The URL can be used to link to this page

RF-10-1700Inspection Number: INSP - 151615 Permit Number: RF -9 -10 -1700 Scheduled Inspection Date: December 01, 2010 Inspector: Bruhn, Norman Owner: WALSH, PETER & FRANCES Job Address: 504 NE 101 Street Project: <NONE> Miami Shores, FL 33138- Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments RE -ROOF BUILT UP CAPSHEET GAF AND INSTEAD TILE ROOF SYSTEM MANUFACTURE MORIER VANGUARD ROOL COLOR THROUGH. Passed Failed Correction Needed Re- Inspection Fee November 30, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060171190 Phone: 305 - 757 -2612 Page 18 of 32 RE: Permit # R r 9- l 0 - n OO 1 You() axteta.., (Print name and circle License Type) License #: CCG' 0130(0 On or about State of Florida County of Dade: Notary Public, Sate of Florida at Large Miami Sieftee Village 2, 10050 NE 2 Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT , licensed as a (n) Contra FS 468 Building Inspector DATE: h l a e (10 r / Engineer / Architect, ( , a a. , I did personally inspect the roof deck nailing and /or (D to & ti e) secondary water barrier work at cC24 NC / vT , S+reef (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 09 day of D/ 4:1 D. Hart ApR. 02, 2011:1 mesa Mt MANTIC BONIVIto CO„ *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: o eEts . FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB DHT INNOVATION.INgW M1ON R duk Suhmitted By: // ro Vinayagar M. Balakrishnan V, P .E. State of Florida Lic # 63107 TEST RESULTS P = PASS, F'= FAIL • FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION N1.9. 2 0 91 �tO E e f `. , 'W'4 / 4 wner's ame : 11 1US?�/ , r ' Permit - it' /7 Install Date: //- 7-- ,® M'&71 * f " D'1 Ap rox. Height /? Floor: / Scaffolds: Ladder: Slope: 3 ; /2 Test date • /1- 3 9 —le i 6110 Req. Force: 35 lbs. T e s t i n g E q u i p m e n t : F.G.E. 100X.Shim I n s I I ent 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Fiqf 21 22 23 24 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 !iUptift Paul Test (P or F) SED 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Job Address: i'O dl dKI 00/40* v L Contractor. Other. Sketch of Roof (4.1 7:, `yM I�Ati IrailFFIMISMITUrm raw ►- ►��.�� .•ammuni1 v 1 ti Notes BUILD Ga> PERMIT APLICATION FBC 2004 Permit Type (circle): Building / Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) f'I t! R.-4er 10 61-6 Phone # Owner's Address 1 1 /U C to, , City /j /&4i £hbte, state Zip 3 5 1 3,E Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade C/A ;6 /1 9 v FOLIO / PARCEL # Is Building Historically Designated YES NO a/ Contractor's Company Name eh etc..- 4- I 0 Phone ( ) 7s 7 (e Contractor's Address `6 4J 4 .5 r Cit 146A-e1 (S 5 State Zip Qualifier Name ',4/1.4 cs p Q O" bwe" Phone # State Certificate or Registration Nce CQ -c o 1 3 6 Certificate of Competency No. Architect/Engineer's Name (if app Value of Work For this Permit $ Type of Work: ['Add' Describe Work: Submittal Fee $ Notary $ Scanning $ n ❑Alteration 14A a Permit Fee $ Training/Education Fee $ Radon $ Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 le) S Phone # MO Ali * *** *F Square / Linear Footage Of Work: 5 D 0 0, Fr ❑New -- DPBR $ CCF Zip Total Fee Now Due $ Master Permit No. ❑ Repair/Replace - -Fr i'_ Permit No. 1 l l 56) 7676 * * * * * * * ** * * * * * ** * * * * * * * * * * * * * * * * * * ** * * * * ** CO /CC Technology Fee $ Zoning $ Double Fee $ See Reverse side -* ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ,State Zip Application is hereby made to obtain a pe it °.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, BOILEK HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w e approved and a reinspection fee will be charged. Signa The forego day of Owner or Agent trument was aceowledged b / r n e me thi 24th , by I . who is personally known to me or who has produced who is personally knownwho has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission'Expir APPLICATION APPROVED BY: (Revised 02/08/06) may rivs - 9'°"szE %il is r,,xiim 9 t). Y " 4 Commission # DD867S59 Expires: PPa/ Plans Examiner Engineer Zoning Signatur NOTARY PUBLIC: Contractor The fore oing instrument was acknowledged before me this day of C 20 /',by (.7/4 fit -D ®6 vce Sign: C am _ { Print: r+`t` 1C e--/rl r 4 b -fir 14/®TARy PV& -b'1 t � OLIA My Commission Expiry "%. CM.;,,. Ine A. Dtif ft % 1 t DD85784i ATIANICHIADDS 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Llmitations 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 Ro • 1 • Oj. deratIons zevo n 7, An Re ul d Roof r sun maiciduipmentati n Roof System Required Sections of the Permit Application Fenn Attachments Required Se. List Below Low Slope Application A.B.0 1,2.3.4.5.6.7 Prescriptive BUR-RAS 150 A.B.0 4.6.6.7 halfic Shingles A.B.D 1 2 4 5 6 7 nc e or I Tile ABDE 2 3 4 5 8 7 Metal Roofs A.B.D 1 2 3 4 6 6 7 Wood Shinates and Shakes A.B.D 1 Other As Applicable 1 2 3 4 6 6 7 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edi i ii - Ira007 Miami Shores Village High-Velocky Hurricane Zone Uniform Penn FLORIDA BUILDING CODE — BUILDING INSTRUCTION PA COMPLETE THE NECESSARY THE UNIFORM ROOFING APPUCATION FORM AND REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED Roof System Manufacturer: /A 6, Notice of Acceptance Number51 72401 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations P1: 111 P2: /6..0 P3: 24.3 Maximum Design Pressure (From the Product Approval Specific System): r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ER,f Slope: :12 Ridge Ventilation? FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. ,Spr_tinn n (Steep Slnpede,pf System) Steep Slnperl Roof System neccrirtion \\ eck T yp e: I 6...x.5 CI c ?ki t, 1 \ \\ype Underlayment: L 2 L X 30 'J2 z24 \ Insulation: r A \ Fire Barrier: I A y Fastener Type & Spacing: 1 Adhesive Type: � p e of p T Cap Sheet: °-b q D l 19 2.0 Mean Roof Height: t t 1 Roof Covering: I R e cr . (L - �k o-- \ Type & Size Drip Edge: IAA f7 = raj Product Approval F rm Where to Obtain Infoation Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based ASCE 7 Mean Roof Height H on Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity M 3 Product Approval Attachment Resisronoe M Product Approval Required Moment Resistance M g Calculated Minimum Attachment Resistance r Product Approval Required Uplift Resistance Fr Calculated Average Tile Weigle W Brodu t Amwoval Tile Dimension L. length W e width Product Approval All calculadons oast be submitted to the building official at the time of permit application. Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Ser_tInn F (Tile Calculatinnc) For Moment based rile systems, choose either Method 1 or 2. Compare the values for M with the values from Mr. U the Mf values are greater than or equal to the M values, for each area of the roof• then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: Ys./ x2 f'� = 1'f• Mg: Sc• ®� m G 'a 7 ,. Mrl Product APlsoval Mr 3�'' 7 (P2: ri x11 •3 e G f - Mg: a `,), = M,2/'' -C -C-4 P1�t'a1 Mr Product A 3f- � Z 0. • d x Il • 3 , 3 7 ) - Mg: Mr3 °' 3 Z Product Approval M f 3f' 7 Required Moment of R "'Must be used in conjunction with a list of moment based tile systems he syste endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the valves 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 the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127• (P x L x w: _ ) - W x cos g = Fri Product Approval F (P2: x L x w: = ) - W: x cos B = F Product Approval F (P : x xw := ) -W. FLORIDA BUILDING CODE — BUILDING Method 2 "Simplifted Tile Calculations Per Table Below" ROOF ASSEMBUES AND ROOFTOP STRUCTURES '" --• - ____ _--_• ••• "-roam Approval Mr M, re uired Moment Resistance' Mean Roof Height —' Roof Slope 1 16' 20' 25' 30' 40' 2:12 34.4 38 8 362 39 7 322 34 4 36 0 37_4 42.2 4:12 38.4 322 _ _ 33.8 35-1 39_B 5:12 28.4 30_1 31_6 32 9 37.3 6:12 264 28 0 29_4 30 14 9 7:12 24.4 26.9 27.1 B 28.2 12.4 30.0 Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Ser_tInn F (Tile Calculatinnc) For Moment based rile systems, choose either Method 1 or 2. Compare the values for M with the values from Mr. U the Mf values are greater than or equal to the M values, for each area of the roof• then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: Ys./ x2 f'� = 1'f• Mg: Sc• ®� m G 'a 7 ,. Mrl Product APlsoval Mr 3�'' 7 (P2: ri x11 •3 e G f - Mg: a `,), = M,2/'' -C -C-4 P1�t'a1 Mr Product A 3f- � Z 0. • d x Il • 3 , 3 7 ) - Mg: Mr3 °' 3 Z Product Approval M f 3f' 7 Required Moment of R "'Must be used in conjunction with a list of moment based tile systems he syste endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the valves 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 the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127• (P x L x w: _ ) - W x cos g = Fri Product Approval F (P2: x L x w: = ) - W: x cos B = F Product Approval F (P : x xw := ) -W. FLORIDA BUILDING CODE — BUILDING Method 2 "Simplifted Tile Calculations Per Table Below" ROOF ASSEMBUES AND ROOFTOP STRUCTURES M IA M I�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLOR. JA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 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 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 consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Aceb NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Cateeorv: Sub - Category: Material: SCOPE: This new NOA approves a system using MonierLifetile Barcelona 900 Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION: Manufact by Test Applicant Dimensions Specifications MonierLifetile LLC 1= 17" TAS 112 Barcelona 900 w = 13" i2" thick Trim Pieces SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Roofing High Profile Roofing Tiles Concrete 1= varies w = varies varying thickness TAS 112 Test Identifier 7161 -03 Appendix 11 7161 -03 Appendix 11 PO402 Letter Dated Aug. 1, 1994 P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 Product Description High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, Boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108(Nail -On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail-On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Physical Properties Feb. 1995 PA 112 PA 101 (Adhesive Set) June 1996 PA 101 (Mortar Set) July 1996 NOA No.: 07 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 6 ' Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers LIMITATIONS: Test Identifier 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Test Name/Report Date Static Uplift Testing June 1996 PA 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing June 1996 PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Dec. 1998 March 1999 March 1999 April 1999 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 March 1995 25 -7094 February 1996 25 -7496 April 1996 25 -7584 December 1996 25- 7804b -8 25 -7804-4 & 5 25-7848-6 Restoring Moments Due to February 2007 Gravity TAS 112 January 2007 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7:78 6.79 7.61 6.61 7.40 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A. (ft Tile X. (ft X (ft3) Profile Batten Application Direct Deck Application MonierLifetile Barcelona 900 0.289 0.313 NOA No.: 07 -0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment M, (ft-lbf) for Two Patty Adhesive Set Systems • Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M, (ft -ibf) . for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monierlifetile Barcelona 900 Polyfoam PolyProTM' 66.5' Polyfoam PolyProTM 