The URL can be used to link to this page

171 NE 100 St (4)LG ENGINEERING SERVICES, INC. Consulting Engineers North Office: 7370 N.W. 36' Street Suite 374 Miami, Florida 33166 M. I. S. Corporation 10220 Southwest 16 Street Miami, Florida 33165 Tel: (305) 994 -8128 Fax: (305) 994 -8135 Project: Dear Sirs; South Office: 13380 S.W. 131 Street Suite 120 Miami, Florida 33186 TILE UPLIFT TEST Bellozo Residence 171 Northeast 100 Street Miami, Florida Information provided by client: Permit Number: Not Available Date Completion: November 22, 2000 Roofing Contractor: M. I. S. Corporation LG Engineering Services, Inc. Project Number: LG00 -2143 (Testing Laboratory Certificate #00- 0224.07) Based on our test results, we conclude that the installation of the roe project meets the test requirement outlined in the above mentioned a Co of our test re ort for our review ................. C •1 •V - 1 L E•N•G•I•N•E•E•R December 1, 2000 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test for the rear addition at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 20 feet above ground surface. The type of tile used for this project was reported to be Santa Fe Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10,% of the roof tile located in the field area and more than 20 % of the roof tile at the roof perimeter= and. Corner were physically examined. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. Moha, ad Sonny- Sakleh; P.E. Project Manager'A THY UPLIFI' TEST Bellozo Residence 171 Northeast 100 Street Miami, Florida Report of TILE UPLIFT TEST for Bellozo Residence 171 Northeast 100 Street Miami, Florida Project Number: LGOO-2143 est. Nuinbe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 est oad (lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 s t : Status: Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGOO -2143, Page 1 T e s t T Load Test oad (lb ; ; Test Status 24 35 Pass 1 1 1 1 1 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG00 -2143, Page 2 North Iv' I 4 .2* 2 4 - ,1. ' I ? ° ,�--' 24' I' p approximate Test Locat ::. :.LG Engineering Services, -- Tile l ift Test s . .. Engineering Uplift est Result — Project Number: LGOO-2143, Page 3 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /t //3/0 ° Job Address /7/ 4/1: /€70,77 Tax Folio Legal Description / Historically Designated: Yes No Owner/Lessee / Tenant 33 /4S U * -S T 'T Master Permit # 7-557) 4/ 566 Owner's Address /74 kr /"S Phone /1-77...c Contracting Co. ar e7-47-2.-e,,) Address /o 2 2 / Gc) ( (z, Si • / / 3 3r Qualifier A /�'E `i v £ . /) / ss# Phone 5:5 -9' Y/ (o State # G G 0 6 Y7 S B Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL�ROOFIN)PAVING FENCE SIGN WORK DESCRIPTION /t' "J (e / - L i D 4 Y. --- tire- 76 Square Ft. 2,5 Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 ermore, I authorize the above -named contractor to do the work fated. FEES: PERMIT APPROVED: Zoning Mechanical Signature of er and/or Condo President Notary as to Owner and/or Condo '' esident My Commission Expires: • RADON Date Puu a State of Florida -ILANDO NUNEZ •rnmission # CC 725791 ,olnm. Expires Mar. 18, 2002 A1,•' C.C.F. Notary as to Contractor or Owner- urlder ` I C Y I •. My Commission Expires: ;' ' � ' iul /0 310 o Molar c, State Dattbrida ORLANDO NUNEZ Commission # CC 729791 "!:rai Comm. Expires Mar. 18, 2002 BOND -- b TOTAL DUE 6o Building :� L C Electrical Plumbing Structural Engineer Contractor's Name: Yr 6 crc 4 Off\ ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Morta Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) /❑ ` (Other) ROOF TYPE X New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Job Address: /71 NE /00 - 5 r Sloped Roof Area (ft') Total (ft Master Permit No. 47551 Flat Roof Area (ft') Exposure category (p ASCE 7 -88): G Building Classification category (per ASCE 7 -88 table 1): L Ft. A V Ft. A Deck type: ROO/ SLOP ATTACH ENT stener Type: Field: SPACING Perimeter: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Corner: ROOF PLAN 123.01 -78 5/00 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rid a Ventilation? Deck type: MEAN HEIGHT 0)00P a K• i, . zUnderlayment: Insulation: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION q /b. 0/i- ,qi Fastener type & spacing: ,ig thr /S �oc Cap Sheet: If Yo (7ior,Ltopp EP - / c ,( ki (0 Roof Covering: /_/. IccJJ /G �j/ Drip edge: 9' C i lK .14 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmax1 . I x X (Aerodynamic Multiplier): r ) - M 4. ' = M 9.5V PCA: 6f. 9 (Pmax2: 9 (o J x X (Aerodynamic Multiplier): (Pmax3: 9 5-- X (Aerodynamic Multiplier): ) - M ) - M TILE CALCULATIONS = M 12- PCA: = M 0./f ,r Fr 0A Page -2 As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try 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 initial in the adjacent box indicates that the item has been explained. gCommon Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- � houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS . Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) 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 under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. (.2 ?.? . 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 roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. . 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 Chapter 23 of the SFBC. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 1 8. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. g g /-.3/ 01-‘ Owner's /Age is Signature Date Contractor's Signature 123.01 -12 PAGE 2 7/99 Approved: 01/22/98 PRODUCT CONTROL NOTICE OF ACCEPTANCE Santafe Tile Corporation Ladrillera Santafe Bogota, Colombia Your application for Product Approval of: • Santafe Tile Corporation. Nail -On or Mortar/ " Santa f e Stt C S Roofing Tile under and Types of use under Chapter 8 of the Metropolitan Dade County Code governing Construction. and gies, The Center for Applied Engineering. Inc. and Testwdl Craig in the plans, specifications and calculations as Red/and Technologies, do ConsultantTechnologies, I Inc. Department to be used in Dade County, has been recommended for acceptance by the Building Code Compliance Departm FFlorida under the specific conditions set forth on pages 2 through 7 and the standard conditions set forth on page 8. Tne approval shall not be valid after the expiration date stated a� °a jobs ie or manufacturer's f °r ce q ff't" w. Tne Building Code n reserves the right to secure this product or material at any ce control testing. If this product or material fails to perform in the approved manner, the Building Code; shall eva a may th revoke, modify r should any to the South Florida Buillding Code be enacted affecting evaluate this product or material of this product or material. The Building Code Compliance e Office that this Office product r material fails to requirements o determined by the Building Code Compliance e South Florida Building Code. Tne expense of such testing will be incurred by the manufacturer Acceptance No.: 9?- 0315.05 Revises No. 96- 0318.02 Expires: 01 /22/01 THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE . METRO -DADE FLAGLER BUILDING aC WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 I Rodrig ez Product Control Supervisor County Building Code This application for Product Approval has been Code Committee t be ursed Dade Dade County, Florida under Compliance Department and approved by the Building the conditions set forth above. Internet mail address: postmaster @buildingcodeonllne .tom Homepage: httpJ /www.bulldingcodeonline.com Charles Danger, P.E. Director . Building Code Compliance Dept. Metropolitan Dade County SANTAFE TILE CORPORATION licant: Santafe Tile Corporation Ladrillera Santafe Bogota, Colombia Cate orv: Sucv: Sub -Type: P antafe S Clay Roof Tile PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFINC- CY3'1 EM APPROVAL Prepared Roofing High Profile Tile Nail - on/Mortar S Clay ACCEPTANCE NO.: 97 -0515.05 P;o4uct Control No.: Approval Date: Expiration Date: System Description Ladrillera Santafe, located in Bogota, Colombia, manufacturers clay roof tile for nail -on and mortar/ adhesive set applications. All Ladrillera Santafe tiles are available in standard unglazed and a glazed color finish. This Product Control Approval relates to the Ladrillera Santafe "Royal" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. "S" Santa Fe Tile Corporation is the sole, approved distributor of Ladrillera Santafe roof tiles. Contact: Daniel Bernal General Manager Santafe Tile Corporation 8825 NW 95 St MMiami, Florida 33122 (33178) (305) 885- 9002/888 -0050 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specifications I - 18" ASTM C 1167 w- 11.5" 'h" thick I a varies w - varies varying thickness. ASTM C 1 167 Page 2 of 8 Product Description 97 -0515.05 January 22. 1998 January 22. 