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RF-13-2521Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION �� 16 6 2013 BX000aoe oe,00sm FBC 20 1z;;, Permit No. ,� �7 Master Permit No.-V4::-'l — Z52A Permit Type: BUILDING ROOFING JOB ADDRESS: to/ yc J/ o y Sk City: Miami Shores County. Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): }- L, 40. 1 14 U 0 l f) l A'CS I L< Phone#: � ©� � 1 � 3 L. Address: 3) CO ®.aL Z n cJ Ap -e City: State: r 3 1 Z -7 Tenant/Lessee Name: Phone#: CONTRACTOR: Company Name: Address: Jf3.2 -% v I- � e Phone #��) 2 -aV 7 -1 city: A I State: _ zip: .3 3 l Z5° Qualifier Name: 2, Phone #• 9 1 Ci State Certification or Registration #. /3 X ��9 Certificate of Compe�cy #: Contact Phone #: ��� �� ®�' Email Address:'��Y �� V-1 �� 1M .� DESIGNER: Architect/Engineer. Phone #: -50roV= - Value of Work for this Permit: $ v Square/Linear ;7erpair/Replace ge of Work. L^p Type of Work: DAddition OAlteration ONew OD olition Description of Work: o w, t, / Y °, Submittal Fee $ S70 • c� Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structurat Review $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued-4n the s ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature \ Owner or Agent The foregoing instrument was acknowledged before me this day of A)" , 20 13 , by A � „ ft i– t"' a , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �`' A My Commissi l pikes, - (407)1,. APPROVED BY ,v,-A� Q, 1 A BLANK s ;! :aiC)N # EE000$73 s'' =.. Ji3ober 01, 2014 Signature The foregoing ' instrument was ac meow a ged before /me this day of .20L3, by �� e`V , who i rsonall kn me or who has produced 1'/1J Plans Examiner Structural Review as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My (Revised 5WO12 )(Revised 3/ 12/2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) -WMM15310N # EE196673 EXPIRES May 15, 2016 Zoning Clerk -. .}.a - � .::- .: -«.:. �_. _...va —. -• - as -.. -v. ra^- •-- ...�- *+.s.sd CFN: 201308748M BOOK 28898 PAGE 1053 DATE:11 /0412013 1043:19 AM DEED DOC 1,808.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY ft arW by and return to: TaraToreld Kahane & Assoctates,P.A. 8201 Peters Ragd, Suite 3000 Plantation, FL• "33324 lf&Number: 10-04148 Loan Number: lOtt5682834 Consideratiion: $268,000.00 (space above this Me for re=dhg dab) Special Warranty Deed This Special Warranty Deed made thisAUG A240of August, 2013, between Deutsche Bank Naktonal Trust Company, as Trustee of the Residential And Securitiiation Tract 2003 -A8CB, Mortgage Pass Through Cerdficates, Series 2005-H under the Pooling and Servicing Agreement dated June 1, 2004 whom post Office address Is 460 Sierra Madre Villa Avenue, Suite 101, Pasadena, CA 91107, grantor, and B & L Realty Holdings LLC, a Itiorida Limited Liablitty Company whosepostoffe address is 3900 NW 2nd Avenue, Mfamf, FL 9312?', grantee: (Whenever used herein the term grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Wituesath, that said grarda, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said gam, the receipt whereof is hereby acdmowledged, has Wanted, bargained, and sold to the said grantee, and grantee's hairs and assigns ibrever, the following described Ord. situate, lying and.being to Miami-Dade County, Florida, to-wit: Lot 24, Block 1, of College Heights, according to the Plat there4 as recorded In Plat Book 42, at Page 8, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11- 2136.004 -0230 Together with all the tenements, heredhaments and apporteaances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby oovenneta with said grantee that the grantor Is IawiWly seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby Billy Vvarrants the title to raid land and will defend the same against the lawful claims of aft persons claiming by, through or under grantors: In Wltnm Whereof; grantor has hereunto set gmnt&s hand and seal the day and year first above written. sPWdWW=0 roes r ftpared by and r - turn _tm Tara Toreki Kahane & Associates, P.A. 8201 Peters Road, Suite 3000 Plantation, FL 33324 File Number. 10 -04148 Loan Number: 1005682834 Consideration: $268,000.00 f- . (space above this Gne for recording data) Special Warranty Deed This Special Warranty Deed made thisAUB_1_fi?Aj+3of August, 2013, between Deutsche Bank National Trust Company, as Trustee of the Residential Asset Securitization Trust 2005 -ASCB, Mortgage Pass Through Certificates, Series 2005 -H under the Pooling and Servicing Agreement dated June 1, 2004 whose post office address is 460 Sierra Madre Villa Avenue, Suite 101, Pasadena, CA 91107, grantor, and B & L Realty Holdings LLC, a Florida Limited Liability Company whose post office address is 3900 NW 2nd Avenue, Miami, FL 3312 7, grantee: (Whenever used herein the terms grantor and grantee include all the parties to this insh=eut and the heirs, legal representatives , and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Wituesseth, that said grantor, for and in consideration of the sum of TEN AND N01100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Lot 24, Block 1, of College Heights, according to the Plat thereof, as recorded in Plat Book 42, at Page 8, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number. 