38.7 3 Large paddy placement of 63grams of PolyPro 4 Medium paddy placement of 24grams of PolyProm. Table 5B: Attachment Resistance Expressed as a Moment - M,(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Barcelona 900 Mortar Set' 24.5' 5. Tile -rite Roof Tile Mortar LABELING: All tiles shall bear the imprint or identifiable rnarking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 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.: 07- 0220.04 Expiration Date: 0026/12 Approval Date: 04/26/07 Page 5 of 6 NAIL HOLES PROFILE DRAWING END OF THIS ACCEPTANCE MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TILE NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 6 ja 1 1 BUILDING PERMIT APPLICATION FBC 2004 Roofing % d Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) Owner's Address City Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Vill FOLIO / PARCEL # Is Building Historically Designated YES �ItAILiTI" City itti AlDreS State \ pita Db Contractor's Company Name Contractor's Address Qualifier Name Value of Work For this Permit $ State Certificate or Registration No: 0 0 Le.. Certificate of Competency No. eee o, ® 4, Architect/Engineer's Name (if applicable) Type of Work: []Addition ❑Alteration Describe Work: Submittal Fee $ te r ' Notary $ Scanning $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 17' 1 Permit Fee $ 564 or lDISfT County Miami -Dade Zi 2 b ` 0 17 , J NO 1 ❑New T - ing/Education Fee $ Radon $ DPBR $ Master Permit No. Phone # Zip Phone # 6 Mechanical 3 : MUMEVEn ,) SEV z 4 101[ Permit No. a 10 °` 11 Phone # qO3 1.f 7_4" if a Zip )..e3A Phone # Phone # CCF $ 7e2, Square / Linear Footage Of Work: Jos el Re air/Replace ❑ Demolition CO /CC Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ � k See Reverse side -3 -- Technology Fee $ Zoning $ 4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign: Print My Commission Expires: (Revised 02/08/06) Owner or Agent The foregoing instrument was acknowled, day of 20 `b , by ed before me this 411. whom orially known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 9. Hat r fE:. paga: 111. 2013 Doom ca �Y4 ** * &�tr�tr9e4 *** �.: - a * * * **** e , Y, Y& 3c4r�Y3r�Y9 ** **4e�Y�Y,t4ntzY�4�Y4e** APPLICATION APPROVED BY: 1- The fo day o Signature Contractor going instrument was acknowledged before mee 1S ' ? 2oli_ , by � � O -C. t who personally known to me or who has produced °" : as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: G'1'A`l 1�. d�' 1` Sand►a �� . q Commission #D t , My Commission Expires: * * * * * * * * * ** * SEEM Plans Examiner Engineer Zoning THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTAN DING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE DATE (MM/DD/YYYY) POUCY EXPIRATION DATE (MMIDD/YYYY) LIMITS A GEN ERAL UABIUTY COMMERCIAL GENERAL LIABILITY FbMGA001533 6/1/2010 6/1/2011 EACH OCCURRENCE $ 1,000,000 X PREMISES SES (Ea $ 50,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ EXCLUDED X Per Project w/ prior PERSONAL & ADV INJURY $ 1,000,000 $ 2,000,000 written contract GENERAL AGGREGATE GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY X PF LOC AUT OMOBILE LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GA RAGE LABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXC ESS / UMBRELLA UABIUTY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ B WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER OFFICER/MEMBER (Mandatory If yes, describe SPECIAL COMPENSATION LIABILITY 83036966 10/6/2009 10/6/2010 x WC STATU- ER TORY LIMITS ER EL EACH ACCIDENT $ 100, 000 /EXECUTIVE EXCLUDED? E.LDISEASE - EAEMPLOYEE $ 100,000 lnNH) under PROVISIONS below E.L DISEASE - POLICY LIMIT $ 500, 000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS • City of Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33153 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REP TATIVES. AUTHORIZED TEN1 r- i -A tf ACO U CERTIFICATE OF LIABILITY INSURANCE PRODUCER (954)943 -5050 FAX: (954)942 -6310 Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. O. Box 1927 Pompano Beach FL 33061 INSURED Obenour Roofing Sheet Metal & Supply Co 159 NE 97th Street Miami Shores FL 33138 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE INSURER A. First Mercury Insurance Co INSURER B: Bridgef field Employers Ins Co INSURER C: INSURER D: INSURER E: DATE (MM/DD/YYYY) 5/27/2010 NAIC # 10701 COVERAGES E HOLDER ACORD 25 (2009/01) INS025 (200901) CANCELLATION The ACORD name and logo are registered marks of ACORD •/Ji 988 -2809 O CSI ORATION. All rights reserved. IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2009/01) 1NS025 (200901 ) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO 1 1 -a 3 orI qv 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/ad 2. Description of improvement: 9. Expiration date of this Notice of Commencement: ey � G dividually, o_r ❑ as 129.0142 PAGE 9 11/Er 504tom...OSI 3.Owner(s) name and address: . , .� . r., _ t • _ - _ Interest In property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. 1 OF 47 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following,.person(s) to receivee copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: (tile expiration date is 1 year from the date of recording unless a different date Is specified) ED IMPROPER PAYMENTS NU DER C MADE E HAPTER 713, PART I, SECTION 713.13. 3 THE FLORIDA STATUTES, AND CAN RESULT LT IN YOU PAYING TWICE IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSpLT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Sign s) of O er s) or er(s)' Authorized Officer/Director/Partner/Ma t 411 r By Print Name C� Pty wzL S Print Name Title/Offlce Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing nstriment wa ac ow edged before me this 24 . day of for � s ❑ Personally known, or ❑ produced the following type of identiflca Signature of Notary Public: Print Name: (SEAL) n: e HMV A •, 3Y ■ 1 111111111! Mil II III I1l1 I UM 11111111 CFH 201000657853 OR Bk 27435 • Ps 4572;. (110s) HAR RUVIN, CLERK OF COURT I1MAl1I - DUDE (AUNTY. FLORIDA LAST PAGE E r!'