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RF-12-2444Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 184959 Permit Number: RF -12 -12 -2444 Scheduled Inspection Date: February 11, 2013 Inspector: Bruhn, Norman Owner: MENDOZA, MARIEDY Job Address: 10667 NE 11 Avenue Miami Shores, FL 33138 -2120 Project: <NONE> Contractor: ALELUYA ROOFING PLUS CONTRUCTION Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1122320280310 Phone: (786)234 -8234 Building Department Comments RE -ROOF FLAT AND TILE AND TILE ADDITION Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 183574. Provide renail affidavit. February 08, 2013 For Inspections please call: (305)762 -4949 Page 17 of 30 i L R COHEN COMmissioN ineloa885 ORES: , o6 Bonded through tst Sta�Insura £# 6467283 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL-REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD= SEQ# L1209260218 DATE`; LICENSE NBR,;, 09/26/2012 127021277 CGC003408' The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter Expiration date: AUG 31, 2014,,x: RODRIGUEZ, JESUS ROBERTO ALELUYA ROOFING PLUS CONSTRUCTIO 7351 N.W. 7TH ST BAY H MIAMI FL 33126 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW 'KEN LAWSON SECRETARY 620808 -6 BUSINESS NAME / LOCATION THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 647269-0 ALELUYA ROOFING PLUS CONTRUCTION STATE* CGC003408 INC 7351 NW 7 ST 33126 UNIN DADE COUNTY OWNER ALELUYA ROOFING PLUS CONSTRUCTIO Sec. Type of Business WORKER /S eiy Ql ERAL BUILDING CONTRACTOR 4 BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S OUALiFICA• TIONS. FIRST -CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 PAYMENT RECEIVED MIAM40ADE COUNTY TAX COLLECTOR: 10/02/2012 - 02220016001 000082.50 SEE OTHER SIDE DO NOT FORWARD ALELUYA ROOFING PLUS CONTRUCTION INC YUSET MESA PRES 7351 NW 7 ST H MIAMI FL 33126 1!£11£liti}I! }� F£F!! }££!f£! ! AMAi11111111FlffiFi!'t}il }! Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC20(® BUILDING Permit No. tt F— /�-7 PERMIT APPLICATION Master Permit No. t —71 ROOFING Permit Type: BUILDING JOB ADDRESS: 10 ' L e City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes Zip: r3 NO Flood Zone: OWNER: Name (Fee Simple Titleholder): i�°'L trie / 40141/ ' �s '�Z} phone#: '5Z7 Address: 1 &66 /tie 11 °I ve City: S4I$ State: Zip: 3? oP Tenant/Lessee Name: Email: I(J /, #74.*v4 ,/C fat A00- Caw CONTRACTOR: Company Name: 2 \ ` b 7761=71 ?-) T u S Phone #: ©c .A SCk(0 Address: 5 to -) Phone#: City: Qualifier Name: State: ° State Certification or Registration #: " ©© ' 3 " g Contact Phone #: (8('' 5 O G �\ DESIGNER: Architect/Engineer: Email Address: Zip: Phone #: Certificate of Competency #: 3 .0 ‘-t " L I C(-4°' Phone#: Value of Work for this Permit: ' ''' `' ` .1:)0k) c Square/Linear Footage of Work: ' .0)00 ' F Type of Work: DAddition CDAlteration DNew DRepair/Replace ODemolition Description of Work: %Q. Po o k . A, e Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for PI .RCTRICAL 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 comm 'x - _ 'nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue: ence of such posted notice, the inspection will not be ap4roved and a reinspecti fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me day ofZ.% , 20..4 y t,' L _ .H_o who is personally kno m t me or who has produced As identification and who did take an oath. thiaks- NOTARY PUBLIC: Sign:'�C L R COHEN MY COMMISSION #EE108885 EXPIRES: JUL 05, 2015 'nt Mato Inaerence Print: t 1 11.-o t-te. My Commission Expires: Signature The foregoing instrument ackno day of , 2012_, by 108885 EXPIRES: JUL 05, 2015 Ornhi afore me this ®' own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: • iiE108 5 G 2015 Sim , ar r.