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RF-14-582
9'1\ Miamhores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: X37 N� io,� sr CID MAR 2:52014 FBC 20 Permit No. Master Permit No. [i F / ��2 City: Miami Shores ? County: ,�^� Miami Dade Folio/Parcel #: / / 3 e b 0/7 (./ g©D / Is the Building Historically Designated: Yes ✓ Y l� NO OWNER: Name (Fee Simple Titleholder): 4 ej A« d, 6 A Y-/'G I—eV Pi #3 It' ' /o A -Si City: /mac i A IU i r l 6 r C f State: P 1 Tenant/Lessee Name: Address: zip: � 3/ Flood Zone: Phone#:3oS /rd %.3 r Phone#: zip: 3 / 3d Email: CONTRACTOR: Company Name: Address: Obe,v00( Oa v? /S N E- 9 7 s-r-' City: � (/J &-P) S� 6 re Stater% Phone#: 30 5-75 C zip: 3 3 / 3 a' Qualifier Name: �/ - 4 4 e 3 h 5E" b v / Phone #: 3"‘ 7J ^7 _01 C l L State Certification or Registration #: er v / 3 0 6 Certificate of Competency #: y Contact Phone#: 9 &757' 24W 21 Email Address: i'i beN 6 v f ro a-4 ri y e L-- 0 / ` C- 8 s'' DESIGNER: Architect/Engineer: � Phone#: Value of Work for this Permit: $ ol 1 l 0 0 -0 Square/Lin Type of Work: OAddition ■Alteration _ r ONeAw Description of Work: /II e f61�/ e `u a t v h// C 6 (o r - 'tr ente�P-F -- Q r /1-- U A 6 (1-1-1 rl f It " --p / P Color thru tile: LcJAj � 1� �4 e of Work: air/Replace 34Db ODemolition IONci ***************************************F * * * * *** * ****** * * * *F ** * * * *** *a+s******** * * * * * * * ** ** ****** *** **** Submittal Fee $ Jr' - 6 ei Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ IC • ? 6 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do ' e work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit d that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand at a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'S AI4FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ed and a reinspection fee will be charged. Signature Owner or Agent ,Q The foregoing instrument was acknowledged before me thii✓' day of , 20 /�, by A(C�� who is personally known to me or who has produced A identification and who did take an oath. NOTARY PUBLIC: Sign: Print: gc/ My Commission Ex S: vomit i. CATHERINE A. DUFFIN Notary Public - State of Florida • My Comm. Expires Apr 15, 2017 beim Wadi! Miry Amt: APPROVED BYA/:r 1 • Contractor ��rr The foregoin instrument was acknowledged before me this p / rr day of f 20 / `t', by d/414 e$ —0 O�J7ifci who is personally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: * * * ** 1 xaminer Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Sign: der-1-ee Print: ,47t4/ P0 Mme' Commission Expires: rt eye CATHERINE A. DUFFIN ss° fl Notary Public - State of Florida ybftentanatl pi 2i3 * * * * * * * * * * ** � u �°r Commission N FF 8417 "11;W Bonded Through National Notary Am. t Zoning Clerk 6/12/13 My Home t1ri� -• 3J Show Me: Propertyhfirmalion Search By: 'Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Folio No.: Summary Details: 11- 3206 - 017 -0800 . Miami -Dade My Home ACTIVE TOOL: SELECT Property: Mailing Address 37 NE 102 ST ALEJANDRO BARRERAS MICHELLE HEADLEY 437 NE 102 ST MIAMI SHORES FL 33138- Property Information: Primary Zone: CLUC: Beds/Baths: Floors: Living Units Adj Sq Footage: Lot Size: `;;t' A HE 'g2hU s1 argii 1000 SGL FAMILY -2101- ",'_'�� 2300 SQ ir:4,VrizI, 0001 RESIDENTIAL _ SINGLE FAMILY `' 3/4 ,665 11,900 SQ FT Year Built: 1951 Legal Description: MIAMI SHORES SEC 4 AMD PLAT PB 15 -14 LOTS 17 & 18 BLK 92 LOT SIZE 100.000 X 119 OR 9881- 0293 COC 24329 -4032 03 2006 5 Assessment Information: Year: Land Value: Building Value: Market Value: 2012 $171,114 $250,584 $421,698 2011 $148,795 $251,835 $400,630 Assessed Value: $412,648 Exemption Information: $400,630 Year: 2012 2011 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: Taxing Authority: 2012 Applied Exemption/ Taxable Value: 2011 Applied Exemption/ Taxable Value: Regional: County: $50,0001$362,648 $50,000/$350,630 $50,000/$362,648 $50,000/$350,630 City: $50,000/$362,648 $50,000/$350,630 gisims2.miamidade.govInhome/propmap.asp nal Photography - 2012 •Ext6h rg �.hE twist 5T My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser 0 Home 'Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 112 ft you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. MIAMIDADE Legend Property Boundary Selected Property , Street ,✓ Highway M iami -Dade County Water 1/2 Miami Shores Viiiage 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 553.844 F.S. To: Miami Shores Village Building Department Date: 3/ ? 