2001 High profile, one piece, clay roof tile equipped with two nail holes. For nail - on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each the profit 1n'oaga Roofing Product Control Examiner . SANTAFE TILE CORPORATION ACCEPTANCE NO.: 97 -0515.05 Test Aeenev The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Red land Technologies Redland Technologies Redland Technologies Testwell Craig Laboratories & Consultants, Inc. TEST REPORT T .it Ider.tifier Test Name/Report Dire 94 -i56 -9 25- 7205 -1 Static Uplift Testing March 1995 PA 101 94 -156 -8 Static Uplift Testing Aug. 1994 PA 101 Project 07 -07 -00-91 Wind Driven Rain Sept. 1994 (307023) PA 100 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102(A) P 0647 -01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) P 0631 -01 Wind Tunnel Testing July. 1994 PA 108 (Mortar Set) P 0402 Withdrawal Sept. 1993 Resistance Testing of Screw vs smooth shank nails Physical Properties July 1994 ASTM C 1167 Lab #MK- Tech: G. Suarez Page 3 of 8 Static Uplift Testing Aug. 1994 PA 102 Frank Zuloaga Roofing Product Control Examiner SANTAFE TILE CORPORATION SYSTEM B: Direct Deck Nail -on Application Deck Type: Wood, Non - insulated • . Deck Description: New . . struction 19 /32" or greater ood or wood plank. Slope Range: 4 ":l2" to 7 ":1 Note: System B • a acceptable in this slope range. Underlayment: Install • erlayment system compliance with Metro-Dade County Ap ! ion Standard PA 118. Roofing Tile: Install tile in compliance with Metro -Dade . unty Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Comments: SYSTEMS SYSTEM D: Mortar or dhesive Set Application Deck Type: Deck Description: New construction 19 /32" or greater plywood or wood plank. Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Install underlayment system in compliance with Metro County Application Standard PA 120. Roofing Tile: Install tile in compliance with Metro-Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Wood, Non - insulated Page 4 of 8 ACCEPTANCE NO.: 97- 0515.05 Frank Zuloaga Roofing Product Control Examiner ' SANTAFE TILE CORPORATION ACCEPTANCE NO.: 97-0_- = _ SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Lad1'illera Santafe s ".Santaft S" high profile tile shall c with Dade County Application Standards PA 118. PA 119 or PA 120, depending on the methoe`L-_-- installation. • • • • • • • • 1111• • • • • . 1111 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diames— larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Prod's= Control Approval. The method of attachment utilized shall provide a minimum characteristic resistance load greater than or equal to the required uplift resistance determined in compliance" .rr Metro-Dade County Protocol PA 115 or PA 127. The Ladrillera Santafe "Santafe S' tile proftt` been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as an 'Moment Based System' 4. For mortar and adhesive set tile applications, a field static uplift test by a Metro-Dade Counr- accredited testing agency, in compliance with Metro-Dade County Protocol PA 106, shall be performed. 5. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 6. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications masa installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the mats` —.am manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pit= - compliance with Appendix 'A' of Dade County Protocol PA 120. 7. The applicant shall retain the services of a Metro-Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related prote_ Page 5 of 8 Frank Zuloaga Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE NO.: 97- 0515.05 Tile Profile 2:12 Saner I 4.9 Tile Profile Santafe S DATA FOR ATTACHMENT CFiLtt CATIONS • I • . , • • • • Table 1: Aerodynamic Multipliers -X (ft') Tile Profile X (n') X (ft') Nail -On, Direct Deck Mortar o ive Set Clay Roof Tile 0.34 0.31 Santafe S y Table 2: Restoring Moments due to Gravity 5:12 3:12 I 4:1 4.8 Page 6 of 8 4.6 M, (ft -lbf) 6:12 4.5 7:12 4.4 Table 3: Attachment Resistance Expressed as a Moment- Mf (ft-lbf) Two Approved One Approved Mortar Set Adhesive Set Nail I Screw 23.6 61.9 21.8 I 18.4 Frank Zuloaga Roofing Product Control Examiner S4NTAFE TILE CORPORATION ACCEPTANCE NO.: 97 -0515.05 PROFILE DRAWING LADRILLERA SANTAFE "SANTAFE S" CLAY ROOF TILE Page 7 of 8 I *• • . • I • , • . • . Frank Zuloaga Roofing Product Control Examiner S kNTAFE TILE CORPORATION ACCEPTANCE NO.: 97- 0515.05 Santafe Tile Corporation Ladrillera Santafe Bogota, Colombia ' . . . NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes: b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptance. including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Acceptance contains pages 1, through 8 this last page. END OF THIS APPROVA Page 8 of 8 • ; . Product Control No.: 97.0515.05 • • t roval !)ate:; January 22. 1998 Expiration Date: January 22. 2001 . • u oaga Roofing Product Control Examiner - Apr -27 -98 12:54P Polyfoam Products Inc. PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, TX. 77383 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 98- 0303.02 Renews: 96- 0402.02 EXPIRES: 04/16/01 APPROVED: 04/16/98 Internet mall address: postmaster @buildingcodeontine.com kte 954 475 -1462 P.02 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2906 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 Your application for Product Approval of: Polyfoam Products "Polvnro AH -160" Roof Tile Adhesive under Chapter 8 of the Miami - Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in thc plans. specifications and calculations as submitted by: '1'he Center for Applied Engineering, Inc. and Miles Laboratories Polymers Division has been recommended for acceptance by the Building Code Compliance Office to bc used in Dade County. Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on page 15. This approval shall not bc valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke. modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Codc Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. aui Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDI'T'IONAL PAGES FOR SPECIFIC AND GENERAL. CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Codc Compliance Office and approved by thc Building Code Committee to be used in Dade Counry, Florida under the conditions set forth above. Momepage: http : / /www.buildingcodeonllne.com Charles Danger. f .I:. Director Building Code Compliance Dept. Miami -Dade County ' Apr -27 -98 12:54P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383-1132 Category: Sub - Category: Ty pe:. Sub -Type: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONENT APPROVAL Roofing Component Fastening/Adhesive Roof Tile Adhesive Two Component Polyurethane Polyfoam Products, Inc., produces two - component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AH160 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® RTFI000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTFI000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoam Products, Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. Contact: System Description Pat Murray P.O. fox 1132 Spring, Texas 77383 -I 132 Phone: (713)350 -8888 Fax: (713)288 -6450 Page 2 of 15 954 475 -1462 P.03 Product Control No.: 98- 0303.02 Product Control No.: 98- 0303.02 Approval Date: April 16, 1998 Expiration Date: April 16, 2001 Frank Zuloaga, RRC Roofing Product Control Examiner Apr- 27 -98 12:54P Polyfoam Products Inc. 954 475 -1462 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Product Polypro® AF -1160 Foam pro® RTF 1000 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specifications Description N/A PA 101 Two component polyurethane N/A See Detail Attached Dispensing Equipment Page 3 of 15 Frank Zuloaga, RRC Roofing Product Control F,xaminer P.04 • Apr- 27 -98 12:54P Polyfoam Products Inc. POLYFOAM PRODUCTS. INC. Product tJnderlayment Roof Tile TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Criteria PA 120 Page 4 of 15 Product Description All Dade County Component Approved products as detailed in Dade County Application Standard PA 120 PA 101 All Approved roof tile systems having tested in compliance with Dade County Protocol I'A 101, as detailed in the systems section of this Component Approval 954 475 -1462 P.05 Product Control No.: 98- 0303.02 Manufacturer. A11 Dade County Approved Products All Dade County Approved Products Fran Zuloaga, RRC Roofing Product Control Examiner Apr -27 -98 12:55P Polyfoam Products Inc. 954 475 -1462 P.06 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 TEST REPORTS Test Azency Test Identifier Test Namc /Report Date Center for Applied 1194 -060 Miami Dade Protocol 04 /08/94 Engineering PA 101 Center for Applied 257818 -IPA Miami Dade Protocol 12/16/96 Engineering PA 101 Center for Applicd 25- 7438 -3 SSTD 11 -93 10/25/95 Engineering Center for Applied 25- 7438 -4 SSTD 11-93 10/25/95 Engineering Center for Applied 25- 7438 -7 SSTD 11 -93 11/02/95 Engineering Center for Applied 25 -7492 SSTD 11 -93 12/12/95 Engineering Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, 9637 -92 ASTM E 108 04/30/93 Inc. Southwest Research 01- 6743 -011 ASTM E 108 11/16/94 Institute Southwest Research 01-6739-062b[1] ASTM E 84 01/16/95 Institute Trinity Engineering 7050.02.96 -1 PA 114 03/14/96 Page 5of15 Frank Zuloaga, RRC Roofing Product Control Examiner • Apr -27 -98 12:55P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 TYPICAL PHYSICAL PROPERTIES Property Tcst Density ASTM D 1622 1.6 lbs. /ft.' Compressive ASTM 1) 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor ASTM E 96 3.1 Perm / Inch Transmission Dimensional ASTM 1) 2126 +0.07% Volume Change ® -40 F., 2 Stability weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% 954 475 -1462 P.07 Results Note: The physical properties listed above arc presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. Page 6 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Apr- 12:55P Poly Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 SYSTEMS Deck Type: Wood, Non - insulated, New Construction /Reroof Deck Description: 15 /32" or greater, plywood or wood plank. SYSTEM A: Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" 954 475 -1462 P.08 Undcrlayment: Shall comply with Miami -Dade Roofing Application Standard PA 120 Roofing Tile: Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA. Comments: I. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Page 7 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -27 -98 12:55P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Deck Type: Concrete, New Construction /Reroof Deck Description: New construction SYSTEM B: Adhesive Set Application Slope Range: 2 ":l2" to 7 ":12" Undcrlaymcnt / Install Approved underlayment system of one of the following: Waterproofing: Undcrlaymcnt: (30/90 Hot Mop) fully adhered in a full mopping of ASTM D 312 type IV asphalt applied within the EVT range. Back nailing and laps shall be in compliance with Roofing Application Standard PA 120. Roofing Tile: Comments: SYSTEMS (CONTINUED) 954 475 -1462 P.09 Any liquid applied roofing system having a current NOA for its use as a tile underlayment system. Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA. 1. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval or waterproofing component Rooting Component Product Control Approval shall apply, as applicable. Page 8 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Two -Piece Barrel #1 'S' Shaped #2 Double Roll #3 Flat #4 Apr- '27 -98 12:55P Polyfoam Products Inc. POLYFOAM PRODUCTS, TNC. Product Control No.: 98. 0303.02 COMPONENT APPLICATION 1. Polypro®D AH160 tile adhesive shall only be applied over an underlaymcnt installed in compliance with application instructions detailed in its NOA.. Underlayment may he any underlayments or underlayment systems listed Miami -Dade County Roofing Application Standard PA 120. 2. Adhesive application shall be in accordance with the instructions provided herein. Tthe manufacturer may provide additional instructions subsequent to this approval date which may prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the FoamprolD dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall he maintained between 1.0- 1.15 (A) : 1.0 (B). The dispense timer shall he set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of NOA. 4. Adhesive shall be dispensed in a 17 in' to 23 in pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires a specific placement, as noted in Table 1, below 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes aftcr foam has been dispensed. Page 9of15 954 475 -1462 P.10 Frank Zuloaga, RRC Roofing Product Control Examiner ' Apr -27 -98 12:56P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 SYSTEM LIMITATIONS 954 475 -1462 P.11 2. Polypro® A11160 adhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. • 3. For adhesive set tile applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Roofing Application Standard PA 106, shall be required not less than 72 hours after application to confirm tile adhesion. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with NOA. 5. Refer to tile Roof Tile Assembly Product Control NOA for system acceptance with this Component. 6. Refer to the Prepared Roof Tile Assembly for fire rating. 7. Polypro® A1 shall not be exposed permanently to sunlight. 8. Polypro0 AH160 shall be applied with Foampro RTF 1000 dispensing equipment only. 9. Polyfoam Products Inc. shall supply Building Official with a list of 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. Page 10 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -27 -98 12:56P Poly Products Inc. 954 475 -1462 POLYFOAM PRODUCTS, INC. Undotl.pwont 2) Toro o.v.rs up.ld• down. •I••• Adhesive 1/2 to 1" free. tn. w,.l.Id. of Gavot Mo. how Inman Ill. 1)• I.o. .we.yw .dtyr.ly. to .ctit•v. 17 t. 27 .4 Inch.. In oowt.ot will Owe pen tile. R.n.ovs top portion of the sow. sours. tile. Abut to ..c.nd sours* of pow tll.s. Comm ....wed of pore end ..w.r III.o .r. Rpti at My. II .. foss eIww. (.w.r4.r . PLACEMENT DETAILS Ootlonol 2a./'. for ■I..• •itcti .•.ih.tlwl.. / 4.°*•Pl• 77)111kp..._ 4 ■l i� Page II of 15 N.11 Itir...s1 •1..tic cww.wt (option required by too.) Fo.olo • ,d Placement Detail #1: Two -Piece Barrel Profile Product Control No.: 98- 0303.02 Optional •.awt.Y• ■.rtes ow L...yltw4hw01 edema of Iii.. iMNtil.y Frank Zuloaga. RRC Roofing Product Control Examiner P.12 .Apr -27 -98 12:56P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 N.11 /h..ash 0.1We aawlsnt (whom L..1...1 by cede) PLACEMENT DETAILS (CONTINUED) Vnderlsymettl Esw closure Page 12 of 15 954 475 -1462 P.13 Aonbw7h .4hwl,. 1. .chh.s 17 to 22 sgrs.o Inahos kw ...kwt with Ih. 111.. Foal. U.. d Placement Detail #2: 'S' Shaped Tile Profile ...holes os1� Ede. Frank Zuloaga, RRC Roofing Product Control Examiner Apr- 2 27 -98 12:56P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Noll thro,rph pl..tlo e.......t lwho.t rov.Mod by .od.) tl..kolgn.o.t PLACEMENT DETAILS (CONTINUED) !owe crowns w,ly. A«► ...I.wfv. App•od.,..tloy 4- "p /r.... wvvr♦Mlw. Placement Detail #3: Double Roll Profile Page 13 of 15 Apply .,....b .dho.lvo to .ck .v. 17.23 .7..n. Inct,w In o.wt..t with the ill.. 954 475 -1462 P.14 Product Control No.: 98- 0303.02 ova Clamors Fugal. Frank Zuloaga, RRC Roofing Product Control Examiner Apr- '27 -98 12:57P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Nell through plvli. v.e••et (when 'puked by 0640 Cave Cebroe PLACEMENT DETAILS (CONTINUED) tav* e■..,, ee4y. Rep .dl..Iv. .p...Meatl.y 4 .9 Iran •••,t,.lm• Placement Detail Flat Profile Pagc 14 of I S 954 475 -1462 P.15 Product Control No.: 98- 0303.02 Apply oftemsl •.■••l.. C. .eMee. 17.23 .q.... Inch.. In contact •1114 the the. • r: (t .uloaga, RRC Roofing Product Control Examiner Apr'27 -98 12:57P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Polyfoam Products, Inc. ACCEPTANCE NO: 98- 0303.02 2400 Spring - Stucbner Road APPROVED : April 16, 1998 Spring, TX 77383 EXPIRES : April 16. 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 954 475 -1462 P.16 I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and thc original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with thc manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance,, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 . Any revision or change in the materials, usc, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 15. END OF THIS ACCEPTANCE Page 15 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner LG ENGINEERING SERVICES, INC. Consulting Engineers North Office: 7370 N.W. 36`'' Street Suite 100 -E Miami, Florida 33166 Tel: (305) 994 -8128 Fax: (305) 994 -8135 Allied Roofing Industries, Inc. 7050 Northwest 42 Street Miami, Florida 33166 Project: Dear Sirs; South Office: 13380 S.W. 131 Street Suite 120 Miami, Florida 33186 TILE UPLIFT TEST Hoenes Residence 171 Northeast 100 Street Miami Shores, Florida Information provided by client: Permit Number: 42318 Date Completion: February 23, 1998 Roofing Contractor: Allied Roofing Industries, Inc. LG Engineering Services, Inc. Project Number: LG98 -0184 (Testing Laboratory Certification # 95- 0607.05) E•N•G•I•N•E•E•R March 2, 1998 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Protocol PA 106 -94 -- Field static uplift test for mortar or adhesive set tile systems and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 15 feet above ground surface. The type of tile used for this project was reported to be Santa Fe Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, a total of forty -five (45) tests were conducted; ten (10) at the roof perimeter and ten (10) at the roof corner and twenty -five (25) in the field area. More than 5% of the roof tile located in the field area and more than 10% of the roof tile at the roof perimeter were physically examined. Based on our test results; we conclude that he installation of the roof wile at ; the above referenced project meets the test requirement outlined iii the above mentioned protocol Attached please find a copy of our test.;report for you review LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please, do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. ohama Project TILE UPLIFT TEST Hoenes Residence 171 Northeast 100 Street Miami Shores, Florida Report of TILE UPLIFT TEST for Hoenes Residence 171 Northeast 100 Street Miami Shores, Florida Permit Number: 42318 'est Number 1C 2C 3C 4C 5C 6C 7C 8C 9C 10C 11P 12P 13P 14P 15P 16P 17P 18P 19P 20P 21F 22F 23F ........ ............................... ........ ............................... 'est Load (1W) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 tus est' Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. Tile Uplift Test Result -- Permit Number: 42318 , Page 1 Test Number: 24F 25F 26F 27F 28F 29F 30F 31F 32F 33F 34F 35F 36F 37F 38F 39F 40F 41F 42F 43F 44F 45F ...... ............................... 'est Load (ib!) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 est Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Note:- C = Corner P = Perimeter F = Field area LG Engineering Services, Inc. -- Tile Uplift Test Result — Permit Number: 42318 , Page 2 1 1 1 1 1 1 1 1 1 1 1 1 North -- f „ 9 4 a )1 74. 7t +l VL Y'o •y 1 YY proximate Test Location LG Engineering Services, Inc. -- TileUplift Tst R esult .. Engineering est Result —Permit Number: 318 , Page 3 Date 2 Z fl Job Address /71 NE 1Do T Owner's Address Contracting Co. ALLIED a)ArWiCip QualifierMId C /d4 60/4/ ss# State # Municipal # Competency # Ins.Co.L4O171 vs'1(, s - 5 rno(ugsJ Architect /Engineer 1 Y/A Bonding Company /Y/A Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING 'AVING FENCE SIGN WORK DESCRIPTIONZ A f .11 ?o 440 Ad, [ frar &dr 401e0•00 •00 co( ily iuY A got /f•0 .j r6 jr♦ sic. . /t '414# i7/6 Square Ft. /IF?... 7 WARNING TO OWNER: YOU MUST REL .A. NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWI_ c';i: IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH UR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWN " ' AFFIDAVIT: certify that all the foregoing information is accurate and that all work will be with all applicable laws regulating construction a,d zoning. Furthermore, I a amed contractor to do the work stated. Signature of own6 and Date: \P RY Poe 0 Notary as to My Commissio Description r / Lessee / Tenant � �i 4- S /IA2on APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Zoning 19) /11E /'vv / Ph ne /l /% RADON * C.C.F. Fire * Address Tax Folio /1- 32oi _ /3 Zi o Address gnature Date: Notary as to Co My Commission E Master Permit # Phone 01") 47/417 Estimated Cost(value 5 0 0.0 d or or Owner- Builder OFFICIAL NOTARY SEAL Y TOTAL DU * ** Other r r Building ' Electrical Mechanical Plumbing 6 Engineering PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance .lith Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: /2/ 4 E 7 ' #f70 ` h / 2. Description of improvement: �C'IQ° P ✓ � �'' 4/6-14. 7 ' zee /•.- /ALA dGao A' 3. Owner(s) name and address: CA 11147? 3 4A2C71'4 tES Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: AL/kV ;? :,f:;l/jt-:, 5. Surety:(Payment bond required by owner from contraWr;1f:any)'- . Name and a d d r e s s : 7 A I ?tutu OH . Amount of bond $ Vh I' I HEREBY CERTIPY that this Is a free co y of the Original Ie ?Mae on d y of /Ir A- n. we C%1t ,., WITNESS my h Ind and Of.iclalSool. . I11itQiI(dt a A�cGand County Court • \ 7. Persons within the State of Florida designated by OwnetiNpo_n w rn otices or other docurnerats may by Section 713.13(1)(a)7., Florida Statutes, 6. Lender's name and address: NOTICE OF COMMENCEMENT TAX FOLIO NO. // 0 6 /-5 -D& D 9 3 8009061 1998 JAN 08 11:04 9. Exp diff 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Sec- tion 713.13(1)(b), Florida Statutes. Name and address: Notary Public tion date of this NoAce of Commencement: (the expiration date is 1 year from the date of recording unless a to is ified S o' Owr,e• Sworn to and subscribed before me this Le day of j , 199 • My Commission Expires: NC)V . • rll OF ICIA NOTARY SEAL SIIARF7 5-0 ,vc•✓ yz .1 J.1, COMMISSION NUMBER CC598792 7 t 4 0 % �� MY COMMISSION EXPIRES OF F\-- NOV 4,2000 C .`�lt.`�' rO`Q �:.�e ed as Ptov ed 1447,440,5 001 e-xo 20 ro Ati'J VZ s � ,—, H13/4 Contractor's Name: 44- I C d poof- )6 (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof Job Address: / ?/ ✓l /,' /00 S ! ROOF CATEGORY ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft q 3 Sloped Roof Area (ft 1 -? 3 Total (ft ( ) Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 'l Ft. A Ft. A V SPACING Deck type: ATTACHMENT Fastener Type: / kr} )J S/ Field: 0 Perimeter: G Corner: r r r ROOF PLAN 123.01-78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. MEAN HEIGHT /r - Deck type: P oor M., W Underlay►nent: Insulation: Fastener type & spacing: Lt" l�s x /_� .1,,o k /73 ►Y -=fSo-= /1.51? ty . //. S 6- D E T A I L 3 SLOPED SYSTEM DESCRIPTION Cap Sheet: . i fiSl Roof Covering: <77 ROOF SLOPE Drip edge: v` rc - ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS 0..31 ?} •" (Pmax1T 1 3 x ? (Aerodynamic Multiplier): ) - M Sgd M , ' 'S PCA: 1• CC'" ji (Pmax2: I G 1 I X X (Aerodynamic Multiplier): 5) ) - M J }1 PCA: S c (Pmax3: /c`l. I x a, (Aerodynamic Multiplier): ) 5 a i• ) - M .•) M PCA: (; 3 C. Page -2 1 1 , , , I ki\ r , . 6' 1 ; I 07. e7c ' • /(- /1 2 7. - , 7 • I ‚' 3' t2 0. F i c S /1 9C _3 0 I 5 Pi y 3e1 0 LC- 3C' riy r...r — 1 e • r' li N OT1CFF, OF ACC'EC'mL*I STAf3DARt) OND Trrz.rc This approval supersedes :01 previous approvals, 15 i- L LPINO -h1I ZMI PAGE 15 mETTION)....ITAN DADE COUNTY, FLCRIUA ME=TrIO.DADE FLAGLErt OUILDING OUlt.utuo C7DE COMPLIANCE DEPARTMENT SJITE 1003 METRO-DADE FLAMER bUJLDINo 140 WEST FLAGLER STREET MIAMI, FLORIDA :3130.15n5 (905) ara.not FAX (905) 27rrzsoa 1 . Ex:ens ;n :1s of Acceptance may bz after a no r : ' . on has been tiled and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of :e-testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any nevi ;i,nn or change in the ma.erici , use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. :t. Any unsatisfactory performance of this product or process or a change ill Code provisions shall for rC- evalu..UUn. S 11 be grounds 4. This acceptance shall Rat be used as an endorsement of any product Raul Rodriguez Product Control Supervisor for sales or advertising purposes. County, Florida, and I'oiiowed by the po .:on cf the Notice of Acceptance is 5, The Noti. c of fs.creptance nu; fiber preceded by the words Dade exp:rati ::n date may be displayed in advertisin`.. literature. ;f any displayed, then it shall be done :n it entirety. Product approval drawings, where -cqpired for permit applications, stl,di be prov;dcd to the applicant ey theL tr his distributors unless uthcrvise noted in the Notke of Acceptance. The prints need not be re .seated by an Engineer Taira to comply with the Standard Conditions shall be cause for termiuition of the Appro.a:, 1 : Fr. DELPINU- MIA!'Ii Pro,tucr Control No 9 4- 1017,0 I Par;E ? .fhe standard minimum roof pt , Spanish S' high profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 12';. depending on the method of installation. _. For nail -on applications, fasteners for mechanical attachment of shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall he is compliance with the system specific.itions outlined in :lt,s Product Control Aup:c.vat. The method of attachment utilized shall provide :. attachment resistance expressed as a moment to meet or exceed the required moment of resistance detertnincd in compliance with Dade County Protocol PA !15 or PA 127. The `•l;tro Roof Tile "Spanish S" rile profile has been tested for both wind characteristics and static ;'pull performance, therefore, attachment calcLlatietts fur installation, in compliance with PA I I ` :;r PA 127 shall be done as a 'Moment Based System' 4. For mortar or strhevive set tilt applications, a field static uplift test !,y a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, st+.til be performed. S. For mortar set tile applications, 3C /90 hot mopped underlayme: l applications may be installed perpendicular to the roof pitch unless stated otherwise by the underl;.•.•ment material manufacturer's published literature. 6 All tiles shall hear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. Appiicatons p;- roofing ,:,cr ..- ;its shall include a completed Section 11 o tt,e Un'(orit: i3ttildinu Isertntt, a copy of Metro Roof Tile's current specifications r.nd d a cop of this Product Control. Approval and a copy of the Product Control Approval of Roofing Component uses in the proposed tile application. Reference shall be made to appropriate data for the required Fire rating. R. The applicant shall tetain the services of a Dade County certified testing laboratory :o maintain quality control in compliance with the South Florida Building Code rind related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Any amendments to these provisions shall be in compliance with Sec • ins 203 and 204 of the South Florida Building Code. PROFILE DRAWING Mt mu ROOF TILE SPANISH 1 $ " Ttu.: R DELPIF'O -MI :.'MI F'AGE 1d Raul Rodriguez Product Control No.: 94• I O i 7.0! 