°t: IMO Print: ► d t o C My Commission Expires: *************************************************************** * * *****w****+s******** *+x******* ****** ********* APPROVED BY A;)- IC4 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk et. tql -7717 ito ROOF ASSEMBLIES AND ROOFTOP STRUCTUR S Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A /General Information) Master Permit No. Process No. Contractor's Name Job Address 1 v L r 1sI ` A I7---t? Low Slope ❑ Asphaltic Shingles / New Roof Low Slope Roof Area (SF) x FE E ❑ Mechanically Fastened ❑ Metal PaneUShingles Miami Shores Village BLDG DEPT ❑ Prescriptive BUR -RAS 150 SUBJECT 10 CCMPL.I /NCE WITH ALL FEDERAL ROOF TYPE Rerooflng . ❑ Recovering ROOF SYSTEM INFORMATION STATE ANr) er:'UN'(f riIJLES AND REGULATIONS No CFAs VUTS Steep Sloped Roof Area (SF)E,rivi , 2-5--0 Total (SF) Section R (Roof Plan) mega �,'c, 100 L9/O 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 11■■ ■ ■ ■ ■■ ■1111■■ ■1111 ■■ ■■1111■■■ .��r r ■■UUUL � 1111■■ ■ ■■■ ■■■ ■11■■■■ 1111■' 10 ■ ■ ■ ■:r 1111■ ■ ■ ■ ■ ■■ ■FI■■1! ■■ 1111■ ■�� %■ ■ ■�! ■■ \1111■ ■ ■ ■■ 1111 NMI ; ■111 I ■■ ■ ■M■li ■■ ■1►\ ■ ■M MIN , ■ ■i ■r ■ ■1i ■\`: ■ ■ ■ ■■ t >>■ ■ ■ ■■■ ■ ■,5■■ ■■■I 1■■■ ■■ NMI NMI ■ ■■ ■■ ■* 1■■ 1111■■ 1■■■ P!! ■ ■■i ■fir \ ■ ■ ■ ■ ■ ■ ■ ■ ■!■ ■111■■■■■ ■■111111511■!il11111111111111r1111 ■rill !!1111111111■ ■■MMR ■irr ■■��■ ■ ■� ■►'i \11111111 ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■M0%■ \\1111■ MEM MEOPIIIIIIIIIIIMEZEIMIPM111111111111110 1111 MIME ■UNIMM ■rIIIIiiMI■IIIM ■ice■ ■ ■ ■■ ■/'EI ■■ ■ ■■■■ ■ ■1i1111f M ■ ■ ■■ 1111 ■ ■ ■ ■r ■ ■� ■ ■ ■ ■ ■�11 ■�11� ■ ■ ■� FLORIDA BUILDING CODE — BUILDING DESIGN CRITERIA ROOF NET LIPLIMPSFI EM6•06 1000 520 (07725) ROOF LOADS SHALL BE AS FOLLOWS: 10 P 614700RL'WG 1. ROOF (co 410 7 S 1 2. 000F (500) _ 20 1.120 (W /3 ROOF COVEPoNG) rnnwv,w. .., 3 ROOF (LL) = 30 PSF 4 LWLRT DUE TO WIND LOAD : AS PER ASCE 7/05 0. a a* WOO SPEED = 146 00 407070OIATE FOR OTTER4ED1IE EUILDWG CATEGORY . •C- NALUE5 OF 10000TARY AREA RIPORTANCE FAC107 = 1.0 T- &RS ROOF METAL CONNECTOR - 7607 COUNTY 37101 LATERAL CAPACITY MAW CONEC70R NEW. NON. No NABS CAPACITY LT 12 8 12 2 Is SEAT 0 -108 X 1 -1/2• r8- 0 C 8 (4) I 1- N1570-16 NU-wE 00 -032502 07257. 6 -100 X 1 -7 /0 1,141 760 1,144 1 @3412'00 Al CORNFR5 EBB 4• TON. B-XB- 70NC 5000 W/ 2 /5 CON171V000 SEAT 6 -104 x 0 -1 /2" 2 t- NV010.15 NU-w0 0B- 072502 ,IRIS'- 14 -I0 X 2 -I/2' 1,987 1,181 7.631 EBB. 4• BIN. 1 -NV02A -160 SEAT 6 -107 X 0-1 /Y 3 W/ I4CA 40 -WE 09.0721.05 ,PS( 14 -108 .X I -1/2- 2.598 1.312 1312 DOUBLE EBB 4• B0. 621520 STRAP 6 IP1.1 20 GA SEAT CON0' 9 -3/18- TAPC0N5 a i- NVRT -30 NU -WE 08 -0026 11 41/ T -1/4. ON EBB 1,125 401ST. 7 -160 X 3 -1 /2• GENERAL CONTRACTOR TO 61.1RU+■7 TO THE ARCHITECT FOR APPROVAL PRIOR FABRICATION 134-101., 1SRAWNG6 OF. • NEW PRE- EN4PEERED ROOF TRUB0E6 GENERAL CONTRACTOR TO 0614!74 6EPARATE PEIR-121 FOR, - NEW PRE•£NGNEERRO ROOF TRV66E6 n•VC • aS:fiv �AI�A:o. RmG AT MCI, AND AT 20. -0 MAx AG■£D NV LE, OR Rt.' SAND WATR OL:P5 YV ✓v N' 110 1.49 AT RA, GONNEG ON 40, s∎leAmI 0011 TE£�EAl Nln (A} BRACING DETAIL (TYP.) SCALE, 3/4• • 1-0• L h.1 0P4.4.Wt. RWG sA.c. - . : eaA m .NC • . OnRe 4 PIGGY BACK TRUSS CONNECTION (TYP.) `--' SCALE. 3/4• • P-0• ROOF NOTES 1 USE 19/12 CDX Ex174407 GRADE '019202. RC-OE SHEATHING AR0211,0 AT 6. Of AT PANEL EDGES AND At INTER4ECIA10 S)PPOR15 5I "' FT Rnt SFA07. AWLS. *40 SP4rW2. 57411 81 At GABLE ENDS 6 ANT 2. SHEATHING SHALL BE CONTINUOUS LAVER 2 OR BORE SPANS 41I10 FAC0 CRAG PERPENDICIMR 10 511PPORT5 ANC 5HALL W4VE SAGOERE2 407115. 3. SIRLCTIARA1 LUBBER t0 NAVE A BIN 3)SGN VALUE FOR EXTREME FIBER IN KONG 10 = 1.7550 PS L5E /2 SOUTHERN YELLOW PINE OR BETTER 4. ALL LUBBER W CONTACT WITH VASONR1 OR CONCRETE SHALL BE PRESSURE TREATED, 5. P001400SATEO WOOD TRUSSES TO BE DE54.NE0 AND B400TACTUR10 0 AC00106020 015 THE FLORIDA BUR0ING CODE. 1RDS5 4ANUf471124ER 10 SUBART SIGNED 707710145 10 177E 502PP0441770 510001090 6 ALL ROOF 1.4EBBER5 TO BE SECURE0 TO DIE BEAMS OR OIHCR STRUCTURAL BEBBCR5 4716 HURRICANE STRAPS AS 500x8 IN 103E WEIN CONNECTOR SCHEDULE ON Tiff CONTRACT RAVINGS 7. COORDINATE A11 SLOPES AND 10701545 OF A4 C56S010AVON ARC181ECIARAt AND DIP DRAWINGS. 8. COORD0461E RAFTERS LAYOO1 W80 ARCW1EC1URAL DR 894512 BEAM SCHEDULE 1000 520 (07725) BORN RE (40 10 P 614700RL'WG StWRUPS RCIeARN <_ SARA (1221 W (I N) I 0 (0) •A' 00005 •6- BARS -'- BARS T- &RS Y- BARS - 1 3 STIRRUPS 0-I (.1 STIRRUPS 0 12. 