11- 2136-004 -0230 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfidly seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby firlly warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under grantors. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. SpwWWarraayDwd-Pap 1 Signed, sealed and delivered in our presence: Witness Name: Michelle M. Wilhelm �•�•.tA Deutsche Bank National Trust Company, as Trustee of the Residential Asset Securitrration Trust 2005 -A8CB, Mortgage Pass Through Certificates, Series 2005 -H under the Pooling and Servicing Agreement dated June 1, 2004, by OneWest Bank, FSB, Attorney in Fact °ate 11-4411 nm SQUe wvft**% an OMM.5657 State of Texas County of Travis The foregoing instrument was acknowledged before me "tln� G •� of August, 2013, by l ���� of OneWest Bank, FSB, Attorney in Fact for Deutsche Bank National Trust Company, as Trustee of the Residential Asset Securitization Trust 2005 -ABCB, Mortgage Pass Through Certificates, Series 2005 -H under the Pooling and Servicing Agreement dated June 1, 2004, who ( X ) is personally known to me or ( ) has produced as identification STEPHEN YELVERTON `� o`�arres�a Notary Pubic, State of Texas r..= My Commission Expires public Augusl24.2013 r Printed Name: My Commission Expires: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT* & 13 ~ e�LS 0-'t ` DATE: 1 /13 I 0 Contractor Owner o Architect Picked up 2 sets of plans and (other) Address: (O ! �J-c (10 S i From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to Acknowledged by: PERMIT CLERK I RESUBMITTED DATE: PERMIT CLERK INITIAL: Dof El .Re-Rooflng 0 Recovering ❑ Repair ❑ Maintser RMF SYSTFU INFORMATION 1 1W 41AM "OWW AMA /RFI -%moan summm RAA* oam "ketch Roof Plan illustrate all GIs and sections, roof drains, scuppers, overly scuppers and overflow drains. Include, dimenslons of sections and levels, des d - ON dlnaAnainnia Af R1 &vnMd nAAmmum And InaMan of DAranshL Florida Building Code Edition 2007 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 BUR4tAS 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 12.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,405,6,7 Wood Shingles and Shakes A,B,D 1,2,4,506,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Llstlnjr Page 2. From Notice of Acceptance: 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 Notice of Acceptances - 5. Municl I Permit Application 6. Owners Notification for Roofing Considerations (Re-Roofing On 7. 1 Any Required Roof Testin Calculation Documentation 123_01 -48 12/09 PAGE 1 Y + , Section C a Section C Page (Low Slope Roof Systems) Fill In the specific roof assembly components. If a component is not required, Insert not applicable (Ma) in the text box. ROOF SYSTEM MANUFACTURER: I GAF Product Approval (NOA): 13- 0424.09 System Type: EE Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -42.8 psf (P2) Perimeters: -71.7 psf (P3) Comers: -108.0 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 0.50 " : 12 Roof Mean Height: 14 ft. Parapet Walls: 0 No 0 Yes Parapet wall Height: ft. Deck Type: —5/8" Plywood — Support Spacing: " o/c Alternate Deck Type: I NA Existing Roof: SAME Fire Barrier. NA Vapor Barrier: NA Anchor Sheet: NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# (1) PLY Base Sheet Fastener / Bonding Material: 1 -1/4" RS NAIL AND TIN CAP 1 -5/8" Ply Sheet(s) & No. of Ply(s): GAF (� Ply Sheet Fastener / Bonding terial: HOT MOP ASPHALT Top Ply: I GAF MINERAL CAP SHEET Top Ply Fastening / Bonding Material: HOT MOP ASPHALT Surfacing: I GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: NA Single Ply Sheet Width: rN7A " 1/2 Sheet Width: Q " No. of Single Ply 112 sheets: Single Ply Membrane Fastening / Bonding Material: NA D FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: El " o/c @ Laps & a rows r97 " o/c 2. Perimeter r67 " o/c @ Laps J47 rows r67 " o/c 3. Comer. � " o/c @ Laps J47 rows El " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: rN7A 2. Perimeter. rP7�A 3. Comer. Insulation Fastener Type: 'NA WOOD NAILER TYPE AND SIZE: 1 "X8" FASCIAL Wood Nailer Fastener Type and Spacing: #12 WOOD SCREW EDGE & COPING METAL SIZES: Edge Metal Material: --Galvanized Metal — Edge Size: 11 —3" face 26 ga. - Hook Strip Size: I — SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 -1/4" RS NAIL 4 "OC Coping Material: I — SELECT PARAPET WALL COPING MATERIAL — Coping Size: I — SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: I — SELECT COPING METAL HOOK STRIP SIZE- Parapet Coping Metal Attachment: NA Insulated Nailable Deck With Edge Nailer MIAMI= ' Miami -Dade County HVHZ Electronic Roof Permit Form "Deliveritkq Excellence Every Day" Illustrate Components Noted and Details as Applicable: Roof Mean Height: 14 h, Drip Metal: 3X3 GALV 26G Continuous Cleat: Top Ply NA Interpiies Surfacing: Base Sheet 5' tiy' GRANULES Top Ply: `• ''� '•s ��� GAF MINERAL CAP SHEET Auchoi Sheet Interplies: - - •-- Drip Fetal L 1�4 Base Sheet: GAF GLASSBASE 75# .me_ Cl lomouS Top Layer of Insulation: Cleat ^ L� Wood Nailer - NA Base Layer of Insulation: Wood Nailer: Roof Deck Base Layei `'• � k 1 X 8 FASCIAL BOARD Wood Nailer Fastening: of Insulation — SD NAIL @ 16" Tole Layer - of Insulation Anchor Sheet: N/A Deck Type: PLYWOOD 5/8 119r'�.I%lJt/U - 1\UUL111b' Ivyat%'IS +J board . under f the following Class st ms does not ad rel affect the rating. The use of y:-in. minimum thick gypsum boa d s an acceptable minimum insulation over roof decks. The use of polystyrene insulation board between minimum V4.1n. 