1 4 7 74-1 -1/ 21- " "" 1 E The Profile 1, Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems TILE APPROVED APPLICATION i NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH 1 nail 1 1 nail 2 nails 1 screw 2 screws 1 nail 2 rails Mepro Ftwf. rile Spanish S''i1r� Batters 1 N/A + N/A N/A 26.80 NIA N/A N/A ' N/A Dired Deck 6.20 8.40 28,70 1 31.80 21.20 25.30 26.90 1 34.90 ice` J 1 1 -, -y_ _ .L11 Met..n Rrof Tile Spanish 'S• The 1 Tile Profile Metro Roof Tile Scanlsh's' Tie Table 1: Aerodynamic Multiplier - / (fl`) Tile Profile Belle Direct Eetiens I r 6.70 ' 7: 1 0 Tile Profile [Metro Roo? The Spanish '3' Tile Restoring Moments due to Gravity • M (ft - Ibf) 8.80 DATA FOR ATTACHMENT CALCULATIONS 4 ":12" Bette Direct Deck 7.00 X (f1') Table 4: Attachment Resistance Expressed as a Moment - M, (f1 -Ib1) for Mortar or Adhesive Set Systems Tile Application Mortar Set Adhesive Set Battens Direct Deck P DELPINO- MIL:lI 6. 46 L (fl') lion Direct Deck Application 5 ":12" 6.84 Raul Rodriguez Product Control No.: i 0 t 7.0i' 8atiens 6.30 6 ":12" Direct Deck 6.67 7 e 0.31 Attachment Resistance c_66. 7 ":12" or greater Battens 4.08 Direct Deck N/A _ • C` L SYSTEMS (CONTINUED) F DELPINO -fy1 Mi Product Control H. 94- 1017.0i Wood, Non- insulated New construction ' or greater plywood or wood plank. Mortar or Adhesive Set Application 7 ":12" Note: System D is oniy acceptable in this slope range. fnsta:i Lnderlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) install rile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval,) 1. For re -roof applications, 'V „” plywood is an acceptable substrate. 11 Raul Rodriguez P.LriE 11 _ _ 4 Tot Amite. Redland T!_cnnoiogie! R.edland Technologies The Center for .app!ted Engineering, Inc. The Center for Applied Engineering, 'nc. The Center for Applied Engineering, Ins:, Redtanai Technologies Redland Tech:lclogies. Rcdicald Tccttao!ogies Redland TecF.nologie; "he Center for Applied Eng:net-ring. inc. T e�tweli Craig L1bc.rarories i Cotuultan!t,. In_. TEST REPORTS ter_ 7161 -03 Appendix ill 7161 -03 Appendix Ill 25-7200-1 94 -06n 94 -083 7)61 -03 Appendix ii Report D.:!ed Aug, 1, 1994 P0647-01 PO402 Project No. 307025 Test XMDC -78 Lab tlEA -25 Tech: G. Suarez '7 F LELPINU- MI4MI Raul Rodriguez Test Na me /Report Static Uplift Te5,tinv PA 102. Static Uplift Testir.g PA IO2(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 10 t (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tonne! Testing PA ICR (Nail -On) Wind Tunnel resting PA 103 (Nail -On) Wind Tunnel Testing PA 103 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Ra rt PA :00 Physical Properties PA 1 1 _2 Product Control No 94-1017 01 PALS Dec 1991 Dec 1991 Feb. 1995 May 1994 Apr! 1994 Dec. 1991 Aug 1`94 Aug, 1994 Sept. 199;1 Oct.. 994. July 1994 P4riE Ft Viia Prod;,ct Hurricane Clip & Fasteners alley F!ashmg milt. 'A" width min 0.061" thick C i F_Asttjav s nun. 8a x 1 ;4" m:n. 26 ga. min. 15" width min. 26 ga. min. race tange min. deck flange Test Speci flcationi PA 114 Appendix E A.ST.M A `_5 PA Ill 6 IELPINI_I- MI '.'M Rau: Rodr:guez Product Qesvriptioit j1anufastutcr Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with he clip, Galvanized steel valley flashing Galvanized steel drip edge Product Control Ne.: 94 -1017 01 generic generic P E OE Wood 9artens ". ;le Nails 4 '' Tile Screws kcot Tile Mr nt;r f 'TileTiterm "} Run( Lie A Crolyp-cg t L : .1 ' . Test Product Dita 911.1 Specitlalions Ugscription Al lal, facture r. NIA• AS T M I) 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials MM. 1? ga. with f .. nead min. 3 ga. e_d. max. "" o.d. PA 114 .Aocerdix E PA 1 14 Appendix E vertical. ',Vood Preservers Salt pressure treated min. 1" x 4° institute LP 2 or decay resistant lumber battens min I" x 4" for use with venical battens or elle. x 2" fur use a lone min. 8d X. 2/2" or tort. y 3 " aR .t 4;,,, lone, 0.335" head dia. ('.131' shank dia. 1.i 75" screw thread diameter PA 114 Appendix E PA 114 Appendix E LEI LF INO - h11,r4I Annular ring shank, hot dipped, C.cctro or mechanically gals, roofing nails for use in underlayment attachment Corrosion resistant circular disc for use in underlayment attachment Corrosion; resistant, screw, smooth or annular ring shank rails. Corrosion ; esistant, coated. coarse thread wood screws. N/A P Prepared mortar mix designed for :mortar set roof rile applications S e PCA S Raul Rtdrieu_i Product Control No.. 91-10 17 01 generic generic generic „ generic Bermuda Roof Company, inc. with Current l'CA Two component i'olyfuam Products, polyurethane adhesive Inc. designed far adhesive with current PCA set roof Cite applications. PAGE 1? 5 01, 1/ : Product 030 F eit Rainproof ii 043 Coated Base Sheer Lenzingtex ZB 140 Underlayment Ice ark 'Natet+Slt + Flushing Cement TR4 t7E NAMES OF PRODUCTS MANUFACTURED OTHERS Dim ensions N/A 59' it !E4' roll 22 Ibs.'ro l l 30" :. 75' roil 36" x 75' roll or 60 "s75' 36" x 75' role N/A N/A Test Specifications ASTM D 226 type 11 A STM D 2626 ASTM D 249 PA !0a Single ply, nail -on underlayrr.ent. PA. 104 PA 103 ASTM 3 type Ill or IV ASTM D 45E6 4 F DELPItlu- rr1I�'raI Raul Rodriclur.z Product Control No.: __9 Product Description Saturated organic felt to be used as a nailed anchor she,r. Saturated and coated organic base sheet fur single or dauble ply underlayment. Mineral surfaced asphalt roll roofing for use as a top p4 in a double piy underlayment system. Single piy, nail -on undcrlayrncnt with 2" self -adher ng top edge. Self - adhering underlayment for ..Ise as a :op plc in a ply underlayment system with Approved 030 or 043 as the base layer Asphalt for bonding a mineral surfcce cap ro a niech. attached base sheet in a double ply underlayment system Cupback, asphalt based, asbestos fret-, fiber reinforced, trowel grade cement for repair and slashing applications. NiAnufacturer generic generic generic Lenzing Performance, Inc. with curent PCA Protect -O -Wrap, Inc. with current FrA W.R. Grace Co. vith current PCA ger,e.rc generic FA:5E A4 'J1;1 !3 Product Spanish 'S' Concrete P.00f Tire TRADE NAMES OF PRODUCTS MANUFACTUR ED o ' LABELED BY APPLICANT Test Product adunsions Specifications Description t — t 8" PA 112 High profit:, interlocking, one - piece, w = 10%2" 'S' shaped, concrete tourtile equipped W' thick with two nail holes and a single roll. POI nail -on. mortar set and adhesive set applications. 1= varies .* = varies varying thickness PA 112 3 F DELPINO -MI ','MI Raul Rodriguez Pro•, luct Control No.. 94 - 417.0 L Accessory !tint, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. PACE 03 F' CELF'Ihd0- NIariI Metro Root' Tile, Inc. 11501 Northwest 117th Way Medley, Florida 33173 category: Sub `'atego`v• Type: PRODUCT CONTROL NOTICE OF ACCEPTANCE. ROOFING SYSTEM A PPROVAL Contact: Fernando Arias Metro Roof Tile, Inc. 11501 Northwest 1 17th Way Miami, FL 33178 (305) 558 -6712 2 Product Control No.: _ gy. l q j 7 01 Approval Date: Expiration Cate: in 1 5 1995 JUN 1 5 199x3 SYstgtn r escrintion Metro Roof Tile, Inc.. 1oeated in Medley, Florida, manufacturers clay roof rile for y nail -Dr, R10'[Sr sc: er ::dh 5 °t applikat oOi. This QroduCr Lnierrr I __i i.' '=11 tr'v Dtc fLk• ;feua a� :C,Driate Product Co t i_` l:: Tile's "SC}anish S ' ' Como! Approvals for �,Jte? tile profile: The N''e Roof Tile "Spanish 5" tile profile is available in a vari_ty ofco10 s and has matching trim pieces osec for rake hip, ridge hip, and valley terminations. These accessories are :+ for ail profiles and ft.irrt' a part of this Product Control Approval. The \ftrrq Roof Tile "Spanish S" roof tile has been tested in compliance with the South Florida iiilding Code rNquirentents for concrete, nail -on, mortar set or adhesive set tile applications. See the ":'rof'iie Drawiii ' sec ;ion in this Approval for the Metro Roof Tile "S visit S" The p;: profile drawing. metro Roof ''Spanish S" profile has been tested for both wind characteristics and antic uplift performance,' :';er. fore, arty consideratk t for installation+, shall be done as a 'Moment t`3ased System'. Oat;, for atiac'ttrn_r,t calculations is noted in Tables 1 through 4 of this Approva.. PATE 02 METRGOAcs>_ rELPR 10 -r1Iar 1I PRODUCT T CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11350 N.W. South River Drive MIami, FL 33178 .A pproved: 06/ I5r95 - 1 - Ii1 METROPO :_i7AN DADE COUNTY, PLORID,A MET.-DADE rLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 16D3 METRO-DADE F!AGLER BUILDING :ao WEST F! AGLER STREET MiP!,41..FLDRIOA 3313U 1 563 (30S) /75 -290i FAx (305) /75.2908 PRODUCT CONTROL SECTION (305) 375 -2y02 FAX (305) 372 -6339 on ;or Ptodut;t Approval of: er t., apier B of the Metropolitan Dade County Code governing the use of Alternate NIcterials and i ypes of Construuction, and completely described in the plans, specifications and calculations as submitted by; Red/rind :rech►totogies, The Center ; or Applied Enginering, Inc., and T e'szweil Craig Laboratories a Consaltrrn's, Irrc. ha_ been recommended for uccet.tar.ce by the 3uiiding Code Compliance office to be used in Dade County, Florida .:Eder :he specific ::onditions set forth on pages 2 et. seq. and the. Standard Conditions on page 3. Thi_ approval shall ::ot be valid after the expiration date stated below. The °R ice of Code C'ompilance reserves the risht t:_: Secure this product or material at anytime from a jobsite car man facturer's plant for aua! :t, Centro: t_';;'.Ing. product or material fails to perform in the ,ip.ro.,l`z.1 ni ;7E; the Code Compliance Office may revoke, ; i.ceify, or suspend the use of such product or material immediately. The applicant shat! re - evaluate this prodecr or material should any arnmendm^nrs to th_ South Ficnda Budding Code be enacted ,affecting this product or material_ The Building Code Compliance Office reserves the the right to revoke this approval, if ;t is determined by the Building Code Compliance Office that this product or material fink to meet the requirements of the South Florida Building Code. The expense of such testing will he ncurred by the r aaufact ;ircr. ActeDtarcc No.:94- !01 ?.0! 