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RF-16-26474 3 Miami Shores Village uilding Department BUILDING PERMIT APPLICATION BUILDING [l ELECTRIC EXI ROOFING Florida 33138 56-8972 305)762-4949 R.ECEIVE,D OCT 13 2016 1II FBC 201i S Master Permit No. Bari (Ir 00.7 �• ub pe mit o. R j , —9(041 Ei �� REVISION E S ON I ❑ R irAT ['PLUMBING ❑ MECHANICAL DPUBLIC WORKS p JOB ADDRESS: Mr° (NE r CHANGE OF ❑ CANCELLATION D SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: / . 2t. 7 (12 'm 004e Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: 'Flood Zone: BFE: FFE: , P OWNER: Name (Fee Simple Titleholder): A f )0/1.0._6 o ,t, a o Phone#: ..? V43� r...% Address: /06 -In f /Cc XI— ��i City: ©M / A7O=A State: /" i' ^, Zip: 13/3f Tenant/Lessee/Name: Nie iee Phone#: A Email: LLtif Agn 0 _Ce_,I=. mtroLi.iver CONTRACTOR: Company Name: ("\•0-• SCMNC,‘A.,:L CD, 0 -Qt rsP y#y+it Phone#: CrR-Y SS-e'ZV'� Address: \ Lk (Q 0 S v City: \ , - i\\ lk l`'\\ State: L.._ Qualifier Name: \Ci 3 rL.... � 0, -NC `L Cc,V Phone#: � '1(10 -SC - 07-11 State Certification or Registration #: CCC V41.c- Go 60`x• Certificate of Competency #: DESIGNER: Architect/Engineer: ANNE l I AIioti ,4#2(i (MC TUMPhone#: 3o$ T X oggo Address: eR 6. Sv9,2'$ 7" City:Ct war g te: FL- Zip: 3/S3 Value of Work for this Permit: $ 3/ S -S -0.9-X Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration [] New ig Repair epla _ 0 Demolition Description of Work: - Specify color of color thre tile: Submittal Fee $ Permit Fee $ -1S-04.3 CCF $ 2 90 CO/CC $ 15- CI Scanning Fee $ 1-0) Radon Fee $2..O'® DBBtPRR $ a'tp Notary $ 5-.0'2 Technology Fee $ 3 :a°Training/Education Fee $ ® •I9 Double Fee $ 4:e - Structural Reviews $ IRevisedo2/24/2014) Bond $ TOTAL FEE NOW DUE $ Ci 0 •@40 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as Indicated. 1 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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, o certified ropy of ehe-recorded'noti'ce of commencenre'rn'musi be pOstedlit 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 wil "not prop and a reins on fee will be charged. Signature OWNER or A -ENT The foregoing instrument was acknowledged before me this I day of ®C7 , 20 is , by !-ill n u,) who is pe pally cn wn me or who has produced as identification and who did take an oath. `��Se„P¢iitrrvr NOTARY PUBLIC: Sign: Print: Seal: `t• 'sig,, ,• `. • 2:T. o�N *******************#***** (Revlsed02/24/2014) 3 simew ''' r 5l41 IldNd ! Signature CONTRACTOR The foregoing instrument was acknowledged before me this \ _ — day of eD cZ o Ss e , 20 t (p , by i).raz.WC , who is p me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: to as LTi"wI!1T3 . _ EXPIRES July 15. 2018 (407 ;a-0153 FloridallotaryService,com *+i##***#######********Y#+kik******************####,MI*s******#6##r#****d�####****### Q4t.0 ` f APPROVED BY j� 5 14. Plans Examiner Zoning Structural Review Clerk MIAMI -DADS COUNTY MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 form. The owner's initials in the designed space indicates that the item 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.) 111 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 he occupants and 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 derside of the decking may not be acceptable. The owner provides the option of maintaining its 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 s;rsten9.is renloved. Pondtrlg•:• • conditions should be corrected.• • uti 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the rppf js not gverl9aded for'rt •; a build up of water. Perimeter/edge walls or other roof extensions may block this discharge ifi erflowscuppers (woll:••• outlets) are not provided. It may be necessary to install overflow scuppers in accordance I t} requirenaeits 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 theiritrrl6r of floe . structural assembly (the building itself). The existing amo nt of attic ventilation shall not be reduced. ••• Exception: Attic spaces, designed b a Florida -license • - ;ineer or registered architect to eliminate the attic venting, shall not be required. Ili Owner's/Agent's Signature: Contractor's Signature: Property Address: 123_01-197 8/15 Date. to Permit Number \0S� Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. c_\z\-t CLQ E) Q—' k 0CT Contractor's Name Job Address \ o o S S ROOFCATEG' 'Y Zi, Low Slope 0 Mechanically Fastened Tile 0 O Asphaltic 0 Metal Panel/Shingles 0 Shingles O New Roof 0 Prescriptive BUR -RAS 150 Mortar/Adhes Wood Shingles/Shakes Are there Gas Vent Stacks? Yes 1:1 NoJ Na ROOF TYPE Type: Re -Roofing 0 Recovering 0 Repair . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) ••„•'; Sketch Roof Plarn Illustrate all levels and sections, roof drains, scuppees, ovbrflot scuppers and overflow drains. Include, dimensions of sections and• levels, clearly Identify dimensions of elevated pressure zones and location of parapetet •, •••,. • • •.• 123_01-48 1/13 PAGE 2 mal •s4•r• i • •• •r • • t • • • • 4 • • • • • • • • • • • • \[V= v;E9� SPTE -r 1 T) Cnl iPJTY RUI ES ANP REGULATIONS • .' • .' • . Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and • •$flakes• • • w A,B,D 1,2,4,5,6,7 .OThba ' 6'As .... • Applicable 1,2,3,4,5,6,7 . . . •••• . . •••• ATTACHMENTS REQUIRED: : • . • • . 1. . Fir®•Dlrectory Listing Page ' : 2. .... : '••' Pjrom:Notice of Acceptance: ; •..Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 0# d 3r c h. -.y < Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS I28. a;': t. i 411 Of lie' C aiIotient Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re -Roofing Only) 7. Any Required Roof Testing/Calculation Documentation 123_01-48 1/13 PAGE 1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form:1. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used identify as 'NA") System Manufacturer. 4, Me NOANo: 403 Avaol 0#5** Design WI Pr ures, From RAS 128 or Calculati®on Pmax1: Pmax2: • ' Pmax3: /®® Max Design Pressure, From the Specific NO6,5 System: Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): 75446461 Insulation Base Layer N/4' Base Insulation Size and Thickness: wiat Base Insulation Fastener/Bonding Material: 4.)/ Top Insulation Layer. /11/4 Top Insulation Size and ThicknessIV :/4 Top Insulation Fastener/Bonding Material: A%�,� Base Sheet(s) & No. of Ply(s): /41/4 Base Sheet Fastener/Bonding Material: Ply Sheet(s).& No. of Ply(s)2 Pte' ")' 9 Ply SheetlrigecOZ5frit 44r Top Rear NI=/fit .Sy,el Top Ply F a MffialwrAms57. Surfacing: " Fastener Spacing for Anchor/Base Sheet AttachmentG� Field: f oc © Lap, # Rows © •" oc Perimeter. ' oc © Lap, # Row " oc Comer. le "oc Lap, # Rows ' oc Number of Fasteners Per Insulation Board A)/4 Field Perimeter Comer illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge "Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Compon.:nt Material, Material Thickness, Fastener Tyne, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. -- motp4 600 t PL/4 t•°/- 7544 • .