+ E OF FLORPA COUNTY CF. DA F }.'.210 CERTIFY is ,e � J :}° 7 {i;a � Fri ��' �� I lid. ill YP!( Yy,y . 9 F iR t if G ;; rtf Ccu is D.C. " Pap S. 14 ON PURSUANT TO SECTION 92.625. FLORIDA STATUTES ./ 410 S@ � S°( VERIFICATION Underpt}naities'of perjury, I declare that I have read the foregoing and VVItty. 4- 00 that facts stated In it are true, to the best of my knowledge and belief. Signature(i) of owner(s) or Owner(s)'s Authorized Offlcer/Dlrector/Partner/Manager who signed above: • By By Space above reserved for use of reaorutt:a aurae a J J'I�CX et . o c dk .5r ; evAilvd Owner's Notification Form 07 "Delivery Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the 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 stantis of the industry for roofing system installations. Additionally, the following items should 12e esseiltas part of the : • agreement between the owner and the contractor. The owner's initial in the s ce • ;ages tha'Cth'c* item has been explained. : •••) ? • • • 1. Aesthetics - workmanship: The workmanship provisions of Chapter Zone) are for the purpose of providing that the roofing system meets the win performance standards. Aesthetics (appearance) are not a consideration with Aesthetic issues such as color or architectural appearance, that are not part o as part of the agreement between the owner and the contractor. •• • '► • • • elo ityifurrisais. • a �fitrusi M • x m P provisions. , sllg4 Jae adelresaed • • •... • • • 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may Piave 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 roofmg 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. E 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. Et 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in erior 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: � � � Date: / Contractor's Signature: Property Address: Permit Number: (9 3 Signature ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTIN To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Roofing Permit Number: State of Florida County of Dade Notary Public, Sate of Florida at Large ' When the just valuation of the structure for purpose of ad valor M .5.4oae4'ij&4 e Weelf Vetantmsrear 10050 NE 2nd Ave *Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES: ••• •• • PERSUANT TO SECTION 553.844 F.S. ° (Au \thi 9Dtt 1)5.. slifed-- Date: • • • • • V4,4-,e) \job GI Print Name • ••••:• •• • • •••• • • •• • • • • -- • • .•• • • • • •• •. • • ••• • • • • •• •• • •• • • • • • • • • •• •• •• • • • • • • •. • • Dear Building Official: I Pe` td C G l certify that I am not required to retrofit the roof to wall connections of my building because: KThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. n f Sworn to and subscribed before me this ,% day of 1 l� Sandra D. Hart CeunmIstion #DDS taxation is equal to or more than $300.MMISMARTLIOMMINNakt :r;,Istructed with -:BC nor a 1994 SFBC. Then you must.provide a building application frorn a General Contractor for the Roof to Wall connection Hurricane Mitigation. • • • • • • • • • Primary Zone: 1200 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,654 Lot Size: 13,225 SQ FT Year Built: 1939 $50,000/ $302,684 MIAMI SHORES SEC 4 City: AMD PB 15-14 LOT 5 L L Legal LESS E35FT & ALL e aiptian: LOTS 6 & 7 BLK 95 LOT SIZE 115.000 X 115 OR 20165 -1518 0802 1 OR 20615- 1518 0802 00 Year: 2010 2009 504 NE 101 ST Applied Applied Taxing Authority Exemption/ Taxable Exemption/ Taxable 504 NE 101 ST MIAMI Value: Value: Regional: $50,000/ $302,684 $50,000/ $293,412 County $50,000/ $302,684 $50,000/ $293,412 City: $302,684 $302,684 $50,000/ $293,412 School Board: $25,000/ $327,684 $25,000/ $318,412 Folio No.: 11- 3206 -0 -1190 Property: 504 NE 101 ST Mailing PETER WALSH &W Address: FRANCES 504 NE 101 ST MIAMI SHORES FL 33138-2451 ear. 2010 2009 EIMEn=11 $208,046 EIEMMIMMEEZHEIMik.h $25 000 UTIMMIM 2010 2009 • . $25,000 $25 000 Miami -bade My j-!o rniarnidade. - o. Show Me: Property Information Search By: Select Item 1 yr • My Home EI Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison a Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Aerial Photography - 2009 • ) r My Home 1 Property Information !Property Taxes 1 My Neighborhood !property Appraiser ,Home 1 Uslna Our Site 1 phone Directory 1 Privacy 1 Disclaimer 0 112 ft If 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. Page 1 of 2 • • • •• • Lp §Agd • • •••• • • Property • • • Boundary • • • • •Selected Papally • • • • • • • �treet • • Highway • • • •I II9mi -Dad: • • • •0 ounty Water B S http: / /gisims2. miamidade .gov /myhome /propmap.asp 9/9/2010 •• • � • • • 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 Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,6,6,7 4,6,6,7 Prescriptive BUR -RAS 160 A,B,C Asphaltic Shingles A,B,D 1,2,4,6,6,7 1,2,3,4,6,6,7 1,2,3,4,6,6,7 Concrete or Clay Tile A,B,D,E Metal Roofs A,B,D Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 1,2,3,4,6,6,7 Other As Applicable SECTION 4402.14 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 FLORIDA BUILDING CODE — BUILDING 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; ATTACHMENTS REQUIRED: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • ••••• . •• • •••• • • •••• •••4•• • •• • • • . • ••• •• • • • ••• •• •• • • • • • • • • •• ••• • 1 • •••• ••• 1 • •••• ••• 1 • • • • • ••• 11• •••• • • •••• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FLORID ❑ New Roof Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Spr_tinn