10050 NE 2nd Ave Miami Shores, Fl 33138 / Re: Owner's Name: / r '4'J it'` di-0 rre Property Address: if 3 7 Roofing Permit Number: Dear Building Official: �� 1. A>��1 R� certify that I am not required to retrofit the roof to wall connections of my building because: o 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. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 etr of • orl. - Building Code (1994 SFBC) Signature fats AINro rr-0 15 Ni -1s ek5 Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is A t e owner for the above property mentioned. Y Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large .;fir p',.y� CATHERINE A. DUFFIN Notary Public - State of Florida i ', My Comm. Expires Apr 15. 2017 e Commission # FF 8417 ,,,,,,,� �' Bonded Through National Notary Assn. • 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 cons 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 I uct '. w a TFU.R1306 - Roofing Systems ONLINE CERTIFICATIONS DIRECTORY See General Information for Roofing Svstercq BE UILDI NG MATERIALS CORP OP AMERICA, DIA GAP 1361 ALPS RD WAYNE, NI 07470 USA TGFU.R1306 Roofing Systems Roofing Systems Page 1 of 57 MAR 26 2014 R1306 "Ruberold® 20" or "Ruberold® 20 HT' or "Ruberold® Modified Base Sheet y be utilized as an alternate to Type G2 base sheets in any of the following Oassifications. 1/2-In. thick (minimum) gypsum board or 1/4-In. thick (minimum) Georgia- Paditc Gypsum LLC "DensDecc® Roofboard," "DensDeck Primus® 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, the butt tents In the gypsum board and Georgia-Pad/1c Gypsum LLC "DensDedc® Roofboard, "DensDeck Prim® Roofboard" or "DensDedc DuraGuardm Roofboard" are to offset a minimum of 6-in. with the butt Joints In the roof deck. If polystyrene is part of the root system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Pty® My 4" or "Tri -P1y® Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck ® Roofboard, "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" in hot roofing asphalt. "EnergyGuard" Ultra" Is an acceptable alternate to "EnergyGuard'" RP In any applicable Classification. "GAF Stratavent® Eliminator" Venting Base Sheet (Mailable)" may be mechanically attached or hot mopped over noncombustible dents and as a recover over existing roof systems. "GAFGLAS® Partite Insulation" may be utilized as a cover board over "EnergyGuard'" RP 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 Classtficatons. References to glass fiber Insulation include "EnergyGuard Fiberglass Insulation ". "EnergyGuard" Tapered" is an acceptable alternate to "EnergyGuard'"" in any applicable Classification. ASPHALT PELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® *75 Base Sheet" or "Tri -Ply® *75 Base Sheet", or "GAFGLAS® *80 ULTIMA ") Is a suitable alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -PIy® Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, 8 or C roof systems Indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet 'GAF Stratavent® Eliminator'" Venting Base Sheet (Perforated)" or 'GAF Stratavent® Eliminator?" Venting Base Sheet (Mailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallatle base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sleet ('GAFGLAS® *75 Base Sheet" or "TrI-PIy® *75 Base Sheet" or *GAFGLAS® 480 ULTU4A" or 'GAF Stratavent® Eliminator?" Venting Base Sheet (Mailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4' or '111 -P1y® 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, an Insulations may be hot mopped or mechanically fastened. 'GAFGLAS® flashing' or "Ruberold ®" may be used for flashing in any of the Class A, 8 or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMAUTE ®" or any other UL. Classified pertlte insulation. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =... 12/10/2013 TriFU.R1306 - Roofing Systems Crushed stone or slag are suitable alternates for gravel In any of the Class A, B or C systems listed. Page 2 of 57 Structural cement fiber building units are considered suitable to be Included as a deck In the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-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 polylsocyanurate 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 Roofing Corp. polylsocyanurate Insulation in any of the following Classifications. Trumbull "Perms 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 PIy 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEMP Parmalite Recover Board" may be used In lieu of any perlite insulation In any of the following NC Classifications. Unless otherwise Indicated, any of the `Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21 to 3- gal /100- ft2. "Ruberold® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Rubero id® 