4 10 ) 8 12 2 Is 0 (5 r8- 0 C 8 (4) OVER W0IXm5 OPCMNGS Eh 1 @3412'00 Al CORNFR5 5 -1 B-XB- 70NC 5000 W/ 2 /5 CON171V000 H %RL PLATE A -30 t RIOR.WOAn GLASS DOOR3> NEVI P•aci, SACK ROOF FRAMING PLAN (� SCALE. 7060 - T -0• 7 .1 • .HEIR 11IX+01 40020 RIMING S -2 Miami Shores Viiia e 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553244 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: --- PropertyAddress O6 6-) Roofing Permit Number. Dear Building Official: I C r i n certify that I am not required to retrofit the roof to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the Sou; Iorida Building Code (1994 SFBC) WaIMI deod O,— Signature Print Name II Aqs--Q \h-srck, State of Florida County of Dade MY HEN OM1 S1C Bands IRES �UL 0 E20158B6 The undersigned, being the first duly swam, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this e day of ,G (Z— Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # DATE: -. i INSPECTION AFFIDAVIT jco, _ licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #:dc. ®c .59 On or about (Date & time) Secondary water barrier work at (2- ..2 f - r 2. FS 468 Building Inspector , I did personally inspect the roof deck nailing and (Complete Job Slte Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit -Marruai-(Based on 553.844 F.S) Signatur State of Florida County of Dade: 9Y ,,loss s oAf .,�EEfoeer�s , zoos ire l ^surance The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this D-8 day of Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any Individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection CMd MNnei rt Sec l nm Section C Page (Low Siope Roof Systems) „! ,e•ri% Fill in the specific roof assembly components. if a component is not required, insert not applicable (n /a) in the text box. Top Ply: ROOF SYSTEN1 MANUFACTURER: Product Approval (NOA): GAF MATERIAL COR 1 0711219.09 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 1 -42.8 (P2) Perimeters: (P3) Corners: psf -71.7 -108.0 psf psf Maximum Design Pressure From NOA: Root Slope: 0.50 psf " : 12 Roof Mean Height: 14 Parapet Walls: No El Yes Parapet wall Height: Deck Type: —5/8" Plywood -- Support Spacing: NA Alternate Deck Type: Existing Roof: " o/c NA SAME Fire Barrier: NA Vapor Barrier: NA Anchor Sheet: Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener/ Bonding Material: ft. (NA Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# (1) Base Sheet Fastener / Bonding Material: 1 -1/4 RS NAIL & TIN CAP 1 -5/8 Ply Sheet(s) & No. of Ply(s): GAF PLY IV (2) PLY 2 Ply Sheet Fastener / Bonding Material: 1 HOT MOP ASPHALT TYPE IV GAF MINERAL CAP SHEET Top PIy Fastening / Bonding Material: IHOT MOP ASPHALT Surfacing: [ GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: NA Single Ply Sheet Width: NA No. of Single Ply 1/2 sheets: " 1/2 Sheet Width: NA NA Single PIy Membrane Fastening / Bonding Material: FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: " o/c @ Laps & " o/c @ Laps & rows rows " o/c " o/c 3. Comer: " o/c @ Laps & rows [ 6 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter: Insulation Fastener Type : NA .. .. _ 3. Corner: WOOD NAILER TYPE AND SIZE: 1 X 8 FASCIAL Wood Nailer Fastener Type and Spacing: 8D NAIL @ 16" EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment: 1 -1/4 RS NAIL 4 "OC — Galvanized Metal- —3" face 26 ga.— - SELECT EDGE METAL HOOK STRIP SIZE -- Coping Material: Coping Size: Hook Strip Size: Parapet Coping Metal Attachment: — SELECT PARAPET WALL COPING MATERIAL_ -- -- SELECT COPING METAL SIZE OR THICKNESS -- — SELECT COPING METAL HOOK STRIP SIZE -- 1 N/A TGFU.R1306 - Roofing Systems rage z 01 JJ The use of gypsum board under any of the following Class A, a or C systems.does not adversely affect the rating. The use of 1h -in. minimum thick gypsum board is an acceptable altemate 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 (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard® RA" or "Tapered EnergyGuard® RA" or "EnergyGuard® Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". " GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. " GAFGLAS® Flex Ply 6" and 'Tri -Ply® Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEI'4P Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21h to 3- gal /100- ftz. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an altemate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. PIy Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or " GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or " GAFGLAS® EnergyCap'" T" BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perllte /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 " GAFGLAS® 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® EnergyCapr" BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more piles Type G1 " GAFGLAS® PIy 4" or "Tri-Ply® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-PIy® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap "" BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT® EnergyCote"M" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 h ttn: / /database.ul.com /cgi- bin /XYV/ template /LISEXT /1FRAME /showpage.html ?name =T... 2/23/2012 Illustrate Components Noted and Details as Applicable: Top Ply liderplies Base Sheet •., Audio' Sheet • • Roof Mean Height: Drip Metal: 3X3 GALV 26G Continuous Cleat: Drip Metal Surfacing: GRANULES Top Ply: GAF MINERAL CAR SHEET Interplies: ['GAF PLY IV (2) RUES • - continuous Cleat Base Sheet: GAF GLASSBASE 75# Top Layer of Insulation: Wood Nader Base Layer of Insulation: Roof Deck •!i Base Layei of Insulation ---- Top Lay4-31. of Insulatioli Wood Nailer: 1, 1 X 8 FASCIAL BOARD Wood Nailer Fastening: 8D NAIL @ 16" Anchor Sheet: N/A Deck Type: PLYWOOD 5/8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACC J PTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI DARR COUNTY, FLORIDA METRO-DADE FLAMER BUILDING 140 WEST FLAMER STUNT, SUTrR 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and acceiited by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than -Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to, revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as.desdribed herein, and has•been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: GAF Conveutional Built -Up Roof System for. Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturers Heine 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: TERM NATION 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 cif this NSA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded . by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety - INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official- This NOA renews and revises NOA No. 03 -05Q1.05 and consists of pages 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. A A Th NOA No.: 07- 1219.09 Expiration Date; 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Deck Description: Wood, Non- insulated • 19132" or greater plywood or wood plank decks Base sheet mechanically fastened.. tem Limitations shall apply. System Type E: All General and Syst Barrier: (optional) Base sheet: Fastening Options: FireOutrm Fire Barrier Coating, yersaSbbield®NonAsphaltic Fiberglass Based Underlayment or SecurockTL. GAFGLAS® #80 ULTIMA''d Base Sheet, STRATAVENT Eliminator"' Nailable, RUBEROID® Modified Base Sheet, RUBER.01D® 20, RUBEROID® Heat Welder Smooth or RUBEROID® Heat-Weld"' 25 base sheet medically fastened to deck as described below; • G.AFGLAS® Ply 4, GAFGLAS® Flex Ply"' GAFOLAS® #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. (1/10 imunt Design Pressure :45 psf, See General Limitation #7) GAFGLAS 11 Ply.4, GAFGLASe Flex PlyTU 6, GAFGLAS! #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teol" 1112 standard, #14 or #1 15 Screws and 3" Drill - Tees°' steel plate or Drill-Tedno AcruTrracc Plates, 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 —4S psf, See General. Limitation #7) GAFGLAS® Flex PIy'V" 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. p General Limitation 117) (Maximum Design Pressure :52.5 sf, GAFGLAS9118OULTIMAlls, RUBEROID ®20, RUBERO1D®Mop