•• • . . . •a• .». .. .11 b/1"9r0/: . 511. Parapbt • Height • . . let • . Mean . Rob?"" Heigh.. - .. . . . • . . • • . . . . 1�, 5//e. 16,$1.-9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.eov/econ omy 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 ;his 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 Systems for Wood Decks.• .... . .... • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lqmaity, state an.1 following statement: "Miami -Dade County Product Control Approved", unless otherwits iwted hereSPi."" RENEWAL of this NOA shall be considered after a renewal application has been filed llltl there h tea no change in the applicable building code negatively affecting the performance of this prod&•Q ••• . • TERMINATION of this NOA will occur after the expiration date or if there has been revision oVlit?t in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as ee errdorsement ©f any . . product, for sales, advertising or any otherpurposes shall automatically terminate this NOA. Failure tacomply with any section of this NOA shall be cat;se for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,.F'orida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NCA 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 manufac' arer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was revievd by Jorge L. Acebo. • • • • . . . • . 1'OA No.: 13-1022.15 Expir *ion Date: 11/04/18 Apr. va1 Date: 11/06/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing BUR Fiberglass Wood -75 psf. •1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAFGLAS®#75 Base Sheet GAFGLAS® #80 Ultima' Base Sheet Test Dimensions Specification 39.37" (1 meter) ASTM D4601 Wide 39.37" (1 meter) ASTM D4601 Wide GAFGLAS® FIexP1y' 6 39.37" (1 meter) ASTM D2178 Wide GAFGLAS® Ply 4 39.37" (1 meter) ASTM D2178 Wide ASTM D3909 GAFGLAS® Mineral 39.37" (1 meter) Surfaced Cap Sheet Wide GAFGLAS® EnergyCapTM 39.37" (1 meter) BUR Mineral Surface wide Cap Sheet GAFGLAS® Stratavent® Eliminator' Perforated Venting Base Sheet GAFGLAS Stratavent® Eliminator Nail able Venting Base Sheet Ruberoid® SBS Heat- Weld"- Smooth Ruberoid® SBS Heat - Weld'" 25 Ruberoid® 20 Ruberoid® Mop Smooth MIAMI•DADE COUNTY APPROVED 39.37" (1 meter). Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide ASTM D3909 ASTM D4897 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6164 Product Description Type II asphalt impregnateid and coated glass mat base sheet. Type II asphalt impregnated and coated, fiberglass base sheet. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregna-ed glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass filler IA cap sheet surface& with mineral granules witlf factory ap5IIBQ. EnergyCotem • • .•• . • Fiberglass base sheet cogt •di ti bothNcktyith • asphalt. Surfaced on the 13 itlom side with mineral• •: • •. granules embedded in aN.rtiv coatinAwitifactory perforations. ••• A nailable, fiberglass base shi et impimtaated and. coated on both sides witikasphplt. Surkced on till bottom side with mineral granules erllbgekiV in asphaltic coating. Non -Woven Polyester ma: coated with polymer - modified asphalt and smo' th surfaced. Non -Woven Polyester ma`. coated with polymer - modified asphalt and smo?th surfaced. SBS modified asphalt bast: sheet reinforce with a glass fiber mat. Non -woven polyester mat 7,oated with polymer - modified asphalt and smo -th surfaced. . 1''OA No.: 13-1022.15 Expir.°,:ion Date: 11/04/18 App* oval Date: 11/06/14 Page 2 of 16 • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: v, Product .Dimensions FireOut"" Fire Barrier 5, 55 gallons Coating VersaShield®Fire 350 sq. ft. roll Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons SB APPROVED INSULATIONS: Product Name EnergyGuard" Polyiso Insulation EnergyGuare RA Polyiso Insulation EnergyGuard"' RN Polyiso Insulation EnergyGuard"' Perlite Roof Insulation EnergyGuard"" Perlite Recover Board EnergyGuardm RA Composite Polyiso Insulation Securock® Gypsum -Fiber Roof Board Structodek® High Density Fiber Board DensDeck® Roof Board TABLE 1 Test Product 4.Specification Description. Proprietary Low VOC, water based ftp barrier coating. ASTM D226 Non -Asphaltic Fiberglass -Based Underlayment. ASTM D6083 Solvent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roofs reflectivity. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation Gypsum roof board High density fiber board Gypsum board Manufacturer (With Current NOM GAF • . • . • GAF GAF GAF ?AF .. • •..• uA�.. . • • • . .... • . • • • . .... . WWited:States Gypsum Comp.:.. • .. .. .. .. Rl��e Ridge Fibethoard, Inc. • • geQrgia Paciffv 6iy+psum Lrc • • • .. .. • .... NOA No.: 13-1022.15 Expiry tion Date: 11/04/18 Appl:'rva1 Date: 11/06/14 Page 3 of 16 APPROVED FASTENERS: Fastener Product Number Name 1. Drill-TecT #12 Fastener 2. Drill -Tech" #14 Fastener 3. Drill -Tec' XHD Fastener 4. Dri11-TecTh ASAP 3S 5. Dri11-Teem 3" Steel Plate 6. Drill-Tecn' 3" Standard Steel Plate 7. Drill -Teem AccuTrac® Flat Plate 8. Drill -Teem AccuTrac® Recessed Plate TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Insulation fastener for steel, wood & concrete decks. Carbon steel extra heavy duty fastener used in steel decks. Drill -Teem #12 Fastener with Drill -Teem 3" Standard Steel Plate Round galvalume stress plate used with Drill-Tecn' fasteners. Round galvalume plated steel stress plate with reinforced ribs for use with Drill -Teem fasteners. AZ -SS aluminized steel plate for use with Drill -Tec" #12 Fastener, Drill -Teem #14 Fastener and Drill -Tec"" #15 Fastener. Galvalume Steel plate for use with Drill -Tec' fasteners. • Manufacturer Dimensions ;',`,(With Current NOA) various GAF various GAF Various GAF Various GAF 3" round GAF 3" round GAF 3" square GAF 3" square . . . .. . • VA'l, • .... . • . . • ... . . . ..• . • • . . • • • • . • . ..• • . .. . ..• .. • .... • .. NOA No.: 13-1022.15 ExpiuT,lion Date: 11/04/18 Appr^Iva1 Date: 11/06/14 Page 4 of 16 • • • ....... . . • • • • • • • . • EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD MIAMI•DADE COUNTY APPROVED Test Identifier J.I. 2B8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.I. OD1A8.AM J.I. 0Y9Q5.AM 3029832 R1306 . GAF -012-02-02 GAF -020-02-01 GAF -082-02-01 GAF -084-02-01 GAF -270-02-02 GAF -276-02-01 Rev GAF -276-02-02 GAF -306-02-01 GAF -314-02-01 GAF -315-02-01 GAF -369-02-01 GAF -417-02-01 GAF -464-02-01 GAF -499-02-01 GAF -500-02-01 02-005 02-014 G30250.02.10 -3-R1 031360.03.10 G33470.01.11 034140.04.11-2 034140.04.11-4 G34140.04.11-5 034140.04.11-5-R1 G40630.01.14 -2A-1 043610.01.14 Q6850.08.07-1 G30250.02.10 -3-R1 Description •. 