20" or "Ruberoid® 20 HT" "Ruberold® Mop Smooth 1.5° may be used as an alternate to °Rubero id® Mop Smooth" Gass A,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberold® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products In any applicable Classification. Class A 1. Dark: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate 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 GI or " GAFGLAS® Ply 4" or'Tri -PIy® PIy 4° or " GAFGLAS® Ply 6° hot mopped. Surfadnps — Gravel. LDeds C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or pernte/urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet — Three or more plies Type GI or " GAFGLAS® Ply 4° or'Tri -PIy® PIy 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® EnergyCapi" BUR Mineral Surfaced Cap Sheet.` 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyLsocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -In. maximum. Ply Sheet — Two or more piles Type GI " GAFGLAS® Ply 4 ", "'Trt -Ply c 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® EnergyCapm BUR Mineral Surfaced Cap Sheet." 4.'Decka 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 polylsocyanurate 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 plies 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® http: / /database.ul. cam /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html7name =... 12/10/2013 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code E h-Velocity Hurricane Zone Uniform Imam 1:1- Low Slope 0 Asphaltic Shingles ROOF CATEGORY O Mechanically Fastened Tile O Metal Panel/Shingles 0 Prescriptive BUR-RAS 160 Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes ROOF TYPE C. 3c,,,,, New Roof ‘R Reroofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) SeCtinn R (Rimed Plari) Sketch Roof Plan: Mustrate 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. 7,04. 3- 4! 74,4 7 1/44-0ei ort FS" 10- 4 a 7 .53 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 filgleAfolocity Hurricane Zone Uniform Pormk Application Form. Section C (Low Slops Application), FL In specific roof assembly and Identify manufacturer conponents (S a component Is not used, identify as "NA ") System Manufacturer. Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Mead: - Y2 k Pmax2:•'7/. 7 Pmax3: /�0 Max. Design Pressure, from thppecIfie Product Approval system: Deck: TYPe: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): IAA AnchoiBase Sheet Fastener/Bonding Material: Insulation Base Layer. Bass Insulation Size and Thickness: Baas insulation Fastener/Bonding Matertal: Top insulation Layer: /t/,,b Top Insulation Size and Thickness: Top insulation Fastener/Bonding Material: 3 Surfacing: A4- Fastener Spacing for AnchorBass Sheet Attachment: Field: in oc @ Lap, s Rows - al G " oc Perimeter. " oc 41 Lap, • Rows 4 L " oc Corner. k oc a Lap, • Rows a) AL" oc 7 ' S Number of Frs Per Insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: 1Noodbtocking, butter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Base Sheets) S No. of Ply(s): f 1 d14.1- / 2 �p� e?G y.4, fele- Aye 0 a—voef 7tr g it /riot: r Ply Sheet(s) & No. of Ply(s): i /2/7 e j�r Ply Sheet F Top Ply: /'y Top P F ` to FLORIDA BUILDING CODE — BUILDING Mean Roof Height ISOOF ASSENBUES AND ROOFTOP STRUCTURES 4 Sleep div ac Xerc ON 7'a JVJ. Florida Building Code Edition 2007 High - Velocity Hunicane Zone Uniform Permit Application Form. Section C (Low Slope application) Fill In specific roof assembly components and identify manufacturer (If a component is not used, Identify as "NA ") System Manufacturer Product Approval No.: /3- 0(asi,047 Design Wind Pressures, From RAS 128 or Calculations: Pmaxlr a 1' Pmax2: l// 7 Pmax3: !4. c Max. Design Pressure, from the s c Product Approval system: —.1-z. Deck: Type: IA/0 e:r 0� Slope: PCA f Anchor/Base Sheet & No. of PIy(s): L.AFIt LI11 it 2i Anchor/Base Sheet Fastener/fending Material: R/.91 Arcle Insulation Base Layer. ?4%c ,,t Gauge/Thickness: Base Insulation Size and Thickness: / A «) Y Base Insulation s4r n Aft lyrg I)lyiterial: Top Insulation Layer. I/ Top Insulation Size and ThlcI6 ess: Top Insulation Fastener/llq�iding Material: Base Sheet(e) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of RAs): v e4,1 Ply Sheet er/Bpnd A at/ : Top Ply: 64E Al/ ,Verl c. ClI{ ly>wer Top Ply FastenerlBon -./ 4tr FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: ( " oc @ Lap, # Rows 81 6 " oe Perimeter. 