Smooth, base sheet attached to deck with approved 1'/" annular ring sbank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" bp and in two rows staggered with a fastener spacing of 9" o.c., in the center oft e. membrane. (Maadmurrz Desk Pressure 60 psf, See General Li xiitati nn #7) GAFOLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill TecTM #12 standard, #14 or # 15 Screws. and 3" Drill -TecTm steel plate or Drill-TecTm AccuTrac Plates, 12" o_c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in e f eld of the sheet. (Maximum Design Pressure -60 psf, See Genered Limitation u Any of above Base sheets attached to deck.approved annular ring shank nails and:3" inverted Drill Term insulation plates at a fastener spacing of 9" o.e. at the 4" lap staggered in two rows 9" in the field. ##7) (Maximum Design Pressure —6Q psf, See ere-nerd NOA No.: 07- 1219.09 Expiration Date: 111QMI3 Approval Da g� 03r20/013 • GAFGLASs' #75 Base Sheet or any of above Base 3h e laa attached with Dri11 -Teo ' #12 standard, #14 or # 15 Screws and Drill-Teem AccuTree Plates, 8" o.c. in 4 rows. One r o is is in. t'e d 2" si the e sheet. eet The other rows are equally spaced approximately (Maxinuun Design Pressure —7S p.tf, See General Sian #7} Ply Sheet: One or more plies of GAFGLAS#g01.1LTIlVIA, RUBERQiD`� MOP a' PLY 4, asphalt Smooth or RUBEROID 20 adhered in a full mopping of approved a p p l i e d within the EVT range and at a rate of 20- 401bsisq, CD onal One ply of GAFGLAS� Mineral Surfaced Cap Sheet or Cap Sheet: (Optional) ) ® P Y -rra Mineral Surfaced Cap Sheet adhered in a full GAFQLAS EnergyCap mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. Surfacing: (Optional, required if RUBERO1D® MOP Smooth or RUBER.OID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsisq. . and 300 lbsisq. respectively in a flood coat of approved asphalt at 60 lbslsq, or applied in a flood coat of Leak Buster"( MatrixTm 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLASV Mineral Surfaced Cap Sheet, GAFGLAS4° Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. 3. Leak BusterTM MatriXTed 303 Premium Fibered Aluminum Roof +Coating, at 15 gal./sq. • 4. Leak BusterTM Ma rix"` 715 , Leak Busteir° 'ix71'4 322, TOPCOATS MB +, TOPCOAT® Fire shield Eiastonaeric Roofing Meinbrane, applied at 1 to 15 galfsq. . 5. Leak Buster MatrixT"d 602 MB Xtra Rl stomerie Roofing Membrane, EnergyCotee roof coating applied at 1. to 1.5 gal./sq. 6_ TOPCOAT' COAT' Fireshield® SB Solvent ''T Surf Seal, Membrane applied at Ito�1S galfsq gl�meric.ltoofing mate solar energy 7. Advance Green Technologies Photovoltaic Lam Rance with collector auxiliary' roof equipment installed is compliance manufactuices specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above N®A No.: 074219.09 Upbeat= Date: 11/04113 Approval Date; 8 03/20/08 WOOD DECK SYSTEM LIMITATIONS: ,�, when used as a mechanically fastened base or anchor 1 A slip sheet is required with Pty 4 and Flex Ply directly over the sheet. / acceptable to be installed Y 2. Minimum 'l," Dens Deckh or (Z" Type X gypsum board is accepts wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of thisacceptance, refer to a current Approved Roofing Matcrials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be abed in domplience awed Product Control Approval guidelines. All other layers shall be adhered in a full rno . � fdpp approved the asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically ate'' fastening pattern of the top layer /red approved asphalt, 3. All standard panel sizes are acceptable for mechanical attachment When app panel size shall be 4' x 4' maximum. panel is required on all applications over closed cell foam . 