4470 4470 4470 4470 4470 4470 UL 790 ASTM D4977 ASTM D4977 ASTM D6083 ASTM D6083 ASTM D226 ASTM D6083 ASTM D226 ASTM E96 ASTM D2178 ASTM D2178 ASTM C1289 ASTM C1289 ASTM C1289 ASTM D6083 ASTM D6083 TAS 114 TAS 114 ASTM D3909 ASTM D6164• ASTM D6164 D6164.••••• ASTM D6401 • • ASTM D4897. • • • ASTM D4897: • ASTM D6164. • ASTM D3909.••• ASTM D3909 ASTM D3909 • Date 07/02/97 01/08/98 07/09/99 07/29/94 04/01/98 05/11/07 07/22/13 11/06/01 02/01/02 05/07/06 05/09/06 11/15/10 12/16/10 11/15/10 07/07/11 08/23/11 08/23/11 10/22/12 05/28/13 10/22/12 03/12/14 03/12/14 ••Odd% 8/02 • • .0+3/22/02 •..1.1(26/12 03/31/10 • :...ii6/11 • • 04/25/11 •• 04/15/11 •04•///11 10118/13 .1'111767/14 ••04422/14 • • 08/3/07 11/26/12 to OA No.: 13-1022.15 Expir:.trion Date: 11/04/18 Apps wal Date: 11/06/14 Page 5 of 16 Membrane Type: Deck Type 1: Deck Description: System Type E: All General and System Fire Barrier: (optional) Base sheet: Fastening Options: i BUR Wood, Non -insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. Limitations shall apply. •,;4 ac' FireOut"d Fire Barrier Coating, VersaShielde Fire Resistant Roof Heck Protection or Securockm Gypsum Fiber Roof Board. GAFGLAS® #80 UltimaTM Base Sheet, Stratavent® EliminatorNailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld"" Smooth or Ruberoid® SBS Heat -Weld"' 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® F1exPly77d 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 Pressue —45 s . See General Limitation #7' GAFGLAS® Ply 4, GAFGLAS® F1exPlyT 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"' #12 Fastener or Drill -Tec"" #14 and Drill- Tecn" 3" Steel Plate, Drill-Tecn" AccuTrac® Flat Plate or Drill -Tec"' 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 psi'. See General Limitation #7, • • . • . GAFGLAS® Flex Ply"" 6, GAFGLAS® #75 Base Sheet or any ofa ove bassheet•attached • to deck with approved annular ring shank nails and tin caps at a•fus r spaci raf 9" o.C. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psi'. See General Limitation ?71 • • • GAFGLAS® #80 Ultiman" Base Sheet, Ruberoid®20, Ruberoid41tVg $moote, basil sheet attached to deck with approved 1'/4" annular ring shank nails anti'inL4rted 3" steeiplate at a• fastener spacing of 9" o.c. at the 4" lap and in two rows staggered void/ a fasts nes Spacing q, •: 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #;). • • .. •• •• . • • GAFGLAS® #75 Base Sheet or any of above base sheets attachedto deck with Drill -Tec"" #12 Fastener or Dill -Tec"" #14 Fastener and Drill -Tec"" 3" Steel ''late, Drill -Tec"" AccuTrac® Flat Plate or Drill -Tec"" AccuTrac® Recessed Plate 12' o.c. in 4 rows. One row is in the 2" side lqp. The other rows are equally spaced approxim7tely 9" o.c. in the field of the sheet. (Maximum Desiev Pressure —60 psf. See General Limitation #7 Any of above Base sheets attached to deck approved annular ring.;;hank nails and 3" inverted Drill -Ter -7 insulation plates at a fastener spacing of 9" o at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psi: See General Limitation #;'; NOA No.: 13-1022.15 Expir tion Date: 11/04/18 Apprwal Date: 11/06/14 Page 14 of 16 l Fastening Options: GAFGLAS® 05 Base Sheet or any of above base sheets attached to deck with Drill-TecT (Continued) #12 Fastener or Drill-TecTm #14 Fastener and Drill-TecTh 3" Steel Plate, Drill -Tec"" AccuTrac® Flat Plate or Drill -Tec"' 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 —7S psf. See General Limitation #7) One or more lies of GAFGLAS® P1 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a u mopping of approve asp a t applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap BUR Mineral Surfaced Cap Sheet adhered in a. full mopping of approved asphalt applied within the EVT range and at a ratepf 20-40 lbs./sq. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq. Ply Sheet: Surfacing: Maximum Design Pressure: See Fastening Options •• • • . . • .. . •.•• • • •••• • • • • ..•. • • • • •••• • • • • • . . •• .• •• •• • • . • • • . . • • • • • •• . • . •• • •••• • • • • • NOA No.: 13-1022.15 Expire;ion Date: 11/04/18 App: Ival Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply"" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/a" DensDeck' Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,.or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully 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 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment i� based phsa•thlnimu ., fastener resistance value in conjunction with the maximum design value listed within a'bii:c system.. Should the . fastener resistance be less than that required, as determined by the Building Official, a sal/iced fastenai9pacing, • prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Ofraitect, or Registered • • Roof Consultant may be submitted. Said revised fastener spacing shall utilize the with4iWal.resist g hlue ' ' taken from Testing Application Standards TAS 105 and calculations in compliance with'_RMEfing AlSplication • • Standard RAS 117. • . • •• • 7. Perimeter •and corner areas shall comply with the enhanced uplift pressure requirements g f $I��,se areas Fastener . • densities shall be increased for both insulation and base sheet as calculated in compliarte \tit$ 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 specific ly'refer t1:*ithin • • 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 ::ones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted fcr enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this lim?cation 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 Flok;da Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16of16 • TGFU.R14153 - Roofmg Systems Page 1 of 3 TGFU.R14153 Roofing Systems Paoe Bottom Roofing Systems See General Information for Rooflno Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA R14153 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modifled Base Sheet" may be utilized as an alternate to Type.G2 base sheets in any of the following Classifications. 1/2 -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard" Roofboard" may be used in any existing noncombustible deck Classification.. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, thr butt joints In the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck Dur,Vuard"M Roofboard" are to offset a minimum of 6 -in. with the butt joints in the ri'of deck. If polystyrene is part of the roof system, it must be:,aced below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or 'Tri -Ply® Ply 4" or 'Tri -Ply® Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard" Roofboard" in hot roofing asphalt. "EnergyGuard" Ultra" is an acceptable alternate to "EnergyGuard" RF" in any applicable Classification. "GAF Stratavent® Eliminator' Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuard" RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuard'" EPS Insulation". Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding LRF Adhesive 0) in any applicable Non -Combustible Roof Deck Classifications. • • References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". • • • • • • "EnergyGuard" Tapered" is an acceptable alternate to "EnergyGuard"" in any applicable Classification. • • • •••• • • •••• ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • • • Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet", or "GAFGL $aULTIMQ", spitable • alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or 'Tri -Ply® Ply 4", or "GAFGLAS® Ply 6") ir•th@Class A,IB or C roof systems indicated below. •• • • • • The roof deck may first be covered with one ply Type C2asphalt saturated glass mat base sheet "GAF Stratavent@ Eitrflinator" V8ritinf Lase Sheet (Perforated)" or "GAF Stratavent® Eliminator"" Venting Base Sheet (Nailable)." Perforated base sheets to ee 1ooseplaid or fully adhered with hot rooflng asphalt and naliable base sheets are to be mechanically attached granule side down. • • • • • • • • • • • •• As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet' or "VFGLAS®•#80 ULTIMA" o:• "GAF Stratavent® Eliminator"" Venting Base Sheet (,Nailable)" may be substituted for Type G1 asphalt glass fiber 04 sheet ("GAFGLAQ® Ply 4" or • "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6") as the nailed base ply in the following systems. • • • •• • Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or 0 systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. 1:je use of 1/2 -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4 -in. thick perlite board and deck with rosin paper (perlie/rosin paper/polystyrene/perlite) is a suitable alternate for pdiyisocyanurate board in the following Class A, B or C systema. "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. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used ic any of the following systems. http://database.ul.com/cgi-bin/XYV/tern,plate/LISEXT/1 FRAME/showpage.htmll'ame=... 10/11/2016 TGFU.R14153 - Roofing Systems Page 2 of 3 ''GAFGLAS® Flex Ply 6" and 'Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Sy tems with Hot Rooflng Asphalt" may be surfaced with 'TOPCOAT® Fireshield MB" at 21/2 to 3-gal/100-ft2. "Ruberoid® Dual Smooth" may be used as an alternat to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT". "Ruberold® Mop Smooth 1.5" may be used as an alte ate to "Ruberoid® Mop Smooth". Class A, B and C Hot roofing asphalt, for use with organic and glass felt or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may br used in lieu of "Ruberoid® Mop" SBS products In any applicable Classification. 1. Deck: C-15/32 Class A Incline: 3 Insulation (Optional): — One or more layer perlite or wood fiber or glass fiber or polyisocyanurate or urethane or e/polyisocyanurate composite or perlite/u ethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. •— Three or more plies Type G1 or 'GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6"'hot mopped. Gravel. Incline: 2 on (Optional): — One or more layer perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perlite/u ethane composite or wood fiber/polylsocyanurate 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® ineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layer perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAIIGLAS® Ply 4", '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® EnergyCapTM 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 perlhe or wood fiber or glass fiber or polyisocyanurate mecharRceefarened orAllaved with • OMG Inc. "OlyBond Fastening System" or any L Classified insulation adhesive. • • • Base Sheet: — One ply Type G2 "GAFGLAS® 75 Base Sheet" or 'Tri -Ply® #75 Base Sheet" (may be rittl t ' •••• Ply Sheet: — One or more plies Type G1 "GA ELAS® Ply 4" or 'Tri -Ply® Ply 4" or GAFGLAS® Ply 6". •••••• • • • Cap Sheet: — One ply Type G3 "GAFGLAS® ineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced ciri eet" or "gAFGLeS® • • EnergyCapTM BUR Mineral Surfaced Cap Sheet" •• Surfacing (Optional): — "TOPCOAT® EnergyCoterM Elastomeric Coating" applied at a rate of 2-gal/100-1""! • • • • • • • 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 "®AFGLAS® • • EnergyCapTM BUR Mineral Surfaced Cap Sheet.' • •• • • • •• • • • • 6. Deck: C-15/32 Incline: 2 Insulation: — One or more layers perlite, glOs 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 "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid®. Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatchTM SBS Modif ed Granular" or "Tri -Ply® SBS Modified Bitumen Membrane' or "ROOFMatch" APP Modified Granular" or "Tri -Ply® TP -4G" or 'Tri-''ly® TP -4" or "Ruberoid® Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet''or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. 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/poiyisocyanurate composite or perlite/methane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or lrype G3. Ply Sheet (Optional): — One or more plies Tyne GS. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid :. Mop Granule" or "Ruberoid® Mop Pius Granule" or "ROOFMatch'M SBS Modified Granular" or "Tri -Ply® SBS Modified Bitumen Membrane' or "ROOFMatch" APP Modified Granular" or "Tri -Ply® TP -4G" or 'Tri -Ply® TP -4" or "Ruberoid® Dual Smooth". a: http://database.ul.com/cgi-bin/XYV/teriplate/LISEXT/1 FRAME/showpage.html`t :lame=... 10/11/2016 TGFU.R14153 - Roofing Systems 0 Page 3 of 3 Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap"' BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 8. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet". Ply Sheet: — One or more piles Type G1 "GAFGLAS® Ply 4" or 'Tri -Ply® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet'ror GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet" fully adhered With hot roofing asphalt. Surfacing: — "TOPCOAT® Fireshield MB" applied at 21/2 to 3.0-gal./100-ft2. 9. Deck: C-15/32 Incline: 1 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 plies Type Gi "GAKGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6". T. Cap Sheet: — "GASFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet". • • • • • • • • • •• • 0000 • • • • • •••• • • • • •••• • • • • • • 0000 • • • • • • • • • • •• •• •• •• • • • • • • • • • • • • • •• • • • • • • • • 0000 • • • • • •• • http://database.ul.com/cgi-bin/XYV/tennplate/LISEXT/1 FRAME/showpage.htmriame=... 