4 " oc @ Lap, # Rows 44a L " oc Comer.. " oc a@D Lap, #i Rows (§ / " oc fie I Number of Fa Per Insulation Board: Al 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, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit sjs N'a %d e H +s"sr *'64i • ‹r PAU 4 "o// Parapet Height /y PT A/Wi rx # r') Mean Roof (e/Zei4J Height ROOF ASSEYBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Veiocfy Hurricane Zone Uniform Penht Application Fort, Roof /slope: �: 12 C}9elislon A R M 1¢yy} Des N i Deck Type: pt/ o ®g" \ Type Underlayment: Insulation: I Fire Barrier: 4 ia 1 Fastener Type & Spacing: /# Ala 0—n 4 lie Cro10 C,fl( Adhesive Type: 1 ?yr e- c( 4A ( 1 Type Cap Sheet: I 4r [,,n 4) V9 41 90 10/94 or .6 2_2 C i c Mean Roof Height: Roof Covering: Od /AV ue, s4 .5G& /e Type & Size Drip I L f 4IV I Edge: FLORIDA BUILDING CODE — BUILDING Roof System Manufacturer: Notice of Accegtincti 3 Number; L Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations k f L P2: 6.41'•{ P3: /3, 0 7 Maximum Desi n Pressure (From the P uct pprovai Specific System): Roof /slope: �: 12 C}9elislon A R M 1¢yy} Des N i Deck Type: pt/ o ®g" \ Type Underlayment: Insulation: I Fire Barrier: 4 ia 1 Fastener Type & Spacing: /# Ala 0—n 4 lie Cro10 C,fl( Adhesive Type: 1 ?yr e- c( 4A ( 1 Type Cap Sheet: I 4r [,,n 4) V9 41 90 10/94 or .6 2_2 C i c Mean Roof Height: Roof Covering: Od /AV ue, s4 .5G& /e Type & Size Drip I L f 4IV I Edge: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Fonn. S Ctinn E (TTlla_SAIOtilafl nc) For Moment based the system, choose either Method 1 or 2. Compare the vales for Mr with the vales from Me if the Mr values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Pa RAS izr e3Z1 X 20. g 7 � rl f i Product Approval M fy, 7 0.2.44, 2, a t %� �Z .� V' q ,� °1�� jr! - g: %, 1 Product Approval Mf �' • Y our or 1 6 � V ° Z • MW'2 j P / MJ 3 d 7Product Approval Mr 1181. if Method 2 "Simplified 'file Calculations Per Table Below" M - - - -- -- ... -, - °-- ---•- --.- r.wwa npprovar nip M, required Moment Resistance Mtaan Roof Halght —► Roof elope , 15' 20' 25' 30' 40' 212 34.4 38.8 38.2 32.7 312 322 34,4 38.0 324 42.2 412 2.4 32.2 33.8 38.1 39.9 812 28.4 301 31.8 32.5 34 (i__ 812 25.4 2110 29A 32.8 30.8 712 24.4 _ 28.8 2L1 28.2 324 30.0 *Must be used in conjunction with a list of nmment based We systems endorsed by the Broward County Board of Rules and Appends. FarUpiift based tile systems use Method 3. Compared the vaiuesforrwith the values for Fr. if the F'values are greater than orequal to the Fr values, for each urea of dm roof. then the tile auachmem method is acceptable. Method 3 "Moment Hosed The Calculations Per RAS 127" (Pr• x xw:= ) - W: x cos q = FT) Product Approval F' (P2: X L = x w: = ) . W: x cos il = Fr.2 Product Approval F (P;: x 1. = x w: _ - W: x cos 9 = F Product Approval P DIecriation Symbol ere to Obtain Information Where to find . ' o. ! �t it . Lv. _ .} a a! . W' _ c; Mean Roof Heloht H Job Site Roof Slope 0 A* Siic Aerodynamic Muldelier x Product Approval Restating Moment due to Gravity Mg Product Approval Rem Urlift Resistance Fr Calculated Average Tie Weight W Product Approval length Tile Dimensions L= Tile W :: width Product Approval AU calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 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 Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation 2010 FLORIDA BUILDING CODE — BUILDING 15.33 Owner's Notification Frans HVHZ 2010 MIAM COUNTY "Delivering Excellence Evert/ Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES -- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg 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 roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the itell 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. . Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not verloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. PX.11. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the tenor of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature: 11WArl,: Date: Ell waif- Property Address: 1 "-Aa_7 /DE /d 09-- S' t— I Contractor's Signature: Permit Number: R a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.eov/Dera 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 reviewed and accepted by Miamk-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: Saxony (Shake, Slate, Split Shake) Concrete Roof 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 pr 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 term nate 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# 12- 0308.25 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. I APPROVED I NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, manufactured Boral Roofing LLC in Lake Wales, FL and d For locations where the