ruberoid® SBS Heat- 39.37" (1 meter) Weld' 25 Wide Ruberoid® 20 39.37' (1 meter) Wide (y�7T s . ;0 • d�� ' APPVED 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.: I3- 0424.09 Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page 2 of 17 f r TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED B'Y' APPLICANT: TABLE 1 r71AMI•DADECC NTY NOA No.: 13- 0424.09 • , Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 Test Product PLoduc Dimensions Specification Description Ruberoid'o Mop Smooth 39.37' (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. FireOuim Fire Barrier 5, SS gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShiele 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 t Name Product Description Manufacturer EnergyGuardm Polyiso Insulation (With Current NOA) Polyisocyanurate foam insulation GAF EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyOuarC 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 Securock® Gypsum -Fiber Roof Board Gypsum roof board USG Corporation Structodele High Density Fiber Board High density fiber board Blue Ridge FiberBoard, Inc. r71AMI•DADECC NTY NOA No.: 13- 0424.09 • , Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 APPROVED FASTENERS: TABLE 3 Fasten Produc t Product Manufacturer Numbe Name Description Dimensions Mith Current NOM 1. Drill -TecT" # 12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill -TecT" #14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill -Tecm XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill -TecT" ASAP 3S Drill -TeO'm #12 Fastener Various GAF with Drip -TecTm 3" Standard Steel Plate S. Drill -TecT" 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill -TecT" fasteners. b. Drill -TecT" 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill -TecT" fasteners. 7. Drill -TecT" AccuTrac4'Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill -TecT" #12 Fastener, Drill -Tec"" #14 Fastener and Drill -Tec", #15 Fastener. 8, Drill -TecT" AccuTrace Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -TecT" fasteners. realm -DADE CO— NOA No.: 13- 0424.09 • Expiration Date: 11/04/14 Approval Date: 10131113 Page 4 of 17 EVIDENCE SUBMITTED: Test Agencx Test Identifier Descrintiqlx Date Factory Mutual Research Corp. J.1.2B8A4.AM 4470 07/02/97 J.I.3B9Q1.AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.1.OD1A8.AM 4470 - TAS 114 07/29/94 J.I.OY9Q5.AM 4470 - TAS 114 04101/98 3029832 4470 - TAS 114 05/11/07 PRI Asphalt Technologies, Inc. GAF - 084 -02 -01 ASTM D 6083 05109106 GAF - 314 -02 -01 ASTM D 2178 08/23/11 GAF - 315 -02 -01 ASTM D 2178 08/23/11 GAF- 276 -02 -01 Rev 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 l ERD G6850.08.07 -1 ASTM D 3909 08/13/07 034140.04.11 -4 ASTM D 6401 04/25/11 G30250.02.10 -3 -R] ASTM D 3909 11/26/12 G34140,04.11-5 ASTM D 4897 04/25/11 G34140.04.11-5-RI ASTM D 4897 10/18/13 G34140.04.11 -2 ASTM D 6163 04/25/11 MIAMFD DE �� NQA No.: 13-0424.09 OVED . Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 5 of 17 Deck Type 1: Wood, Non - insulated Deck Description: 19 /3," 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 VersaShieldo Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavento EliminatorTM Nailable Venting Base Sheet, Ruberoido 20, Ruberoido SBS Heat- WeldTM Smooth or Ruberoie SBS Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS°° Ply 4, GAFGLAS® FIexP1yTM 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 PIy 4, GAFGLAS® FlexP1yTM 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 AccuTrac® 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) GAFGLAS® Flex P1ym 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) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid 20, RuberoideMop Smooth, base sheet attached to deck with approved 1 t /," 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 AccuTrac'o 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 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) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM 414 Fastener and Drill -TecTu 3" Steel Plate, Drill -TecTM AccuTrae 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) 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 2040 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS' EnergyCapT"I 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 lbsJsq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. 2. Topcoat' Surface Seal SB applied at Ro 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above MfAM E NTY NOA No.: 13- 0424.09 •. , Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLASn Ply 4 and GAFGL.AS® Flex PIyTm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum A" Dens DeckTM Roof Board or ;" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: R 4. 1 7. 8. 9. 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 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- 401bsJsq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 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 Ibs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 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. 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. 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 seated 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.) All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS I 1 I and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). 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.) 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 rnMu na s o � NOA No.: 13- 0424.09 (♦ "' Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 TGFU.R1306 Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 4. Deck: C -15/32 Incline: 1 M141-1 I+1-1 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 "GAFGLASO #75 Base Sheet" or "Tri -PIyg #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G 1 "GAFGLAS® Ply 4" or "Tri -Plyg Ply 4" or GAFGLAS® Ply 6. Cap Sheet: -- One ply Type G3 "GAFGLAS0 Mineral Surfaced Cap Sheet" or "Tri- Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." Surfacing (optional): -- "TOPCOAT® EnergyCoteTM" applied at a rate of 2- gal/ I004P. Copyright © 2011 Underwriters Laboratories Inc. g The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 4 2011 Owner's Kotifica4tn Form HVHZ 2010 MIAMEDADE n • Delivers Exce/%rtce Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the 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 15 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 provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses,' condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. = 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. 66 9 Owner's /Agent's Signature: G- Date: G / / 7VI Contractor's Signature: Permit Number: Nor Property Address: �%/