1. An overlay and/or recovery board insulation.p � R no recovery board is used the base sheet shall be insulations when the base sheet is fully mopped. applied using spot mopping with approved asphalt, down .the center of the sheet allowing a continuous PP laced evert` 12' in ribbons in three rows, one at each sidelap and one d le. A 6" break shall be p area of ventilation. Encircling of the strips is not acceptab m shall be at a minimum rate of each ribbon to allow cross ventilation. Asphalt application of either design pressure t 01'-45 psf. 12 lbs. /sq. Note; Spot attached systems shall be limited to a maxim value of 275 5. Fastener spacing for insulation attachment is based on aMinimum Characteristic Force (l') f. as tested in compliance with Testing Application Standard TASb11005. If the fastener value, as field - lb be accepts tested, are below 275 lbf. insulation attachment shall e maximum design value listed within a specific on 6. Fastener spacing for mechanical attachment of an -hood t� sheet or.membrane attachment is based al minimum fastener resistance value in conjunction . � d9ter�inneCl by the Building Official, system. Should the fastener resistance be less than that required, � Re��� u�r, Architect, or a revised fastener spacing, prepared signed and sealed by Registered Roof Consultant may be submitted. Said revised fastener spacing shall the withdrawal Application Standards TAS 105 and calculations in compliance with resistance value taken frail). Testing pp uire�ments of these areas. Roofing Application Standard RAS 117. enhanced uplift pressure treq compliance with 7. perimeter and corner areas shall comply v"it"�e �d base sheet as calculated in COmI' Fastener densities shalt be increased for both signed and sealed by a Florida registered Roofing Application Standard RAS 117. Calculations prepared, li�atiitaister is or Registered_Roaf Consultant licaIlirni Professional Engineer, Registered Architect, Limitation #9 Will not be app General Linai be apou design) shall specifically attachment referred within this NOA, milers, , profile, and/or flashing requirements. 8. All f rm with and ngiApplication g of perimeter Stanrd RAS11 land applicable wind load requir a zones (i.e. field, conform with Roofing t? The maxmum designed pressure ei he limitation: ti analysis, , nor extrapolation shall be permitted for enhanced perimeters, stm and corners). pressure o 1 e perimeters, extended corners and corners). (When this 10. All fastening at enhanced pressure zones {'. • l7e General limitation #7 will not be app limitation is specifically referred within this NOA, products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF T [S ACCEPTANCE NOA No.; 074219.09 ExPiration Date: 11/003 Approval Drage 19 f /19 • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 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.miamidadcgov/pera 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 PERA - 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. PERA 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: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. EAMMADECC UN Y... APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17. Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications 3MTM 2- Component Foam N/A TAS 101 Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A ProPack® 30 & 100 N/A 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 NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive 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 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note:. The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency, Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25 -743 8 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 . 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M1-M 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F- MS 1F\ \2I —W NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 =1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100. dispensing equipment only. 7. 3TM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AI-160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 141AMIOADE cGON1 Y APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 4 of 7 LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESNE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Inderlayment Paddy (Beneath Tile) 101a Ease Closers ,tom j Eave Course Fascia Eave ovate onhp Keep adhesive approx. 