pressure requirements, as determine design pressure values obtained by calculations in complianc herein. The attachment calculations shall be done as a mome Slate and Split Shake) Concrete Roof Tile, as ribed in Section 2 of this Notice of Acceptance. by applicable Building Code does not exceed the with RAS 127 using the values listed in section 4 t based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC 1 =16%2" Saxony (Shake, Slate and w = 12-3/8" Split Shake) Tile .6" thick Trim Pieces 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED; Test Aaenev, Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Snecifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94-084 94-060A 25- 7183 -6 25- 7183 -5 25- 7214 -1 Product Description, lat, interlocking, high pressure extruded concrete oof tile equipped with two nail holes. For direct eck or battened nail -on, mortar or adhesive set pplications. ccessory trim, concrete roof pieces for use at hips, es, ridges and valley terminations. anufactured for each tile profile. (1 Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing Feb. 1995 PA 102 ik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 2 Quik -Drive Screws, Battens) Static Uplift Testing March, 1995 PA 102 Quik -Drive Screw, Direct Deck) NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 8 2.2 EVIDENCE SUBMTrTED: Test Aeencv The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #M C -77 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations 129 Test Name/Renort Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 Mortar Set) ithdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 wo Patty Adhesive Set System R oring Moment Due to Gravity TAS -112 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static fiel TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade Co in accordance with TAS 112, appendix `A'. Such t Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with th section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be ' otherwise by the underlayment material manufacturers p 3.6 This acceptance is for wood deck applications. Minim applicable building code. 12a2 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 uplift test shall be performed in accordance with ty Certified Laboratory to perform quarterly test ting shall be submitted to the Building Code applicable Roofing Applications Standards listed led perpendicular to the roof slope unless stated blished literature. deck requirements shall be in compliance with NOA No.: 12- 0904.12 Expiration Date: 12/16/17 Approval Date: 12 /06/12 Page 3 of 8 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof ile and its components shall be installed in strict compliance with Roofing Application Standard RAS 11 :, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length-1(ft) Width -w (ft) Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers - X (ft3) Tile 3 ":12" ). (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony (Shake, Slate and Split Shake) Tile Battens 0.185 0.200 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile 2 " :12" 3 ":12" 4 ":12" 6 ":12" 6 ":12" 7 ":12" or greater Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens _ Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 _ 6.83 6.18 6.66 6.02 6.48 NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony (Shake, Slate and Split Shake) Tile 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 308 30.8 18.2 2 #8 Screw 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) 190 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 6: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile The Application Minimum Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile I Adhesive' 31.32 1 See manufactures component approval for installation requirements. . 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M7r" 2- Component Foam Roof Tile Adhesive AH -160. Average Weight per patty 8 grams. Table 7: Attachment Resistance Express for Single Patty Adhesive ti as a Moment - Mf (ft-Ibf) Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony (Shake, Slate and Spirt Shake) Tile 3M'"" 2- Component Foam Roof Tile A hesive AH -160 118.93 3M'"" 2- Component Foam Roof Tile Adhesive AH -160 40.44 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12 /06/12 Page 5 of 8 Table 8: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Aplplication Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile _ Mortar Set° 43.9 5 Tile -Tate Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking lof the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". Or BORAL»LIFETILE BORAL