A g eneral Infnrmatinn) Master Permit No. Process No. Contractor's Name ' A 5 Job Address - �o / 49/ 56et if 'Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel /Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE )(Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION -••• • • • - • • • • • • •• •• • • • •• •• •••• Wood Shirigles bak • s I • LS Ls s Woi4i 1 Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 06 2 7 Section R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Total (SF) 3o.6 BUILDING CODE — BUILDING ZONING DEPT BLDG DEPT 1111111111111MIR 4/ ; SUBJECT TO COMPLIANCE WITH ALL STATE AND COUNTY RULES AND RPM DATE I_ATIDNS 9 • .. • • • • • 1• • • • Section C (Low Slope Application) Fill In specific roof assembly c omponents and identify manufacturer (If a component is not used, Identify as "NA ") System Manufacturer: Product Approval No.: 07- 00. / Design Wind Pressures, From RAS 128 or Calculations: Pmax1: < Pmax2: / ;t 3 Pmax3 :l3f t Max. Design Pressure, from the specific Product Approval system: Deck: Type: Gauge/Thickness: Slope: Insulation Base Layer. a� a� Anchor/Base Sheet Fastener/Bonding Material: Anchor/Base Sheet & No. of Ply(s): Base Insulation Size and Thickness: A//A- Base Insulation FastenerBonding/Material: Top Insulation Layer: ' Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): ioordes Bas Sheet I ly�teri;l: PIy Sheet(s) & No. of Ply(s): f- * 6' Ply Sheet Fas ner /Bo} pA te�i�l: Top Ply: !i/ w0✓�� « i 9 Q , .S0fr Top PIy Fastener/Bonding Material: FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Penult Application Form. Surfacing: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1) Pf •••• • Fasj ner Spacing fplr Anch a n y heat AtPdLfiment: • Field: 6 "oc @ Lap, # Rotoftf @ fr • • • Perimeter 6 " oc @ Lap, ?Oaks . d .oc • • •••• • •• ••• • • Comer: "oc @ Lap, #Ft01M3 @ d" c ••• •• •a •••• ••• • Number of Fasteners r Board: Field erlmeter • . • • • er •. • •m_� • • •••• 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 zoz /7,144- pa. ef //�� U • FT Parapet Heigh_ Mean Roof Height •••.l►• ••••s• •• •••• yr • • • Roof System a ufacture • '�. • • •• • • • • • • ••• • ■ .. Notice of Acceptance Number: • ••�� • •• •• • Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): • P • 1: a P2: j P3: „.)7 „.)7 f • •• • • • •••• •••• Maximum Design Pressure (From the Product _ppr al Specific System): . ••• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. • • 1 - - • • • - • : • • • • Ridge V ntilation? Steep Sloped Roof System D se riptinn \ Deck Type: Mean Roof Height: if aitg 1 (4, 4 1 ' Type Underlayment: "r'fi A 224' 4 Insulation: Fire Barrier: dr/ Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Type & Size Drip Edge: Mf b Roof Covering: , (f i �� VitIvaei A/I ►Nog 1 241C 241 • • • • • • • • • • • • •• • • • • ••••.• • • • • • • • Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M Calculated Minimum Aparhmrm Resistance r Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. M required Moment Resistance* • • • • • Mean Roof Height -• Roof Slope ,,, 15' 20' 26' 30' ••• • 40' ••• 2 :12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Sr rtinn F (Tile Calculatinns} For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Ml. If the Mf values are greater tfian or • equal to the M values, for each area of the roof, then the tile attachttent method is acceptable. • • • • • • • • •• • (P1: x L FLORIDA BUILDING CODE - BUILDING rq od 1 " t Based Tile Calculations P )- Mg: // °� (P2: • x?Le - Mg: fY ° � k ° 2.- 2 t 2- -M 4' =Mrt -� =M, V Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared 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 tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" x w: = - W: x cos 0 = F Product Approval F' (P2: x L = x w: = - W: x cos 8 = Product Approval F' x = -W: x cos 0 =F ROOF ASSEMBLIES AND ROOFTOP STRUCTURES RAS 127" Product Approval M` Product Approval Mr • ® �fi�rr N Product Approval Mf ye• • • • •• •• • • • • • Product Approval F • • • • • • •••• • •• • • • • • •• •••• • •••• • • • • • ••••r• ••••r• • ••• • ••• ••••e• • ••• • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier. LifetMe, LLC 135 NW 20`" Street Boca Raton, FL 33431 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX QQy 375 -2908 • • •••• • •• • • • •••• • • • ▪ • ▪ • •• • •••• • • •••• •• • • • • • • •• This NOA is being issued under the applicable rules and regulations governing the use ofcottcfructioataaterials. The documentation submitted has been reviewed by Miami -Dade County Product Contre•Divigion and aecepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and otherareas Where :4104a by the Authority Having Jurisdiction (AHJ). • • • • • • •• • • •••• • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product CoWo1 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri 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 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 consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 •• • • • • • •• ROOFING ASSEMBLY APPROVAL Category: Roofmg Sub - Category: Low Profile Roofing Tiles Material: Concrete 1. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1= 161/2" PA 112 Villa & Roll w = 13" W thick Monier Lifeitile LLC Capri Tile Trim Pieces Test Agency Redland Technologies Redland Technologies Redland Technologies SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Corzdlrtrd'dtoof �ile,'as manufactured Monier Lifetile LLC and described in Section 2 of this Notice dfMceptance.. ..tor locations where the pressure requirements, as determined by applicable Buillin €ode 4q:s.not exceed the design pressure values obtained by calculations in compliance witb.