12. /72 ;xpires :06/1 3/918 aui Ito tguez Product Control Supervisor THiS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application fOr Product Approval has been reviewed by the ;vletropol ;.tnr, Dade County Building Code Compliance Depart.nent Or d approved by the Building Code Committee to he used in Dade County, Florida ender the, co-i,itiuns set forth above. fr 14 t nger, to. Director Building Code Compliance Depr. ivtetropolitan Dade County • • I' PRODUCT NO. : ACCEPTANCE NO.: _ _____ EXPIRES: APPROVED: MAY 19 9 5 aae•• r • • N01.111_1997 ul Rodri ez Product Control Division Supervisor -PLEASE NOTE- THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE • . ,± ___-..;.,.! .._. mErnopoLiTAN.,.:obqico .0 FLORIDA mcrno:onoofpoolUILDING. _. .1.• •.:•Ii..:41-34 d.eiv.. , E q t., :oT? SUITE '2::: i 0 DUllpING CmF:E.PTI:Er;;;D:AwiuIE!:L7r.L.,,...:LEiiii1/4.....nemil3T01::1.EE5NET003T3,i..,:::.::,,i,.,.. . : FLA , .. . 35 :0: 21 1N o r3 0 . ; , • , FAX PRODUC'r CONTROL NOTICE O1' ACCEPTAN(I !".117,if F LORIDA , swqrt MO5)4754001 •••• , , • , • • - GAF Materials Corporation ;. i': 7 ,: , . 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction : Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code herein. Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth The approval shall be valid for a period of three years. The Building Code Compliance Departinent reserve's the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control teiting. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, Modify . ..: .,:. or suspend the use of such product or material immediately. The Building Code Compliance Department reserves enacted affecting this product or material. the right to require testing of this product or material should any amendments to the SOuth Florida Building ' Code be . The expense of such testing will be incurred by the Manufacturer. ..‘ This application for Product Approval has been reviewed by the Metropolitan Dade COUfity Building'. Code Compliance Department and approved by the Building Code Committee to be used in Dade Co Orida wider the conditions set forth above. axles Danger, P.E., Director : Building Code Compliance Department Metropolitan Dade County . • • •.... Category: Membrane Roofing System StTb- ategQa Built -up Roofing ZXF�i Modified Bitumen Sum SBS, APP Approval Date: MAY 0 4 1995 Expiration Date: NOV 0 1 g g7 • System Description GAF Materials Corporation has been manufacturing commercial roofing products for years. more than .100 GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout South Florida area. gh t the • GAF provides warranted systems over various insulated and non - insulated substrates; . coplea . of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Res_earch — Underwriters Laboratories Go dified- bitumen membranes have been te sted . in; coin liars a with ASTM D 5147 test requirements. P SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE: ROOFING SYSTEM. APPROVAL. • GAF Materials Corporation ,„ „, ..,. -.... ... - • y ►r..!►:'ae,ti..; ..:.. .:.- .a:rd- j'iwytrFt«R+..c 1361 Alps Road Product Control No.::; •95- 0330.06 Wayne, NJ 07470 .6 Contact: William J. Woodring Director of Technical Services 2 (201) 628- 3000 s..�yiw ..1" :.:'. i:4TI' YQ�lc 7 • • Insulation Types: Mate Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximumiirc_Clasifiratim Design Pressure Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A 3 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters: Laboratories Roofing Materials Directory or other approved testing agency listing: directory- for Fire Classifications. • iw • Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 • Ruberoid® 30 FR Dimensinns 1 sq. roll 87 lbs. '/4 sq. roll 93 lb. roll 1 sq. roll 102 lb. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Test ProdUCt COntrO1 Product:' ,Specification Descri Ptio ASTM D 5147 Heavy duty, _polyester r asphalt modified bitumen'membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, • surfaced with mineral granules.. ASTM D 5147 Non -woven polyester mat coated with • fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber rnat: ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt,and_surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modifed'asphalt surfaced and surfaced with i ine al granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min l 4 Raul Rodriguez 5-0330. Product GAF Materials Corporation Fibered Aluminum Dimensions GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 lb. roll for Nailable Decks. GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 lb. roll Perforated GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® GAF Materials Corporation Asphalt Concrete Primer 3' x 180' 45 lb. roll 3' x 180' 40 lb. roll 3' x 108' 75 lb. roll GAFGLAS® 3' x 36' Mineral Surfaced 76 lb. roll Cap Sheet 1, 5 gallons GAF Materials 5 gallons Corporation WeatherCoat® Emulsion GAF Materials . 1, 5 gallons Corporation Jetblak All Weather Plastic Cement Test Specification ASTM D 4897 D 3672 ASTM D 2178 ASTM D 2178 ASTM D 4601 ASTM D 3909 s 5, 55 gallons ASTM D 41 5 Raul Rodriguez • Product'Control No. 95- 0330.06 ' Product Description Fiber glass base sheet impregnated and coated on: both sides with. asphalt. Surfaced on the bottom: side -with mineral granule's embedded: in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. • Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt impregnated and coated glass mat base sheet. Asphalt coated, glass fiber mat cap sheet urfaced with mineral granules. Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 2824 Fibered aluminum coating....~ ASTM 1227 Surface coating for smooth surfaced - roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers.. Permits: adhesion to wet and dry. surfaces. • • Product GAF .Materials Corporation Jetblak Flashtite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® various Isotherm R • .GAFTEMP® Composite various GAFTEMP® Permalite various GAFTEMP® Fiberboard various GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener NTB Fasteners GAFTITE® Base Sheet Fastener and Plate Galvalume Plates Polypropylene Plates 1, 5, 53 gallons ASTM D 4586 Trowel Test 6 �Prodt t= {r .: Dimensions Specification °Descr�ntianr� 1, 5; 53 gallons . ASTM D 4586 Asphalt irig'cenient various • t1plastic cem Granulesfor surfacin :of ex osed asphalt, coldprocess `or:emulsion. PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation:.. PA 110 Perlite insulation board. PA 110 Fiberboard insulation. PA 110 High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood: decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Fastener for use in gypsum,:tectum and lightweight insulating concrete decks. I. PA 114 Base sheet_ fastening assembly. 3" and 3 %" PA 114 Round galvalume stress plates. 3" and 3 %_" PA 114 Round polypropylene stress; plates.' 6 Raul Rodriguez Prod Hy Therm AP Pyrox various PA 110 White Line various PA 110 ACFoam Composite various ACFoam I ACFoam II Hy -Tec Hy -Tec 2 Hy -Therm AP Energy LOk Thermax TRI -STAR TRADE NAMES OF PRODUCTS MANUFACTURED BY; Test Product Dimensir)ns Specification Description various PA 110 various various PA 110 various PA 110 various PA 110 various PA 110 Hy -Therm White various PA 110 Line Hy -Therm Pyrox various PA 110 various PA 110 various PA 110 7 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam Apache Products Co. insulation PA 110 Polyisocyanurate foam Atlas Energy insulation Products .. PA 110 Polyisocyanurate foam Atlas Energy insulation Products Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Raul Rodriguez Product Control :No:: ; ;95 -0330. Apache Products Co. Atlas Energy Products Celotex Corp, Celotex Co:; Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate -foam - - -- -Celotex-Corp. insulation Celotex Corp.. Polyisocyanurate foam Celotex Co insulation Product Dekfast Fasteners #14 Dekfast Hex Plate 2 7/8" x 3 1/4" Dekfast Fasteners #15 Dekfast Fasteners #12 TPR Test Product Dimensions ,Specification Description PA 114 PA 114 Dekfast Lock Plate 3" x 3 1/4" PA 114 PA 114 PA 114 PA 114 ISO 95+ GW various PA 110 ISO 95+ GL various PA 110 ISO 95+ Composite PA 110 ISO 95+ PA 110 Asphalt High Density Wood various PA 110 Fiberboard Perlite Insulation various PA 110 ASTM D 312 Type III or1V hot asphalt generic _ __bitumen_ adhesive Insulation faste*f,.0,r.stee and concrete Galvalume hex stress plate Polypropylene locking plate. Insulation fasteners .for concrete decks Insulation fastener for stee and wood decks. Aluminum fastener.for lightweight, gypsum and tectum decks Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /. perlite Firestone ridged insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board generic Product Control No. 95 0330.06 Ivfanufacturer : 0011 . iCtion. : .F :I . Construction Fasteners, Inc. Construction asteneirs Inc: Construction Fasteners, Inc.. 1 Construction Fasteners, Inc. Creative Construction Components Firestone Firestone Firestone., generic .