ROOFING LLC, SAXONY TILE (LAKE WALES FL) 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. NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 8 PROFILE DRAWINGS WAI ERLOCK SAXONY CONCRETE ROOF TILE (SLATE MODEL) SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 7 of 8 SAXONY CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12-090412 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 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.miamidade.rov /rconumv 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: 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 NOA revises NOA 12- 0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3M'rM 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 Saeciflcafons 3MTM 2- Component Foam N/A TAS 101 Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 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: P Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 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% 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. NOA No.: 13-0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Ajencv Test Identifier Test Nanie/Renort Nit Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA 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 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 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 Assembly for fire rating. 2. 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 statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. krrnvvw 1 3. 3M'" 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M'" 2- Component Foam Roof Tile Adhesive AH- 160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Pate 3 of 11 INSTALLATION: 1. 3MTm 2- Component Foam Roof Tile Adhesive AH -I60 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 file 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 tile 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). 6. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTFI000 or ProPack® 30 & 100 dispensing equipment only. 7. 3M114 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 1 to 2 minutes after 3MTm 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. APPROVEDj NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Eave Course - Flat, Low, High Profiles Flat, Low, High Profiles Flat Profile All Eave Course 17 -23 sq. inches Minimum Paddy Gram Weight 45-65 #1 17 -23 sq. inches 45-65 Low Profile #2 10 -12 sq. inches 30 #2 12 -14 sq. inches 30 High Profile Flat, Low, High Profiles #2 17 -19 sq. inches 30 Two -Piece Barrel (Cap Tile) Two Piece Barrel (Pan Tile) #3 Two Paddys: 8 -9 sq. inches at head of tile 9 -11 sq. inches at overlap 12 grams per paddy Two Piece 2 Beads (1 each longitudinal edge) 20 -25 sq. inches each bead 17 grams per bead Two Piece 65 -70 sq. inches 34 grams under pan LABELING: All 3M'" 2- Component Foam Roof Tile Adhesive AN-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. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 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 cm) 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. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 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. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 1 APPROVED 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 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 cm) 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. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) 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 pan portion of the tile closest to the overlock of the 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.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) 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 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. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05 /10/17 Approval Date: 12 /12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mallow P Tilo Md1 ma Peufltons 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 1n2 (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 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High P 'fne 3. Also ap ly a 2" (50.8 mm) x 4" (101.6 mm) x'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 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 13-0502.02 Expiration Date: 05/10 /17 Approval Date: 12/12/13 Page 10 of 11 ADHESIVE PLACEMENT DETAIL Two PIECE BARREL Two Piece Barrel - High Profile Tile Two Piece Barret (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 