$.S,127 using the values listed in section 4 herein. The attachment calculations shall be dond as'a nnomeat based system. • • • • • • •• • •••••• The Center for Applied Engineering, Inc. The Center for Applied Ent. g, Inc. L= 17" W= 12' / %z" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Identifier 7161 -03 Appendix III 7161 -03 Appendix 11 PO402 94 -060B 94-084 PA 112 PA 112 • • • • • .. • .... • • .... • .. • • • .... • Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 • .' • • • • • • • Test Agency Redland Technologies Redland Technologies Professional Service Industries, 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. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker.Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Renort Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) ; • • • Physical Properties •' • PA 112 Static Uplift Testing • • • PA 102 • • •••• (4" Headlap, Nails, Direct Deck • New Construction)0 • • . • • Static Uplift Testing • PA 102 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers • (4" Headlap, Nails, Battens; Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 Two Patty Adhesive Set System Date July 1994 Aug 1994„ •••• Septa . Oct..1,994, •• • • • •••• • • Oct. 199'1 • • • • .. Oct. • ..•• 5 998.' Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft -lbf) Tile Profile Monier Lifetile Villa, Roll, and Capri Tile 3 ":12" Battens Direct Deck 4 ":12" Battens Direct Deck 5 ":12" Battens Direct Deck 6 ":12" Battens Direct Deck 7 ":12" greater Battens or Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be perfgrtnei 3n accordance with RAS 106. •••• • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Lab'orafory to perForm • • quarterly test in accordance with TAS 112, appendix `A'. Such testing sMia submitt91 to the Building Code Compliance Office for review. um underla "" 3.4 Minim yment shall be in compliance with the applicable RQOgng AppGcitivns Standards listed section 4.1 herein. :••• • 3.5 30/90 hot mopped underlayment applications may be installed perpendioularto the roafstope • unless stated otherwise by the underlayment material manufacturers pubjished literature. • • 3.6 This acceptance is for wood deck applications. Minimum deck requtremen'ts shall. be:in • compliance with applicable building code. ' . . • 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • ... • • • •••• Table 2: Aerodynamic Multipliers - ft 3 ) Tile Profile Monier Lifetile Villa, Roll and Capri Tile (ft Batten Application 0.267 1 X, (ft Direct Deck Application 0.289 NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 4 of 7 • • -••••w - v• AILLOUrnnranz rcesfstant a Expressed as a Moment - Mf (ft for Nail -On Systems -ibf) Fastener Type Direct Deck (min 15/32" plywood) 1 Direct Deck (min. 19/32" yw ). .. plywood) • • Battens "" • • • • • • • • • • • 1 2 -10d Ring Shank Nails 27.8 • • • • • • •••.. . • 28.8 • 1 1 -10d Smooth or Screw Shank Nail 8.8 11 .8 11.8 .... 2 -10d Smooth or Screw Shank Nails 16.4 21.9 • • • • •• •• • • 7.1 :••• •••• 1 #8 Screw 1 •. 2 #8 Screw 47.1 47.1 _••••• 1-10d Smo or Screw Shank Nail (Field Clip) 24.3 24.3 • �•• • • • • 24.2 "" •••• 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1••• • 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 1 43.0 67.5 60.9 Kith a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Installation The Profile Monier Lifetil Villa, Roll, an Capri Tile • Table 5: Attachment Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Profile Minimum Attachment Resistance Monier Lifetiie Villa, Roll, and Capri Tile Adhesive 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 26.1' Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Villa, Roll, and Capri Tile 4 Large paddy placement of 54grams of PolyProTM". 5 Medium paddy placement of 24grams of PolyProTM". Polyfoam PolyProTM' Polyfoam PolyProTM Minimum Attachment Resistance 86.61 45.5' NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table 5B: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Mortar Set Systems Tile Profile Monier Ufetlle Villa, Roll, and Capri Tile Tile Application Mortar Set' Attachment Resistance •••• .20.60 • • • .••. . • • .• • • • 5. LABELING 6. BUILDING PERMIT REQUIREMENTS .... • . • • All tiles shall bear the imprint or identifiable marking of the manufacturer's name or Tor or • following statement: "Miami -Dade County Product Control Approved ". • • • , , • • • • • •. • 6.1 Application for building permit shall be accompanied by copies of tI ,e following: , • 6.1.1 This Notice of Acceptance. • • • • • 6.1.2 Any other documents required by the Building Official or applicable builaieg• • code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE • • NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 6 of 7 • • • • • • • • • 16 -1/2" 11 13" MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE ••. • • • • • • • • •• • • .• • • • • • .. •. • • • • ••.. . • • • • . •. • • . • • • • • •• • • •••• • • ••. • NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 7 of 7 • • • • • • • • • •••• • • • • MIA M I DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: • This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 831030 -1563 (305) 375 -2901, FAX r306)•3j5 -2908 • • • •• • • • • ••. • • • • •• • • •• • • • • • •• •• •• •••• •••• • This NOA is being issued under the applicable rules and regulations governing the use ofprinction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Cote ancCEuxdtct Review Committee to be used in Miami Dade County and other areas where allowed by tie Authority Having • Jurisdiction (AHJ). • • • . • • This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY Category: Sub Category: Materials: PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro&1 AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content APPROVAL: Roofing Roof tile adhesive Polyurethane N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results •••• • • • • • .