4In. up from anopheles Nall through plastic cement Underlayment Paddy (Beneath Tile) 1) Place enough adhesive to achieve 17 to 23 Qptiorial2x4's for Muse Inches in contact with the pan the ""P Pttch applications 2j Tum covers upside_ down. Place adhesive 112 In. re edge of cover tile. j ice/ 10 in. 2 in. Eave Cause Then install the tile. Underlayment (".4$° Nail through plastic cement Eave course only: Keep adhesive approx. 4In. up from weepholes Ease Closure 11AIM14Di4DBCOt11yTY APPROVED Remo of the n course coy&tla Abut tomcod course of • pan tiles. Ensure ewe end of pan and cover tiles are flush at save line. Eave closure (mortar shown) NOA No.: 12- 0228,18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Nail through plastic cement Underlayment ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY addy (Beneath Tile) Eave Course Eave Closure Nall through plastic cement NNN., Fascia j/**: Weephole %Eave Course Eave closure Drip edge Underlayment 1 Paddy (Beneath Tile) in. i,e' 21ri. Nail through plastic cement Paddy (Beneath Tile) Underlayment Eave Closure I?7tA tiltrAbt':EOUNTt APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 z ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) Sin. x3 in. Single paddy on under- layment Single paddy under tile 11140„, • • 2in.X7in.medium size paddy eave Fascia course only Single paddy on top of tile Nail Eave course through plastic cement Nail through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Single paddy on top of tile Eave Course Single paddy under tile Single paddy between tile in.x3in. Single /paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in.x 7M. medium Fasc � paddy eave course only END OF THIS ACCEPTANCE MlAMODADE OlLitt APPROVED Fascia Weephole Eave closure Drip edge NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 7 of 7 Roof System Manufacturer: Section D Sloped System Description Tile Roof System Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: P2: Maximum Design Wind Pressures, (From the NOA Specific system): 4Z.3 psf Fill In the specffic roof assembly components., ff a component is not required, insert not applicable (n/a) in the text box. P3: Roof Slope: Roof Mean Height: "/12" ft. Method of Tile Attachment: —Adheshie, Medium Paddy Polyfoam Polyprb- Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 26 ga.-- 1—Galvinized Metal- 1-1/4 RS NAIL 4" OC Hook Strip/Cleat gauge or weight: Deck Type: Optional Insulation: INA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: Basesheet Type: [ASTM D2,26 FELT 30# Fastener Type for Basesheet Attachment: b -1/4 RS NAIL & TIN CAP 1-5/8 Tile Underlayment (Cap Sheet ) Type: ASTM 'FELT 90# Tile Underlayment Attachment Method: HOT MOP ASPHALT TYPE IV Tile Profile: LE.1.■ITEGRA STATES "S" CONCRETE TILE High Velocity Hurricane one Roofing Permit Application Form Section E (Tile Calculations) Method 1 suMoment Based Tile Calculations Per RAS 127° For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: P 2: P 3: x? x,v x� - Mg: - Mg: - Mg: 6.74 =Mr1: = Mr2: = Mr3: 26.84 45.5 NOA Mf NOA Mf NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127° For Uplift based tile systems use Method 3: Compare the values for P with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: x 1: x 1: x 1: x w: x w: x w: - W: =I i -W: - W: x cos 0: ED =Fr1: x cos 0:D = Fr2: x cos 0: = Fri: Where to Obtain Information to complete tile calculations Description Symbol Azgagew Where to Find NOA F' NOA F' NOA F' Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 . Job Site Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Product Approval (NOA) Ng Mf Product Approval (NOA) Product Approval (NOA) Mr Minimum Attachment Resistance Calculated Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) MIAMI` COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9'" Ave. Okeechobee, FL. 34972 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.miami dade.aov /building/ 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 BNC - 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. BNC 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: Estate "S" Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA # I0- 0518.