of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) hailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 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) 315.2599 www.miamidade.soy /economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. ty� g RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. orw4 coala4-, NOA No.: 13-0424.09 Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page 1 of 17 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener uardTM Po (Table 3) Density /ft2 Ene rgyG Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuardrM Perlite Recover Board Minimum %" thick N/A N/A EnergyGuarjTM Perlite Roof Insulation Minimum 3/4" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire- Resistant Roof Deck Protection or (optional) Securock ®Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavent® EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat- We1dTM Smooth or Ruberoid® Heat- We1dTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FIexPIyTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -TecTM #12 Fastener, Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page 6 of 17 Base Sheet: Ply Sheet: GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psi; See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved l'h" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill - TecTM #12 Fastener, Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac ®Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7J Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted hill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill - TecTM #12 Fastener or Drill-TecTM #14 Fastener and 3" Drill -TecTM 3" Steel Plate, Drill - TecTM AccuTrac® Flat Plate or Drill -TeeTM AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psi; See General Limitation #7) Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima"' Base Sheet, GAFGLAS® Stratavent® EliminatorTM Perforated Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoid® SBS Heat - We1dTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet or GAFGLAS ® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0424.09 Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page7of 17 I Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCarm BUR Mineral Surfaced Cap Sheet adhered in a. full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 400 lbs./sq. and 300lbs. /sq. respectively in a flood coat of approved asphalt at 601bs. /sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal. /sq. Maximum Design Pressure: See Fastening above. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 r i � Deck Type 1: Deck Description: Wood, Non - insulated 19/32 or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or SecurockTM Gypsum Fiber Roof Board. GAFGLAS® #80 Ultima"' Base Sheet, Stratavent® EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat- We1dTM Smooth or Ruberoid® SBS Heat - WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FIexPIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —4S psi, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FIexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 and Drill- Teem 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psi, See General Limitation # i GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psi, See General Limitation #0 GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psi, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrace Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 $ • • S Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening Above • GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. 2. Topcoat Surface Seal SB applied at 1 to 1.5 gal. /sq. NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /," Dens Deck Roof Board or %a" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209627 Permit Number: RF -3 -14 -582 Scheduled Inspection Date: May 22, 2014 Inspector: Rodriguez, Jorge Owner: BARRERAS, ALEJANDRO Job Address: 437 NE 102 Street Miami Shores, FL 33138 -2452 Project <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number (305)754 -8182 Parcel Number 1132060170800 Phone: 305 - 757 -2612 Building Department Comments RE- ROOF WITH SAXOM STATE FLAT WHITE COLOR THREW CEMENT TILE AND BUILT UP ROOFING ON FLAT COLOR THRU TILE IS WHITE FLAT BORAL Infractio 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 U�,Lir vx'(e) s May 21, 2014 For Inspections please call: (305)762 -4949 Page 4 of 37 RE: Permit # Miami Shores Village Building Department INSPECTION AFFIDAVIT S ne (Print name and drde License Type) License#: Pfi 0143D 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 4I3I14 licensed as a (n) off, tc / Engineer / Architect, FS 468 Building Inspector On or about "1; 11-is 1 a‘40,111 , I did personally inspect th roof deck nailing n (Date & time) Sear water barrier work -at �3n NE Arrr.cE (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Base.