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 polylsocyanu rate 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-Piy@ Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2 V to 3- gal /100- ft2. "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 alternate to "RuberoidO 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 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 GS or "GAFGLASO 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 perllte /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 -Piy@ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap— '" 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, perlite /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 "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap'" BUR Mineral Surfaced Cap Sheet." 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 plies Type G1 "GAFGLASO Ply 4" or'Tri -Ply@ Ply 4" or GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap'" BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT@ EnergyCote' "" applied at a rate of 2- gal /100-ft2. 5. Deck: NC Incline: 3 httn• / /rlatab.ise.ul.com /cgi- binIXYV/ template /LISEXT /1FRAME /showpage.html ?name =T... 2/23/2012 I . . , ' I MIAMI -DADE COUNTY MIAM4QADE PRODUCT CONTROL SECTION 14CAM 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov /economy GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This the High Velocity Hurricane Zone of theWorida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood the Florida Building Code LABELING: Each unit shall bear a, permanent label with the manu etfirer's name or logo, city, state and following gatement: "Miami -Dade County Product Control Approve ess otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done . in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. -4. 6'Ld NOA No.: 13- 0424.09 xpiration Date: 11/0 /0 -4// Approval Date: 10/31/13 Page 1 of 17 Deck Type 1: Wood, Non - insulated Deck Description: 19/32' or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS' #80 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid' SBS Heat- We1dTM Smooth or Ruberoid® SBS Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -,45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exPlyTM 6, GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TecTM AccuTme Flat Plate or Drill -TecTM AccuTrace Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. tMajimum Devi n Pressure —15 psf, See General L' 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 psf, See General Limitation #7) FGLAS u rold 20, Ruberoid ®Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrae Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -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 NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 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 AccuTra6o Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies o AFGLASO Ply 4 r GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asp a t app ied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Option l� P p_1y of 11 FGf ,AS® Min ral Surfaced Cap . b 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 2040 lbs. /sq. Surfacing: 'Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens DeckTM Roof Board or V2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 01 3. 4. 7. 8. 9 10 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf. insulation attachment shall not be acceptable. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and 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.) 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. 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.) 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 MIAMFDADE COUNTY ... � � Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 Tile Rix if AystHm Notice of Acceptance Number (NOA): 10- 1202.01 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 3 "/12" Roof Mean Height: 16 ft. Method of Tile Attachment: -- Adhesive, Medium Paddy Polyfoam Polypro -- Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: --3" face 26 ga. -- v I Drip Edge Material Type: --Galvinized Metal -- Drip Edge Fastener Type: 1 -1/4 RS NAIL,4" OC Hook Strip /Cleat gauge or weight: I -- Select Hook Strip -- Deck Type: --5/8" Plywood -- Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: ASTM FELT 30# D226 Fastener Type for Basesheet Attachment: NAIL & TIN CAP 1 -5/8 Tile Underlayment (Cap Sheet) Type: ASTM FELT 90# Tile Underlayment Attachment Method: HOT MOP ASPHALT Tile Profile: PLANTATION CONCRETE TILE '_S=0l E MIAMFD6ADE Miami -Dade County HVHZ Electronic Roof Permit Form NNW 'Velivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems, use Method 1. Compare the values for Mr with the values from ME If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. P 1: 39.1 X X 0.289 = 11.29 - Mg: 7.79 = Mrl : 3.50 40.4 NOA Mf P 2: 68.1 X X 0.289 = 19.68 - Mg: 7.79 = Mr2: 11.89 < 40.4 NOA W P 3: 100.7 X 0.289 = 29.10 ` - Mg: 7.79 = Mr3: 21.31 < `w 4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3. Compare the values for F' 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 file attachment method is acceptable. P1: X l: = Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional -w: _ - W: = Mean Roof Height X cos A:• = Fr1: 5 NOA F' P2: X 1: B = ® X w: = - W: = Restoring Moment due to Gravity X cos 0: El = Fr2: 5 NOA F' P3: Mf X I: Required Moment Resistance = X w: _ - W: Product Approval (NOA) = Fr X cos 0: F7 = Fr3: W :5 Tile Dimensions NOA F' Where to Obtain Information to complete the calculations Where to Find Description i Symbol Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional Design Pressure P1 or P2 or P3 engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA} Tile Dimensions I = length Product Approval (NOA) w =width COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9& Ave Okeechobee, FL. 34972 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2409 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted 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 erein, and has been designed to comply with the High Velocity Hurricane of the Code. DESCRIPTION: Plantation Roof Tile ear 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 revises NOA No. 10 -0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10- 1202.01 Expiration Date: 12/081/5 Approval Date: 12!30/10 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product AAplican Dimensions Snuffleatig_ns Description Plantation Tile Length: 16' /:" Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on. Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 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 Code Compliance Office 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 mopped 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. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 10-1202.01 Expiration Date: 12d08/15 DARE couNrr Approval Date: 1250/10 � Page 2of5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) 1 Width -w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multi pile -1 ft3 Tile Profile A. (ft3) Batten Application Dir c eck A ii,. ion Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity- M (ft -Ibf) Tile 2": 12" 311: 4 11:12" s": 12" s": 12" Greater than Profile 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 7 ":12" 2 -10d Smooth or Screw Shank Nails Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 Deck 24.2 Deck 19.0 Deck 22.1 Deck 35.5 Deck 34.8 Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile Table 4: Attachment Resistance Expressed as a Moment - M. (ft -lbf) For Nail -On Systems Tile Profile .Fastener Type Direct Deck (Min 151332" plywood) Direct Deck (Min. 19132" plywood) Battens Plantation Tile 2 -10d Ping Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 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) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Cli 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' 50.3 65.5 48.3 1 Installation with a V file headla and fasteners are located a minimum of 2' /a" from the head of tile. NOA No.: 10-1202.01 Expiration Date: 12/08/15 t�1Y Approval Date: 1250/10 Page 3 of 5 Table v: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) For Two Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company nieBond Average weights per patty 13.8 grams. Polyfoam Product Inc. Average weight per patty 8 grams. Table 6: Attach nce Expressed as a Moment - Mf (ft -Ibf) Fat Sin le P Adhesive Set Syste ms The Profile Tile Application Minimum Attachment Resistance Pol Prop" Plantation Tile Pol ProTm 40.4 4 Lame paddy p!acement of 45 gratm of Pol ProTm. 5 Medium paddy placement of 24 grams of PolyPro7m. Table 7: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Mortar Set Systems -7 Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear.the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved ". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "E", Entegra "E ", where the E is a stylized logo. 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. 7. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL NOA No.; 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE NOA No.: 10- 1202.01 Expiration Date: 12M5 Approval Date: 12/30/10 Page 5 of 5 MIAM � MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov /sera 3M Company 3M Center Building 0220 -05 -E -06 St. Paul, MN. 55144 -1000 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 ly with the Florida Building Code of the Florida Building DESCRIPTION: 3Krm 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufactur a or logo, city, state and following statement: "Miami -Dade County Product Control Approved,�l�s erwise noted herein. RENEWAL o is s e 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. ell"I'll , NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 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 calculation§ 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 Product Descriation Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A 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: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.61bs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFe 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 Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 01/16/95 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 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. 3MTM 2- Component Foam Roof Tile Adhesive AE-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 3MTM 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 file adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IF, W I" F._.12/. MS 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 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). The dispense timer shall beset 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 ProPackO 30 & 100 dispensing equipment only. 7. 3MTm 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 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. 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/ an N/A Flat, Low, High Profiles 1 #2 24 N/A Flat, Low, High Profiles 1 #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 4 of 7 i 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. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY W Rough Phi mle'd W) U11d8tI8y111Wf! a 1 EMCOM o Fas* EflYa ��09afa Keg hm Wa panenseoraztllesara /\ idrehffiwralhm. Ea dove wmhob Fu* (a) V gocdans Nam 90* 0afc cement 111,� I , Fowgraft caboamw edpeciffle NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nap through plastic cement pa* (BU" THO) Nag through pkft cement pa" (BOMM Too) UndedWinent umawyment 7 In. tin. T I wV2 h EMCOOM Fascia Fucla % Wn*b Em Cmm Eave closure Eave Closure Dfip edge ........... NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 APPROYED Page 6 of 7 ` e � Nail through plastic cement e I Single paddy , 91->41 In. under fle i x 31n. Single paddy on 2 in 4 In. under• ° laymen ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nall through plastic ce (between so) \ Underlayment Paddy (under fife) keys cause Single paddy in. X 7In. medium on top of file size paddy aye Facia course only Nag through plastic cement r In. x 3 im 4 Single /paddy on undedavment 2 Single paddy on top of tge Ease S 4n x3ln. single 4 in. N 2 hL paddy ce under• layment Shale ply on top of die Ears counm � Single paddy between ttie EareGlosure 2�In. x,7In. medium h paddy save course only END OF THIS ACCEPTANCE Single paddy under the Single paddy between go 2 In. x 7In. medium size paddy aye course only /` Fascia 1, St Imle aye closure Drip edge NOA No.: 12 -0228.18 Expiration Date: 05 /10/17 Approval Date: 05 /10/12 Page 7 of 7 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION .HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FANIILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 ..W-D t Re: Owner's Name V C Property Address /ill 1 A) C QT Roofmg Permit Number Dear Building Official: I��L Y�,��' certify that I am not required to retrofit the roof to wall connections of my balding beca e: NThe just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. LJThe building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). - \\112 Sig�nns e o Properly Owner V `� Cru1Prx GAW(el Print Name STATE OF FLORIDA COUNTY OF MIAMI -DARE Sworn to and subscribed before me this q day of nod , (SEAL) 5R: COMIMIS810N EE188673 EXPIRES May 15.2016 Personally known or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C: = and SaapWcAmy DocnnmAa%wdsdcsGmV�2VRwft Affldavh Cowuaaox92607FAW *.doc . 1 : i ®= OWNER'S NOTIFICATION FORM SECTION 1524 HIGH VELOCITY HURRICANE ZONE — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designed space indicates that the item has been explained. EN1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants and adjacent units of roofing work to be performed. .I 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 its appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. U6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. ED7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's /Agent's Signatur I DateJ T Contractor's Signature:. Permit Number: Property Address: /0� V 6 #0 9'U IC C..3 12a01-19712M Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOVEMBER 13, 2013 Permit No: RF13 -2521 Building Critigue Review 1. SPECIFIED THE TILE COLOR. 2. UL SYSTEM PROVIDED SPECIFIES THE BASE SHEET TO BE FULLY ADHERED OVER THE WOOD DECK, ACCORDING TO THE INFORMATION PROVIDED ON SECTION C THE BASE SHEET WILL BE MECHANICALLY FASTEN TO THE WOOD DECK. BASE SHEET MAY NOT BE FULLY ADHERED TO THE WOOD DECK. PLEASE PROVIDED UL SYSTEM FOR A MECHANICALLY FASTEN BASE SHEET. 3. PROPOSE RUBEROID 20 IS NOT PART OF THE N.O.A. PROVIDED. Ismael Naranjo Building Official Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page.