� . � •ws+ilvt Product • Red Rosin Roofing Nails Tin Caps Type X Gypsum various Sturdi -Top al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Kamak No. 169 Karnak 97 Test Product Dimensions Specification Description various Mininium # PA 114 . Corrosion resistant annular generic 12 ring shank nails Min. 32 ga. x 1 various PA 110 PA 121 PA 121 PA 114 PA 114 Premium Metal 3" square PA 114 Plate Standard Plastic 3" round PA 114 Plate Barrier Board Plus various PA 110 9 Rosin paper for barn layer on wood decks' Corrosion resistant circular . generic . . discs. . . Fire resistant rated gypsum generic Wood fiberboard Aluminum roof coating Asphalt emulsion Insulation fastener steel, wood or concrete decks Insulation fastener 3" square galvalume AZ55 stress plate Polyolefm plastic plate ASTM D 2824 Aluminum_roof coating PA 121 Roof coating Polyisocyanurate foam / wood fiber insulation • Raul Rodriguez Product Control No.; 95- 0330.06 Georgia - Pacific Grundy Industries ITW Buildex ITW Buildex ITW Buildex ITW Buildex • Karnak: Corp. Karnak .. NRG Barriers, Inc. 'i1�1•:T}yl..i aathira E'NRG'Y PSI -25 various PA 110 ENRG'Y -1 various PA 110 ENRG'Y -2 Plus various PA 110 ENRG'Y -1 Plus various PA 110 ENRG'Y -2 Con -Tite (Fluted Nail) Olympic Polypropylene Olympic Fastener Olympic C -R Base Sheet Fastener and Plate •Fiberglas Test Product Dimensions Specification Description various PA 110 PA 114 Olympic Standard 3" round PA 114 Olympic G2 Plate 3.5" round PA 114 3.25" round PA 114 PA 114 PA 114 various PA 110 10 Polyisocyanuratefoa insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Concrete deck insulation fastener 3" round galvalume AZ55 steel plate 3.5" round galvalume AZ55. Olympic .. steel plate. Manufacturing Group,.Inc. Olympic Manufacturing Group, Inc. Polypropylene plastic plate Insulation fastener Base sheet fastener and plate. Fiber glass roof insulation Raul Rodriguez . .. — .. �.1'ew •.1:x1 Product Control No:: 95 0330.06 anufacturer NRG,i$ ainers; In 4/ r N il�t�p! G?:Sls hurl s, . N Barriers. Inc. ' NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group; .Inc: Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Owens - Corning Fiberglas, Corp: Test Product Product Dimensions Specification Description • Manufacturer ... ..... Rawl 3" Plate 3" round PA 114 3" round galyalUnie - 5 . , gIlfeiRli\v1PItigi:• i ';....',..,...;:,.... ; ., 4:114,:::rir,.T•::. ' :.••' . ,; . -. steel plate ::•••:::::'.'7'. .. • . .,. ompanyc .( : : i& :0••..yi .. • , 4::,:st.•,,,;..0,0 . Rawl Spike PA 114 •.-•.;••..,;1,..... • •., Insulation fasteiaar.land.Ste4.;•Tha'`irt,*)piug.. and plastic stress plate for •CoMpanY.Ik concrete deck . . • Rawlite PA 114 Insulation fastener for cementitious and gYpsuni. decks Rawlite 3" Plate 3" round PA 114 12 • 3" round gaivalume AZ55 steel plate for use with Rawlite fasteners • . Ra Inc. Cornpany , . . . . The Rawlplug Company air-Menu Test Identifier Construction Research ' #4818 Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. Dynatech Engineering, Inc. • J.I. OT4A 1.AM J.I. 1 V7A0.AM J.I. 1V8A4.AM J.I. 1R1A6.AM J.I.OT2Q4.AM J.I. 0Q6A6.AM J.I.2M0A4.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AM J.I. 3X3A2.AM GAF -53 -X -915 R1306 3600.02.95 Test Reports 13 Test Name/Report Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Fire Classification Wind Uplift, Small Scale Product Control 07/16/92 06/28/93 11/15/9.1 ;10/17/91 07/16/91: 03/21/87 08/02/94 07/29/94 -08/02/94 1 03708/91 08/01/94 02/02/95 Membrane Type: APP Deck Type 1: Deck Description: System Type E: All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Wood, Non - insulated 19 / 32 " or greater plywood or wood plank decks Base sheet mechanically fastened. -60 psf; see System Limitation #3. Maximum Fire Classification: 'A'; see General Limitation_ #2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: N- 1 -1 -TS, N- 1- 1 -TSC, N- 1 -1 -TG Raul Rodriguez 40 Product Control No 95- 0330.06 One ply of GAFGLAS® Ply 4, GAFGLAS®. Ply 66, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Lap base sheet 4" and attach to the wood deck with approved nails and tin caps 9" o.c. at the sidelap and two staggered rows 12" o.c. centered on the sheet. Ply 4 and Ply 6® applications require sheathing paper over wood decks before application of anchor sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4 or GAFGLAS® Ply 6® in type III or IV asphalt at an application rate of 25 lbJsq. ± 15 %. One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lbisq. ± 15 %. 2. Karnak 97 or GAF Fibered Aluminum at 1.5 galJsq. or GAF WeatherCoat Emulsion at 3 galisq (for Torch Smooth applications only).. Recover System Limitations: Product Control No. 95- 0330.06 ! Insulation shall be bonded in a hot moppi of approv as halite lied at a rate of not less than 30 lbs✓sq..All uisup shlahall 'bekbo ded to a primed surface using ASTM D 41 asphalt pruner' `Pri "shall a fully'dry before application of asphalt. Do not prime base sheet;f one ts,present �r l , 2. No insulation panels shall be bonded;to`.an. existin g ` : built up roof with a gravel surface without full removal of the ' "`vel` prim " a leveling flood coat of asphalt, • � . =P, • - - •• ..g.of;tliesurface, and prior to:mopping;of insulation ;tlie:: bonding asphalt. No insulation panel shall be larger;thaa 4' x 4' when': bonded to the: • substrate in approved asphalt. : " ' '` ;": 3. Existing roof surfaces used as a bonding substrate shall be for uplift resistance, in compliance with Dade County ty` 'PA - :',12!4 the calculated design pressures of the field, perimeter and corner areas, determined in compliance with Chapter 23 of the South Florida Building Code. 4. The moisture content in an built-up roof shall be in compliance with Section 3401.10(j) of the South Florida Building Code. 5. Fasteners shall be tested for withdrawal resistance in compliance with Dade County Protocol PA 105 to confirm compliance with the wind load requirements set forth in Chapter 26 of the south Florida Building Code. 6. In no case shall the fastener requirments for recover be less than the . requirements for the deck type inthe: new construction approvals. 7. GAF Materials Corporation requires .tearoff of the existing roof over lightweight insulating concrete dec4 except as determined on a job - to-job basis. 167 • General Limitations: 9. 168 Raul Rodriguez Product Control No.: 95- 0330.06 1. All asphalt shall comply with ASTM D 312 type :or, :type° P/ requirements. All proposed asphalt producers must be approved by.the'applicant. 2. Fire ratings are determined by a combination of slope,' ;deck ;type; and assembly. • Refer to current Underwriters Laboratories Roofing: Materials Directory'or other fire testing data listed by an approved listing laboratory. agency. Fire ratios shall be in compliance with ' Sections 3401.5 and 3401.6 of the South Florida • Building • Code. 3. Maximum slope range shall vary for each system; consult. current Underwriters Laboratories Roofing Materials Directory and manufacturer's � `spedifcafions for compliance with design criteria for each project. 4. An overlay /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 may be applied using spot mopping: with. approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot 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 maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall* be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. If required, any Factory Mutual Approved vapor barrier in .conjunction with proprietary or approved adhesives may - - be — used = - prior ' to = the = application of -the - insulation layer. 10. Perimeter and corner areas shall have an increase . in fastener density: -for both insulation and base sheet in compliance with Dade County .PA- South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal *file' designs shall conform with Dade County Protocol PA 111 of the South Florida Buil ;; g;C. de. 'Product.Control No.: 95- 0330:06 12. Flashings shall be installed according to the manufacturers standard: details, and may be applied in cold application adhesive, approved asphalt or may be apphed in conjunction with an approved torch applied modified. bitumen membrane. Specific . details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory: forth appropriate = coating for each roofing assembly to obtain the required fire , rating ° :The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401..6 of the 'South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by : the .applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an . EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. 