` n 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of �` /L Notary Public, Sate of Florida at Lar _pike '.11 Notary Public State of Florida Sandra Dee Hart y� -. et My Commission FF 010644 '�10 gd Expires 0412112017 *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 penult //and address IS dearly sham marked on the deck for each inspection Revised on 6/21/2009 F•I•E• FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION-INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Owner's Name: Job Address: Roofing Contractor: Permit Number: Approximate Roof Height: Type of Access to Roof: SITE SPECIFIC INFORMATION gkA et- eri Type of Tile: '2- feet ✓ Ladder OtherRequired Testing Fo ce: 35 lbs. Date Installed: ®� �� 1 14- Slope: ' ' 12- Approximate Square Footage: 2 ' 00 ft2 Testing Equipment: I.G.E. p.000xx Shimpo Instrument Date of Inspection: ',t 19 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 ?k *, 21 65 41 F 5 61 81 2 22 p 42 j 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 °t.." 79 99 20 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 1, ft Area Units or ft2 No. of Tests Perimeter 1 4Qo 'Q Field r ea ap t r Corners 1. f Hips & Ridges 1 4 0 artist RESPF°6 I.rad!, 1 ED BY $'1'S"!:* G E IV ld' 1 °i • ° 4� No 63107 �:2 VT aiaci'I' Stalk, liz ttlaie • 1ONA� o- c V 5 ZIIt`f Job Address: ,VAs.iit 4,1 L°_'2' iiiii111/ 1111aiiila11111i1111aaisaaaa111/ii11111aia1 ■ aaaaa11aaaaaiaaaaiaaaai11aaasisaaaaaaaaia aaaaaa rasimmm aaaaiariaaaimaasaamua as ■amasaaaiasaaaaiaaaaaiiaaaa aiaaaiaasa ■ aasaaaaiar is niairaaaiaaar aaaiaaaaara ■iiiii -aaa Ciiiii iiiii :ia ===mia ifiaaa aria aaaia II.Riiaiataaiaiiaaa/ .-firT !bias ■ifuami ■a'aa aailiiaaaai UUaaasi' atwa mom emansismia 11111111111111PRIMINUINUMMENElikikaL711111111111 ■aaaiaasaatiiiiiinumau ia:ttitila MINI ■ asaminunnummasamamansummuse aev gasnows ■aaaaaaaaa aiaaasaaia /iaRaaaiia' VANN sum' nsmanau asuanammaismanunsiamemin isaaaiaaiisaiaaaa'/iaiaaiai ri itri lra; ii, almsa■ ifaaaiaaai aaailiiiasa►r� {Iriiili aflaiiIaai iaaaa'iaaa iassaaiJaamailiPci . 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':m lf,a � -�• aaaarn�sai aaaiiaiaiar.��•. ialiM7L+�Ma �at121 E�rwi 1;11 ■iasiaaaa ■[Z'a rmiiaaaar aif ranori7aiaaa uma aaatasaaaaiiaataaaassimbeaaiU* Isaaaaiissi amonsumannammaarzzainstamr7mais aaiaaimua airaaaaaaami11ai' osan nivaaaaair saaaazom ■aaa ■iris L4 L'aar!!* aie aaiRIUUraiaimrlaaaalaaa■ aaaaamma i ansuid akesauariiaaart ti'aaa•R•iira ■aaaaiaaaa` taiaalfillmi aaaa tia aaiisaivaa. ■taitiaaaia/fiiaaiiatia maaiaansimmum samucamanasesmanamammummaammunummi aaiaaiat-- - --rein iiaisi°aia a_ iaaaaaara ■aiaaaaaa iaaaaaiaaiaaaiaaaaa mmasaairaa ■Satasaa:ia, iaaaiaaiaiiaaaiiaaaaaaaaraaaa IIIiaaa /r�aaiaRUUSaiaaIUUEaaa■ ■aaaaai mum aasiaamaat aiaaiiaaaaaaaai m maa aaaaraainumm aaaanaaaammaa aai NOTICE OF COMMENCEMENT CFN 2014-R0222552 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION �'! S'I' ��? �¢ I'4 ` t5" : 03/27/2014 12 :58:16 HARVEY RUVINr CLERK OF COURT NIAi1I -DADE COUNTYr FLORIDA LAST PAGE PERMIT NO. TAX FOLIO NO. 13 Z DI, 0 17 0 %+ STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street I address: 1 f31 /� ` oz 2. Description of improveme 3 Owner(s) name and address: ` p ej,u '54 rr e_rotl- s 4/.i % /jt 1 ?• pia 44 , S/—F 6 re > P1 Interest in property: Name and address of fee simple titleholder: Al7'I 4. Contractor's name and address: ���v( r n I S` /M g 9 ` iS ,[� ` ? IA a.rr i16 re-.� 3 1' 5. Surety: (Payment bond required by owner from ntractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 33,56/ ,TATE OF FLORIDA, COUNTY OF DADE i4 PPRY CFBTJFY 7. Persons within the state of Florida designated by Owner upon whom notie s ar other d provided by Section 713.13(1)(a)7., Florida Stairs my hand and Official SealOti I - Name and Address: 1 • V a " • UVIN, RK, • �� d and County �o Courts a /7/ D.C. as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is .1 year from the date of recording unless a different date is s. ified) ICI ure of Owner % Print Owner's Name Sworn to and subscribed before me this 2-- 4-1-7--c-f- 4.) Prepared by day of /4 "cL , 20 // . Address: l ,A4(r1� Notary Public: �rur% j ,(}? Print Notary's Name: ar r �..� , SW16 i s ,a 3l Ir / My commission expires: A f -A A CATS A. DUFFS' Nanny Public - of 11y Comm. Expires iire 15, 2017 Commission di if 8417 lonisd Throne Nalkal