10/11/2016 r Testing Agency Name: Address: Telephone: Fax: Email: Representative Name: Title: TAS 106 TEST RESULTS REPORT GENERAL INFORMATION A+ Engineering Testing Lab, LLC. 7066 SW 44 St Miami FI 33155 305-668-5792 786-513-3754 apluset1(&vahoo.com Eng. JAIME REYES P.E # 71460 SITE SPECIFIC. INFORMATION Roofing Contractor: Job Address: Contact. Name: Owners Name: Type of Tile: Roof Height: Job Access: MR SANCHEZ CARPENTRY 1050 NE 105 ST, MIAMI SHORES, FL 33138 c)N, - 073 - Certification No. 16-0413.03 Permit #: 41-c/0(/ `.0 RF -9-16-2647 NORGE PH: 786-547-3963 PHILIPPE G ALLUARD FLAT 13" 12 feet LADDER Approximate Square Footage of Roof: Required Testing Force: 35 LBS �,,,e', OE R � ,te ® o 6o ezi,`s No 714f o c ocz o I o Roof Pitch: 4/12 Gate: Date Installed: NO 7.00 ft 2 Date Tested: 10/20/16 Testing Equipment: M2-100, S-3741465 TEST LOCATION PASS FAIL CORNER 05 - PERIMETER 13 - RIDGE 11 - FIELD 21 - TOTAL: 50 - O 0 ori ff® OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. HAS Al FORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS IB'NOTGUA*EED IN CASE OF NATURAL DISASTERS. A+ Engineering Testing Lab ROOF DIAGRAM 1050 NE 105 ST, MIAMI SHORES, FL 33138 (PERMIT #RF -9-16-2647) 1 6 7 30 31 18 19 33 32 20 1 34 17 37 2 36.23 16 38 25 35 24' - 9 50 49 10 47 48 39 40 15 41 42 13 `28 46 1 43 442945 12 1 7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetl@yahoo.com Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 847 Parcel Number Status: APPRf V Expiration: 03/26/2017 Applicant 1050 NE 105 Street Miami Shores, FL 33138-2106 1122320280060 Block: Lot: PHILIPPE ALLUARD Owner Information Address Phone Cell PHILIPPE ALLUARD 1050 NE 105 Street MIAMI SHORES FL 33138- 1050 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) M R SANCHEZ CARPENTRY INC Phone Cell Phone (786)355-0212 Valuation: Total Sq Feet: Type of Work: Re Roof Additional Info: INSTALL NEW CONCRETE TILES ON NEW T Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $3.00 $3.75 $3.75 $1.00 $5.00 $250.00 $9.00 $4.00 $279.50 Pay Date Pay Type Invoice # RF -9-16-61476 09/27/2016 Credit Card Amt Paid Amt Due $ 279.50 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 z, ing. Fut - - - . +rize the above-na d con or to do the work stated. September 27, 2016 Authorized Signature: Owner / Applicant Building Department Copy Contractor / Agent Date September 27, 2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 7624949 BUILDING PERMIT APPLICATION ❑BUILDING ELECTRIC. ROOFING ❑PLUMBING ❑ MECHANICAL (PUBLIC WORKS JOB ADDRESS: !or() I E AI '> r RECEIVED SE27 2016 BY: FBC 2011 Master Permit No. TC /.P- /®1 Sub Permit No. V b j 4-1 EXTENSION El RENEWAL REVISION ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: ) rr Folio/Parcelit: ep_-22. 1r 7 _ 02E- ODA Is the Building Historically Designated: Yes NO V' Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �A a hN6`ot o Ala Wel) Phone#: 3of V4S r.3/ Address: /O INF— An- City: /KIWI ,'Ator 2 State: R Zip: Tenant/Lessee Name: /`i' Phone#: Email: PA L LU Ake k 301. L .5,0(174 N T CONTRACTOR: Company -Name: kX `C(\S-i&N`NCt-y i W (- Address: \L(7: N `. S 0, City: •C`\�N h\ State: L_ Qualifier Name: Phone#: l `i'St.55-®1-12 Zip: -7S\ Co X - Phone#: C'l-YSS - v:32 State Certification or Registration #: CCC.- \`•32-a10 %'- Certificate of Competency #: DESIGNER: Architect/Engineer: APING .'A A 111/0`® 4204 /MCntl& Phone#: 3orerg ag6/0 Address: eR 6,3 0 Stty,.2$S7a' City:NO.e/ FL zip: 33iS,3 Value of Work for th Permit: $ �'� IDA- A Square/Linear Footage of Work: o a Type of Work: Addition ❑ Alteration 0 New ❑ Repair/Replace 0 Demolition Description of Work: /N S,• . M E h/ C'IA/m4. Ti r/ L,e1 O/1 Al E vv •7Tr.,42A er P--- A exttraua Akio., rot..c. A yes .12.. oa, AS POrSi.I r _ Specify color of color thru tile: `V/4 / pre Submittal Fee $9S Permit Fee $ 2.50 Scanning Fee $ 9 •'' .• Radon Fee $ 315 Technology Fee $ 4 Structural Reviews $ IRevisedo2/24/2014) 3 Training/Education Fee $ CCF$ 3. co/cc $ DBPR $ 3 95 Notary $ S ct, Double Fe $ ^7 Bond $� TOTAL FEE NOW DUE$ 239 • S0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City - State Zip Application is hereby made to obtain a permit to do the work and installations as Indicated. I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 pennit 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, o certified ropy of the recorded notice of commencem-earnlust be pasted of the' jog 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 nor'be a %• . ov ti,: d a reinspection1 will be charged. Signature OWNER or AGE The f�ore oing instrument was acknowledged before me this `L.. day of S 1rr►10'tb , 20 16 , by Phi cycle • tt`kvorci, , who Is personally known to me or who has produced l,r i NrtY 1104ae as identification and who did take a' ath. Sign: Print: 5 * * * • YANADY PRIEiO '•° ,:, ' _ MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 '' Bonded Thnr Notary PLO Uncle ra APPROVED BY (Revisedo2/24/2014) 3 The foregoing instrument was acknowledged before me this ZZ day of-1e?�Q v4211 w , 20 140 , by C,1r-0r Sct1ACVt't, who is personally known to me or who has produced Dr,V'�t �tcj $`� as identification and who did take an _ _— NOTARY P Sign: Print: Seal: `y2 MYCO MSSi0N IEDY F(2i4G31 4 EXPIRES: March 25, 2019 Bonded Thor Notary Pu§!ic Underwriters ***********************dr#*+#********it** *****MAY*************fit*********** Plans Examiner Structural Review Zoning Clerk LICENSE NUMBER STATE OF FLORIDA DEPARTMENT ��ON INDUSTRY UCENSING BOA ' The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 SANCHEZ, VICTOR APOLINAR M.R. SANCHEZ CARPENTRY, INC. 13460 NW 5 AVE NORTH MIAMI FL 33168 ISSUED: 06/1212016 012905 DISPLAY AS REQUIRED BY LAW Local Business Tax ReceR t Miami -Dade County, State of Florida THIS IS NOTA BILL -DO NOT PAY 6995592 BUSINESS N MEILO RY INC ON M R SANCHEZ CARP 13460 NW5AVE NORTH MIAMI R 33168 OWNER M R SANCHEZ CARPENTRY INC Worker(s) 1 This local Business Tax Receipt only epayment of the Local Rosiness Tax. The Receiptpt as is e. permitental ave eenifif the beldasaons. to de business- fielder m comply mT nongovernmental��rylawsreqiirem0ntsh apply mthe business- tUeRECEIPT NO. aeve must be &splayed on an conamercial vehicles- -p Cods SecSa-Zb For tame mfarmat►ee• visit www miar RECEIPT NO. RENEWAL 7271190 SEQ# L1606120001601 EXPIRES SEPTEIVI ` ' E- 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OP BUSINESS PnaEEIVED 196 GENERAL BUILDING CONTRACTOR BY AYTAILtaT COLLECTOR CGC1517240 $45,00 07/13/2016 CREDITCARD-16-040425 RF b Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application F Section A (General Information) star a 'em it Noe Proms No. C:n toy's Nam® Joh Add ®c,S ROOF CATEGORY ® Mechanically Fastened Tile 0 Metal Panel/Shingles SEP 7 2016 BY: � .. Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes re there Gas Vent Stacks? Yes No Type: Natural❑ I_ GX❑ Prescriptive SURAS 150 ROOF TYPE New Roo 0 Re -Roofing 0 Recovering 3! Repair Maintenance ROOF SYSTEM INFO MAT1Of Slope Roof Area (SF) Steep Sloped Roof Area (SF) T •.tal(SF) • (Q on • •• • Section B (Roof Pianl sketch ?=goof Plan Illustrate all levels and sections, roof rains, ecuftroffs, overdo% scuppers and overflow drains. Include dimensions of sections and'fitbels, die Udentlfy dimensions of elevated pressure zones and location of parap&t4' •: • •'. --1 • ••.• • • •••• • •• • • • •••• • _�_ 2 ■fir ■ ani. ode -� u. I -r C .._:1,._.R._ tam sir •••. • . •••1 . • • • • .: • • • • •••.•• • • 123_01-48 1/13 PAGE 2 ,Ta 1 i ANv C ISN Y RI,LS AND REGULATIONS • MIAMMAIM COUNTY OWNER'S NOTIFICATION FORM SECTION 1524 HIGH VELOCITY HURRICANE ZONE—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 own: r and the contractor. The owner's initials in the designed space indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for trpose 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 th- owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in ardance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (T e 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 th occupants and adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking eat -Me viewed from below. The owner may wish to maintain the architectural appearance; therefore, rooffrag'hll per,trations of the.• derside of the decking may not be acceptable. The owner provides the option of maintarritgtts appearatTice. • • 5. Ponding water: The current roof system and/or deck of the building may not draiorILand ,ray effuse • • water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural cliaret1 and may • require the review of a professional structural engineer. Ponding may shorten the life expeGta114}?and perf nancecaf... the new roofing system. Ponding conditions may not be evident until the original roofing sVSMrteis rern ovtd. Ponding. • o ditions should be corrected. <�� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not te;roeded from auild 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 apter 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 st�'Gctural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Flor-jda-licensed engineer • r:gistered architect to eliminate the attic venting, shall not be required. Owner's/Agent's Signature: Contractor's Signature: Property Address. 123_01-197 12/09 Date. Permit Number `®S.:=) NC— \szL,S S ROOF ASSEMBUES AND ROOFrop STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number. Minimum Design Wind Pres u zrQce b!e (From RA$ 1 l' .ions) : 4:2�Jo Deck Type: I Ridge Ventilation? N ®ro p ,7/ a -r 1 1 1 1 Type Unde:layment: Insulation: Fire Barrier: Mean Roof Height: /0 Fastener Type & Spacing: r 11/ex- 1 :� •••• 1 \ �— i • • • •••♦ ." .-..-� .1 Adhesive Type: Type Cap Sheet Roof Covering: FLORIDA BUILDING CODE— BUILDING, 5th EDIT ON (2014) Type & Size Drip Edge: • 1 • •• • •• • •• • •1 • 1 1 15.39 ••• •••• •••• • •1 • • • • ? • • ••••• 1 1 1 1 Section E (Tile Calculations) • 1 For Moment based tile systems, +choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity HV n icane Zone Uniform Permit Application Form. eMg *53 }f_ _R!1 (P3a5a41 (pis Per RAS 127° �. •r� roduct Approval Mf. ola 17�. Z8roduct Approval M, _ 43"3,3 deroduct Approval M, Method 2 "Simplified Tile Calculations Per Table Below" ••-l-Regrrired,Moment-of--Reststance-(M,)-From• •anla•Selow- ••••- Product -A roval-M; -•• pP 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 `Must be' u Appeals. .... M, required Moment Resistance* Description Symbol. Mean Roof Height Roof Slope 15' 20' RAS 127 Table 1 or by an .angineering analysis pre- pared by PE based on AV: E 7 25' 30' Job Site 40' 6 2:12 34.4 36.5 Product Approval 38.2 39.7 Product Approval 42.2 ., kiltProduct 3:12 32.2 34.4 • 36.0 37.4 Product Approval 39.8 Fr 4:12 . 30.4 32.2 Product Approval 33.8 35.1 Product Approval 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 1.. 00.0 • •••. • •••• For Uplift based tile systems use Method 3. Cr.mpared the values for F' with the values for Fr. If the PoLa• IL15S are greatePthan or equal to the Fr values, for each area of the roc'; then the the attachment method is acceptable. • • • • • • • • • • • • ••••• •• •• Method 3 '`'Uplift Based Tile Calculations Per RAS 127" .. • • (P1:x L _ .� x w: _ ) - W: „ x cos O = Fr, Product Approval F' .. "• . •• • (P2:x L _._ _ _ x w: = _) - W: x cos G .__ = Fi3 _ • Product Approval F' ., ... , (P3: x L _ = x w: _ ) -W: x cos $ _ = F,, - Product Approval F' : • • • Where to Obtain information • . . •••• • • • Description Symbol. Where I'•� find • • • Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an .angineering analysis pre- pared by PE based on AV: E 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier 1 Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance ., kiltProduct Approval Required Moment Resistance Mo Calculated Minimum Attachment Resistance F` Product Approval Required Uplift Resistance Fr Calculated• Average Tile Weight W . Product Approval Tile Dimensions L. = length W= width Product Approval All calculations must be submitted to the bulidir 9 official at the time of permit application. 15.40 FLORIDA BUILDING CODE BUIL'%ING, 5th EDITION (2014) • • • • • • • • .• MIA DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewedand 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 t') 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 Flori.'a Building.eeete. including the High Velocity Hurricane Zone of the Florida Building Code. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidad e. eov/economy DESCRIPTION: Saxony 900 Concrete Roof Tile •.• ••••• • . .. . . .. • . • •••• • • • . • •••• •• . LABELING: Each unit shall bear a perms`ent label with the manufacturer's name or logo,•cii;Acrate ani following statement: "Miami -Dade County Product Cr. ntrol Approved", unless otherwise noted herein. • •••• RENEWAL of this NOA shall be considered after a renewal application has been filed and:t::ee ;as 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 tlee 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 r:1a11 automatically terminate this NOA. Failure to :omply with any section of this NOA shall be cause for termination 1 nd removal of NOA. ADVERTISEMENT: The NOA number pre^eded by the words Miami -Dade County, Florida, and ;allowed by the expiration date may be displayed in advertising literature. '"any portion of the NOA is displayed, then it shall be c' ane in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturerir its distributors and shall be available for inspection at the job s•re at the request of the Building Official. This NOA revises NOA No. 12-0222.03 anc; consists of pages 1 through 10. The submitted documentation was reviewec'by Alex Tigera. MIAMI.DADE COUNTY APPROVED • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 • ROOFING ASSEMBLY APPROVAL , Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Tyne: Wood I. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. •- 2. PRODUCT DESCRIPTION Manufactured by Test 'Product Applicant Dimensions Specifications Description Saxony 900 -Slate 1= 17" TAS 112 Flat profile, interlocking, high-pressure w = 13" extruded concrete roof tile equipped with thickness = 1-5/32" two nail holes. For direct deck or battened nail -on, mortar set or adhesive iet• • applications. • Saxony 900 -Split 1= 17" TAS 112 Flat profile, interlitkint, hig1 p>;aSl re Shake w = 13" extruded concrefe'rbb file equWeil with thickness = 1-9/32" two nail holes. 1•or direct deck orbattened• .... .. . . nail -on, mortar set o. adhesive: set.. • applications. Top•:;`tjAce avajlgle N 4 • • differentconfigtireiggs •.•• • 1. Complete.:ilebrushed • • 2. Right haaf's1rusiaed (shown 4n • drawings• 3. Lefthalf l zshed ••••••• 4. No brush • • • Saxony 900 -Shake Trim Pieces MIAMIOADE COUNTY APPROVED 1= 17" w= 13" thickness = 1-9/32" Length: varies Width: varies varying thickness TAS 112 TAS -112 • •• • Flat profile, interlocking, high-pressure extruded concrete :-oof tile equipped with two nail holes. Fo- direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, be osted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley termination: manufactured for each tile profile. NOA No.: 13-0723.05 xpiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 7161-03 Appendix III 94-084 94-060A 25-7183-6 The Center for Applied 25-7183-5 Engineering, Inc. The Center for Applied 25-7214-1 Engineering, Inc. The Center for Applied 25-7214-5 Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service 716:-03 Appe7zdix II Letter Dated Aug. 1, 1994 P063.1-01 P0A02 Project No. 307025 Test #VDC-77 R1.394 R2.?94 R3.?94 520109-1 5201'1-4 5201 1-1 Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 1. Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 •••• • • • •• •••• • • • •.• • . •• • . • •••. • lvlarch, 195 • .... • • • • • •• .• ••..• •• •• ••• • . • •• •• Dec. 1991•• • • • • • Aug. LW:. . • • • • • •• • July 4N41': Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 • • • . NOA No.: 13-0723.05 . xpiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Walker Engineering, Inc. Evaluation Calculations Nutting Engineers 130 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade 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;d'gf slope ttilllSs stated otherwise by the underlayment material manufacturers published literature. " ' • • • 3.6 This acceptance is for wood de^.k applications. Minimum deck requirements •••••• ial b . in compliknce with the applicable Building Code. • : • • • • • • • .... . .. • • • • • • . • •• • •.• • • . • • • • •••• • NOA No.: 13-0723.05 expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Table 2: Aerodynamic Multipliers - X (ft3) �-. Tile 4":12" X (ft3) 6":12" 7":12" or greater •••. Profile Battens Batten Application Direct eck Applic tion MonierLifetile Saxony 900 Direct Deck 0.289 Direct Deck 0.313 Slate, Shake & Split Shake Bdtteils. • •. • Direct. Deck 7.16 8.12 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater •••. Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens irect Deck Battens Direct Deck Battens Direct Deck Battens. •. Direct jYecc Bdtteils. • •. • Direct. Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 ...7.55 • •••••• 6'.0..• • • '•••• 7.34.. • •• ' •• MIAMI•DADE COUNTY APPROVED •• •• • • • •.. • •• •• •••• • • • •••• • •••• ••• 0 • • • •• • • • • • • • • • •• • • •••• • • • • • • • NOA No.: 13-0723.05 ",xpiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" ply"Nood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum A chment • • • • •• Resistajveq • • • MonierLifetile Saxony 900 Slate, Shake & Split Shake Tile Profile Tile Application Minimum Attulment Resistfrice.' • •, MonierLifetile Saxony 900 Slate, Shake & Split Shake•••• Adhesive 4 Medium paddy placement of 24 gram of PolyProTM. • • • 31.3; .••• • 1 See manufactures component approval for installation requirements. �"'•• • •• • 2 Dow Chemical TileBond Average weight per patty 13.9 grams..1••• Polyfoam Product, Inc. Average weight per petty 8 grams. �•••• • • • • • • • • • • • ••• • •••• • • • ••. • •••• • ••• • • Table 6: Attachment Resistance Expressed as a Moment - Mftf -Ib) -•• • for Sirgle Patty Adhesive Set Systems • • • • • • • • • Tile Profile Tile Application Minimum A chment • • • • •• Resistajveq • • • MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.93• • Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams ,f PolyProTM. 4 Medium paddy placement of 24 gram of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application MinirrUm Attachment resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 1 43.95 5. Tile-Tite Roof Tile Mortar MIAMI DADE COUNTY APPROVED r.. • NOA No.: 13-0723.05 :xpiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 •••• • • • •••• • •••• 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 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. MIAMI-DADE COUNTY APPROVED •• • J • •••• • • • • •• • • •• • • • • • ••••4• •••• • ••( ••• • • • •••• •• • • • • • • • • •••• • •• • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • NOA No.: 13-0723.05 xpiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 NAIL HOLES PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE • • . . . .• • • ..•. • • ••.• • •• • • • • ••• • • • • •••• •• • • • • • • • • •••• • •• ••••• • • • • •• •• ••• • • • •• • • • • • • • • • • • • • • • • • • • •••••• •• • •••• • • • • • NOA No.: 13-0723.05 expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 NAIL HOLES Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE .... • • •• .•.. • . • .. . • •• • • • •. . • •••• • . • • •... •• . • • . . . . • •••• • •• ••••• •.• • • • • • .. •• •• • • • •• • . • • • • • • • • •• • •••• . NOA No.: 13-0723.05 'xpiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 • • NAIL HOLES SAXONY 900- SHAKE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY 1-9/32 " (Shake) .... • • • •••• • • • • ..• • .. • .. • • ••• • • • .... .. • • • . • •••• . .. •.. • • • •. ...... • • • • .. • • • • •• • • • • .... • • • NOA No.: 13-0723.05 "xpiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.¢ov/economy 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: ICP Adhesives Polyset® AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state agc1, 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.