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 at an application rate of 25 lbs/sq. f 15 %, or mechanically attached using the fastening pattern of the top Layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. .4' 17. Pre - assembled cap nails may only be used• for termination of fully bonded surfaces such as mechanical termination at wood:sblocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all 'materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for_mechanical_attachment.When- applied -in— approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a mininitun withdrawal resistance value of 250 lbf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance. value taken from Dade County Protocol PA 105. Calculations shall be based on a rtipture value (the fastener stress plate pulling over the base ply) of n mor, th 90 7/ b v et.! Raul Rodriguez 169 Product Control No.: 9 5-0330.06 • 21. Fastener spacing for insulation attachment is based on a MinimUin , Characteristic Force (F) of 300 lbf. as tested in compliance with PA 105. :If P;is field tested, is below 300 lbf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and. the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 Raul Rodriguez 75 t1 1/4 al /sq al /sq A 1.2 .q (12 at 50 ;pplied ',16 dry d at 50 Series, l /sq (12 ed at 50 I" Series, dry mils). ied at 50 ed at 1. ;). plied at ails). lied at 1, 4 dry mils ,r "Po ions tole pplied 14 .), apPbed d mils)• "pot gal ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Eoam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 1/2 Pol 303 ", 1 in. min. 251" or " Polyfoam Base Coal One or two applications "Gacoflex UB- 7050 ", applied at 1 gal/sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex VA-60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with " Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat "GacoSil 5- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex 5- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal /sq (14 GAF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE NJ 07470 " 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) Georgia -Pacific 'Dens - Deck®" overlayment board 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 deck gypsum polystyrene i overlayment the roof it must be placed below the overlayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet") is a suitable alternate for Type G1 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 meet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent Rent -Ply) for nailable decks ". Perforated to be mopped and nailable to be :echanically attached granule side down. is an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" : "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for it asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the 'ailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically atened. Unless otherwise indicated, all insulations may be hot mopped or mechanically atoned. GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class 6 or C systems listed below. Then "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any °tief UL Classified perlite insulation. Gushed stone or slag are suitable alternates for gravel in any of the Class A, u C systems listed. tructural cement fiber building units are considered suitable to be included a deck in the following Class A, B or C systems listed over C -15/32 or NC. le use of gypsum board under any of the following Class A, B or C systems not adversely effect the rating. The use of 1/2 in. min gypsum board is .acceptable alternate for insulation over C -15/32 decks. °'e use of polystyrene insulation board between min 3/4 in. perlite board deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a able alternate for isocyanurate board in the following Class A, B or C ims. FrEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and " GAFTEMP losite A" may be substituted for any isocyanurate insulation in any of the ' Classifications. Class A, B and C. .roofing asphalt, for use with organic and glass felts or modified bitumen h ranes. p eck; Class A C -15/32 i nsulation (Optional): One or more layers 3 ers erlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ 2. 2. 3. 4. 6. 7. D 8. D t B P C Dec In fi u th Pt Pl Ca Dec In fi ur thi Ba Me "Ru Cap . Deck: Ins fib LOOK FOR MARK ON PRO ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU) Continued urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gi "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Deck: C - 15/32 Incline: 2 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 G3 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, ur / ethane comp sit , wood , a fiber /isocyanurate composite, phe olic, 2 max. Ply Sheet: T wo or more layers Type G3 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 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. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" nr GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAneral c Cao Sheet' Deck: NC S Mie 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers of Type Gi "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". eck: C - 15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. eck: C -15/32 Incline: 2 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 hickness. ase Sheet Two or more layers of Type G2 or G3. ly Sheet (Optional): One or more layers of Type G1. more embrane: One or Ruberoid Torch Plus " (granule),"Rube "Ruberoid Mop" (smooth (smooth or gra nule)or Ruberoid Mop Plus" (granule). ap Sheet: "GAFGLAS Mi Surfaced Cap Sheet", hot mopped. Class B k: C -15/32 Incline: 3 -1/2 sulation (Optional): One or more layers perlite, wood fiber, glass ber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ r ethane composite, wood fiber / isocyanurate composite, phenolic, any ickness. y Sheet: Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS y 6" p Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. k: C -15/32 Incline: 3 -1/2 sulation (Optional): One or more layers perlite, wood fiber, glass ber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ethane composite, wood fiber /isocyanurate composite, phenolic, any ckness. se Sheet: Two or more layers of Type GI, G2 or G3. mbrane: One or more layers of "Ruberoid Torch" '(smooth or granule), uberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or beroid Mop Plus" (granule). Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C C -15/32 Incline: 1/2 ulation (Optional): One or more layers perlite, wood fiber, glass er, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ DUCT BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA Date — 19 _... ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 9662 Contractor's i ' ROOFING ❑ License No. Owner of t Building �' % +." t Architect Contractor or Builder ' `�` t - "' Legal Lat 1 1 Description II Bl Address of f i 1 I Building ' 1 i i "CEO .r CONTRACTOR or BUILDER Work to be performed under this Permit , Subdi- vision Sq Ft Value of Cr Amount of R x Project $ x I Permit $ �" This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that ha assumes respon- sibility for work done by his agents, servants or employee,: tot) ''(INSPECTOR) BY In consideration of the issuance to me of this permit I agree to,pperform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings,•scatements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done1liy either, myself, my< agent, servant or employee. A . 0 BY AUTHORITY APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owne;,'r's Name and Address D e N e i c e Bustin _ _ No 171 Street N.E. 10 0th St. Registered Architect and /or Engineer Name and address of licensed contractor Geo. 0benour, Jr. & Sons Inc. 7352 No, Miami Ave. ._.. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 171 N. E. 100th St. State work to be done and purpose of building (by floors) __ _ Remove the e x i s i t n 9 roof': R e p l a c e with 2" insulation 1 -30 lb. felt, 1 -90 lb. slate, galv. (lashings and white shin4le tile. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation___._ Roof Covering tile Estimated Total cost of improvements $ 976. 0 0 Amount of Permit $ 1 6 S 9 s . $5.00 Zone cubage required plan Cubage__ Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor___ I hereby submit all the plans and specifications fot said building. All notices with reference to the building and its construction may be sent to___._ The undersigned applicant for this building permit dot:, hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontra ors, on work to be performed under this permit, as are licensed by Miami Shores Village. , Remarks__ ________ STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state a;e tz Y � lL ' (l Read, Sworn to and Subscribed before me. Permit No Date Disapproved ____ >� __ _ Date (Signed) Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT (Signed) Date February 1 ,19 68 Notary Public, State of Florida Building Inspector ` My Commission Expires PLANN f`G BOARD__ __ _ DATE Chainnan _ . Member Member Member Member Member _Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.