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. MIA►Mt DARE C • APPROVED NOA No. 11- 0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile, Inc. in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Test Dimensions Specifications Entegra Estate `S' 1= 16 -1/2" Roof Tile w = 13" Trim Pieces 1= varies w = varies varying thickness TAS 112 TAS 112 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Redland Technologies Professional Service Industries, Inc: The Center for Applied 94.060B 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Accessory trim, concrete roof pieces for use at rips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 .PA 112 PA 101 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 2 of 6 Test Agency Test Identifier Test Name/Renort Date Engineering, Inc. Celoiex Corporation Testing Services Walker Engineering, Inc. IBA Consultants, lnc. 94-084 PA 101 May 1994 25- 7094 -1 PA 102 Oct. 1994 25- 7094 -7 PA 102 Oct. 1994 25- 7094 -4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 . Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 528454 -2 -1 PA 101 Sep. 1998 520109 -2 Dec. 1998 Calculations Aerodynamic Multiplier March 1999 2381 -264 TAS 112 01/08/08 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 in accordance with TAS 106 may required, refer to applicable building code. 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 and Neighborhood Compliance Department — Product Control Section for review 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mapped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No. 11- 0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 3 of 6 INSTALLATION 4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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) Entegra Estate 'S' Roof Tile 10.0 1.375 1.08 Table 3; Restoring Moments due to Gravity - Mg (ft-Ibf) Table 2: Aerodynamic Multipliers - A, (ft3) 3 ":12" Tile 6":12" X (ft3) Greater than 7":12" X (ft3) Profile Direct Deck Batten Application Direct Deck Application Entegra Estate 'S' Roof Tile Direct Deck 0.267 Direct Deck 0.289 Table 3; Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 6":12" 6 ":12" Greater than 7":12" Entegra Estate 'S' Roof Tile • Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.91 6,74 5.82 6.64 5.70 6.50 6.56 6.33 5.40 6.14 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Entegra Estate 'Si Roof Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail' 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screwy 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field C11p)2 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip)2 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 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of TA" from head of tile. 2 When using only one fastener use the hole that is approximately 4 -3/4" away from Interlocking edge. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 4 of 6 Table S: Attachment Resistance Expressed as a Moment M1 (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Adhesive 26.1'4 3 See manufactures component approval for installation requirements. 4 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Ina Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-1bf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Polyfoam PolyProT"" 86.61b Polyfoam PolyProTM 45.5u 5 Large paddy placement of 54 grams of PolyProT". 6 Medium paddy placement of 24 grams of PolyPro TM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Minirnum Attachment Resistance Entegra Estate 'S' Roof Tile Mortar Set 20.60 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". OR ' ENTEN -q) ESTATE "S ' TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 . Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 5 of 6 Nail Holes PROFILE DRAWING ENTEGRA ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No. 11- 0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 6 of 6