•tkena has beem•rro 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 ¶ i%ion or•chahge in the . • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsameat of any pe uct, fir - sales, advertising or any other purposes shall automatically terminate this NOA. Failure to iompix with anysection of . • this NOA shall be cause for termination and removal of NOA. • • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flerada, and foll ad by the expiration date may be displayed in advertisi:ig literature. If any portion of the NOA is displayed, then it /ltall the 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 sitc at the request of the Building Official. This NOA revises NOA 14-0805.01 and cons'sts of pages 1 through 11. The submitted documentation was reviewed y Alex Tigera. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 1 of 11 • • ;1. ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions ' Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NCA which list attachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. • • • .. . MANUFACTURING LOCATION: • 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 STM D 2126 f STM D 2856 1.6 lbs./ft.3 .... . . .... . . ..• .. Results... • . . • • • 18 PSI Parallel to rise : EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 36700.04.12 ASTM D 1623 04/18/12 "39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3' 520109-6 • •• • • • • • • • 520109-7 •• ••••• 520191-1 TAS 101 03/02/99 • • 520109-2-1••••• ' • • • • • •••• • •• LIMITATIONS: • • •• •• ••• • •• • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assenrlybb •fire ratinE. ' • • • • • 2. ICP Adhesives Polyset® AH -160 shall salely be used with flat, low, & high tile profiles. •• • •3. Minimum underlayment shall be in compliance with the Roofing Application Standard i.AS 120. • • ••' •• • 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AF -160 roof tile adhesive with their tile assemblies shall test in ac^ordance with TAS 101. 5. All products listed herein shall have a •,uality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives -and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed ley ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 1 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio betwee> the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH -160 has been dispensed. 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. ••• • • • •• •••• • . . • .• . • •• • • • • ...• • • • •••• •• • • • • . • ••••• • • •• • • • . •• ••• • • • • • • • •• 1 • •• • •• . • • • 0 • •• • •••• • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the • • manufacturer's name or logo and following str ement: "Miami -Dade County Product Control AppLoved" o �ti ,Miami - Dade County Product Control Seal as shown below. •• ••• ••• .... BUILDING PERMIT REQUIREMENTS: . .... .. . • . . . . ••••• • •. •. ... . . • As required by the Building Official or applicable building code in order to properly evaluate'4'e•itistallation ofithis • system. . • . ' . • •• . • . .. . ••.. • • . NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 5of11 ADHESIVE PLACEMENT DETAIL # 1 Nail throuflhpia •m (when reg mircd) Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Inure appro �riately 17 (109.7 cm2) — 23 (148.4%42, sjuare jncF dhesive contact with the undersiilgvf•the tile.'.;..' • . .••• .. . • • • •• • • ••••• • • •• . . ..• •• High Profile / Single Pan e • ... • • . .. • • •• 1. Starting at the eave couitgApi2ly a mipj um 2" . (50.8 mm) x 10" (254 mm) x 1" (25.4.nen)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the undersid" of the tile. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 6 of 11 • ADHESIVE PLACEMENT DETAIL # 2 WI through plastic camera When required tkadexiayrnev t+r, ily 1EenaaahTIk lave Curtis — Fauc Flat/Low Profile Tile L Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) – 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a mini— 2" (50.8 mm) x 10" (254 mm) x 1":(2564L -nm) foahrpaddy • onto the underlayment positfane1 as shpwrtttl;der the • • pan portion of the tile clostrr fhe overiddleof the tile being set. Insure approx3maae'ly 17 101.7 cm2) • • 23 (148.4 cm2) square inch gdtivive cor to Vit. rich the underside of the tile.• • 2. At the second course, app .a minimum 2".(50.8mm) . • x 7" (177.8 mm) x 1" (25.3 mm)•foam paddy onto tits • • . • underlayment positioned shin undtr the pan • • portion of the tile closest to•the dberlockntly tile • • being set. • 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMI•DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 rnm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. .•. • • • •••• • • • • •• • • •• • • • • • •••• • • •••• •• • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8of11 ADHESIVE PLACEMENT DETAIL # 3 ' r4ait through plastic cement when rewired} Battens option Paddy (bet+e•een tiles) Paddy {under diel 4x 411n. 5rle pad tut er til+ Single paddy orn underlayment -Lave Closure Flat/Low Profile Tile Nall through plastic cement twhen required) Single paddy under tile Medium ProfilaaTile MIAMI•DADE COUNTY APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) •""• • . • • ••• • • •• • • • • • •••• • • • • •••• •• • • • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • • • • .• • •••• • • • • • • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic t ,, nolle paddy under dle (when required) Paddy ibetween dies) if Battens �, Paddy lundertllet optional Y rn. Fasda Weephole Eave dome Drop edge High Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • 1100• • • • • •• • • •• • • • • • ••0• • • 000• •• • • • • • • •00• • the 0.0 • • • • • •• 00 •• • • • • • • • • • • • • • • • • • 0 • • •• • •••• • 0 • e• • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan tile. 2) Tum covers upside dawn. Place adhesive in to 1 in.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Steep pitch applications (when required) Eave closure (motar shown) Weephole Fascia Board Sheathing Remove top portion of the eave course cover dle.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile lie Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge cf the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over attertoaim is Anted and • place onto pan tile course. Insure • an�inii um of •. 20 (129 cm2) - 25 (16.44 ; 2) square l�lch • contact area on each sills the coywr the to thQ pan tile. Continue in gaiaseanner:Threaway any cured exposed foarl,adl.esive.Feinting of longitudinal edges ofetheCover tiles are,* considered optional.. • • . . 5. When additional nailinAie•>:equireez;".(50.8 mm) x 4" (101.6 mm) nailers or tl> :tie v:1re system using galvanized, stainless steel, or copper wire and compatible nails may be used. . . END OF THIS ACCEPTANCE NOA No.: 16-0315.01 Expiration Date: 05/10/17 . Approval Date: 04/07/16 Page 11 of 11 •