•••• • • • •. • A SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as desoibetl in Se3ibj► 2 • of this Notice of Acceptance. For the locations where the design pressure requirements,Vedetermitfed1V applicable building code, does not exceed the design pressure values obtained by calcu'1'a ion: in : •• compliance with Roofing Application Standard RAS 127, for use with approved flat, for rand high • profile roof tiles system using Polypro® AH 160. Where the attachment calculations ate dont as a • • moment based system for single patty placement, and as an uplift based system for double patty sy efh %" •• • 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 Polypro AH160 roof tile adhesive. 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% 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.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Akenc_y Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Test Identifier Test Name/Report #94 -060 TAS 101 257818 -1PA TAS 101 25- 7438 -3 SSTD 11 -93 25 -7438-4 25- 7438 -7 SSTD 11 -93 25 -7492 SSTD 11 -93 NB -589 -631 ASTM D 1623 9637 -92 01 -6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 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 Polypro(1 AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. Date ••• ,•.04/08/94•• ' 12/16196 ". • 10/25/g: •••• .. • •....•11/02:95,.• 12/12/9S... •.• •.'02/01149. • .. • • ,•,04/30/93 • • • .• • .•.• • • 11/16/9 01/16/95 03/14/96 10/23/98 12/28/98 • 03/02/99 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. w F'= 2 " MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 • • • • • • • • • • .• • • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. •••• 2. Polypro® AH 160 shall be applied in compliance with the Component Application srtion an•� t • corresponding Placement Details noted herein. The roof tile assembly's adhesive attaehmentwjtt• • the use of Polypro® AH160 shall provide sufficient attachment resistance, expre3sbj1•& an uplift• • based system, to meet or exceed the uplift resistance determined in compliance M& Miami -Dadd County Roofing Application Standards RAS 127. The adhesive attachment data is hol ofi ed in tiedro tile assembly NOA " • • •••• 3. Polypro® AH160 roof tile adhesive and its components shall be installed in acc9Apkt with, •;. Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro100 Operating Instruction and Maintenance Booklet. • • • • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and lieen sed by Poryyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators ttt'the authotity • • having jurisdiction. •••• 5. Calibration of the Foampro® 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 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® A11160 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 Polypro® AH160 has been dispensed. 9. Polypro® AI-1160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 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.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 23 aPflanal bars fix soon inches in contact with the pantie \ PP IPPUcafklx 2) Tum covers apskle down. Place adhesive 112 To 1 in. From outside edge of mouths. Then install the Me. top porgon of the Dave coulee cover fife. Abut to second core of pan W es. Ensure cave caul of pan and cover tiles ere flush at eave One. Eave closure (mortar shown) Na0 through plastic cement NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 190 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 • • • •• • • 6 • • •• • • • • SCOPE: ••••• ••.•. This NOA is being issued under the applicable rules and regulations governing the usteedconstvactsen materials. The documentation submitted has been reviewed by the BCCO and acce ?tdd b;+ the BuVSMg Code and Product Review Committee to be used in Miami Dade County and other areas wherealltowed by the Authority Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miami Bacle Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade b inty) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and 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 manufacturers 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 renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI DADE C • LINTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Cateeorv: Roofing Sub- Cateeorv: BUR Deck Tyne: Wood Maximum Desien Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY A "P1 AFAN'p • : • • . • •••• • • •e Product Leak BusterTM MatrixTM 3, 5, 55 gallons 307 Premium Asphalt Primer GAF Mineral ShieldTM 60 & 1001b, bags Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM I, 5 gallons 303 Premium Fibered Aluminum Roof Coating 55 gallons Leakl3usterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 55 gallons Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID Modified 5 gallons Bitumen Flashing Cement LeakBusterTM MatrixTM 5 gallons 201 Premium SBS Flashing Cement GAFGLAS #75 Dimensions TABLE 1 ASTM D 41 ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons Test Specification • • • • • •• • • • • Producf' Descrlatien: ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fbered. • .•• • • •••• • •• • • • • .•• •.•. .. •••• • Asphalt concrete primes aid to pronigtp adhesion of asphalt in built -up roofing.. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D -4586 Refined asphalt blended with a mineral . ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 01-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 • • • • ••••• • • • • • • Deck Type 1: Wood, Non - insulated Deck Description: 19/ or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. AMMO OUNTY APPROVED • • •• • • •••• • .. •••• •• • Fire Barrier: FireOutm Fire Barrier Coating, VersaShield ® Non- Asphaltio.Fibdrglas4B'hsed (optional) Underlayment or SecurockTM. . . •••• Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENTO &iminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, itUBBROID Heat- We1dTM Smooth or RUBEROID Heat- WeIdTM 25 birse alreet mechanically fastened to deck as described below; . •••• •••• Fastening Options: GAFGLAS Ply 4, 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psi; See General Limitation #7) GAFGLAS'D Ply 4, GAFGLAS Plym 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation #7) GAFGLAS Flex PIyTM 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 —525 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID RUBEROT e Mop Smooth, base sheet attached to deck with approved PA" 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 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in 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.: 07 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 • • • • • • • • • • • • 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 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 #y} • • • • • . One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RUBEROIDDMOP. Smooth or RUBEROID 20 adhered in a full mopping of a ro' e'd asphalt • • applied within the EVT range and at a rate of 20 -40 lbs. /sq. •••• • • • • • (Optional) One ply of GAFGLAS'' Mineral Surfaced CCaj Sheet oar •' GAFGLAS Mineral Surfaced Cap Shee4dbered mopping of approved asphalt applied within the EVT age and at a rate of 20-40 lbs./sq. • (Optional, required if RUBEROID MOP Smooth or R • aU ds� o top . membrane) Install one of the following: "' • 1. Gravel or slag applied at 400 lbs./sq. and 300 Ibsfsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20 /08 Page 18 of 19 • • • • • .• • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. • • : . 2. Minimum ' /a" Dens DeckTM or ' /z" Type X gypsum board is acceptable to be installed.directly •c the wood deck. • • • • :•••••••• • • GENERAL LIMITATIONS: •••• • . • • • • • • 1. Fire classification is not part of this acceptance, refer to a current Approved R000pglteria&s Di .ectory • • for fire ratings of this product. • ' • 2. Insulation may be installed in multiple layers. The first layer shall be attached inpersal1ance with, Product Control Approval guidelines. All other layers shall be adhered in a full nioppiti of app ed asphalt applied within the EVT range and at a rate of 20 -40 Ibsfsq., or mechanical at'tachedUsing 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 Ibs. /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 Engineer, 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 with 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 9B -72 of the Florida Administrative Code. END OF TIIIS ACCEPTANCE • APPROVED E COUNTY NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 • .• • • TGFU.R1306 - Roofing Systems Underwriters Laboratories Inc. TGFU.R1306 Roofing Systems Page Bottom Questions? Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Roofing Systems . . • • • • • • • • • • .. .. • • 1A Page 1 of 55 . - -- .... • .. • • • • • • .... • • • .•. • • R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® 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. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck hot asphalt. " EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped ov6r noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following, systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard•EPS Insulation ". References to glass fiber insulation include " EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • • 1AP11 /!1A • • • • TGFU.R1306 - Roofing Systems Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type 01 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheeti'GAI Strattwear Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting ;lase Oeet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached tifalt�Tlh side &stn. • As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet AFG�J!S. ', #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may bt,aa4stitutedies G1 • • asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the !tired baseply in the following systems. • • • • Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fast ••••• Class A, B and C • •••• Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or 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 effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofmg Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. http://database.ul.com/egi-biniXYV/temnlate/T ISFXT /1 FR A MF /chntuna 1itm19namP =TC 1 At ma . • • • • • • • • • • r f y TGFU.R1306 - Roofing Systems 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. 1. Deck: C -15/32 Incline: 3 2. Deck: C -15/32 Incline: 2 3. Deck: NC Incline: 2 5. Deck: C -15/32 Incline: 1 6. Deck: NC Incline: 3 Class A 4. Deck: NC Incline: 1/2 • • • • • •• • • •••• • • •••• Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: —One or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Page 3 of 55 •••• • • •••• • .• • • • • •• • • • • • • •• ••••.. • • • •– • Insulation (Optional): — One or more layers perlite, wood fiber, glass fiiii;,:secyanur &,' • • urethane, perlite / isocyanurate composite, perlite /urethane composite, wood AberJisocyanwrate • composite, phenolic, any thickness. : • : • Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFULI S Ply e hod . • mopped. •• • •••• ;••••• • Surfacing: — Gravel. Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, 'urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". httn_// data hale. nl. ct - m /roi- hin/XVV /tpmnlate/T TCPYT /1 FR a AdP/.hruawnano. html9n. mP =T(: 1 n nl/nn