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1178 NE 98 St (14)C•I•V•I•L E•N•G•I•N•E•E•R Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 Suntech Development, Inc. P.O. Box 014014 Miami, Florida 33101 TILE UPLIFT TEST Duvua Residence 1178 Northeast 98 Street Miami, Florida Information provided by client: Permit Number: Not Available Date Completion: 2000 Roofing Contractor: Suntech Development, Inc. LG Engineering Services, Inc. Project Number: LG01 -1574 (Testing Laboratory Certificate #00- 0224.07) Aus?ust 27. 2001 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 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 30 feet above ground surface. The type of tile used for this project was reported to be Flat 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. Based on'our test: results, we conclude that'the irstallaton of the roof the at the' above referen projectineets the test requirement outlined.in the above mentioned protocol. Attached please find a copy of our test report for your revtew 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. oh. mad Sonny' Salleh., P.E. Project Manager TILE UPLIFT TEST Duvua Residence 1178 Northeast 98 Street Miami, Florida Report of TILE UPLIFT TEST for Duvua Residence 1178 Northeast 98 Street Miami, Florida Project Number: LG01 -1574 Test Nurnber 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 est Load <:(lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test>Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass . f Tst Result -- Project Number: LGO1- 1574 e 1 LG Engineering Services, Inc. -- Uplift Test Project g :Test Number 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Test Load (lb#) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test: Status Pass Pass Pass Pass Pass Pass 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: LG01 -1574, Page 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N0�' 45' 5 4 46 1 25 24 7 45 A4 42 45 41 y0 40 59 58 y1 yl 56 9 I2 15 14 9 10 II 78' 4 7 22 21 20 29 48 28 49 50 51 52 52 55 55 54 15 16 17 18 APPr?OXIMATh tf511.00A110N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date y 4 Job Address // 7 5:7- Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Spf //-1 Master Permit # � O 1 / -o /� Owner's Address // 7 O 3 °r Cd -■ Contracting Co. Qualifier P / /Gsq/9 rev SS# - - Phone State # # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION �` /Z��� 7 �J -� � � T _7" Square Ft. 0/ 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 (IF 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. Furthermore, I authorize the above -named contractor to do the work stated. Sign Notary as to 0 My Commis f owner or Condo Pr�� Date # CC 676542 DIM N A OCT 21. 2004 NCO APPROVED: Zoning Building Mechanical FEES: PERMIT RADON C.C.F. 6. 60 NOTARY 1- Signature of Contractor or Owner- Builder Notary as to C My Commissi S c„ ira MY COMMISSI, rlq CC 745220 y' 9 EXPIRES: May 26, 2002 ;'• Bonded Thru Notary Public Underwriters Electrical Date yl t o /9 9 Da BOND 3 o 0 TOTAL DUE Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT Nn. TAX FOLIO NO. C75 d/ d STATE OF FLORIDA: 99R208586 1999 APR 22 14:27 COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is ..provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of improvement: '— 3. Owner(s) name and address: Interest in property: 2�ir Name and address of fee simple titleholder: 4. Contractor's name and address: /4"e- / l'� /. -7 7 i ,/ 7 jai 5. Surety:(Payment bond required by own from contractor, if any) Name and address: Amount of bond $ // 7 V7/7/ 6. Lender's name and address: - 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencemer • the expiration date is 1 year from the date of recording unless a different date is specified) 1 Owner s Print •wners Name ure Sworn to and subscribed before me this oay of Notary Public '" Print Notary's Name cY ) My Commission Expires: .A-: 4.2mw. - ANCHEZ STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERiIFtI\iha' his is a py of Om al ti el in this o co on day of , A O 19 WINE m h :nd a • d Officio: Seal. HA; V R� IN f , of Cir itond County Cotorfs By Prepared by: Address: , — -7/U/ /i 12ao1 -52 2/93 t Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: Space Age Roof Tech Job Address• 1178 N.E. 98 Street ROOF CATEGORY ® (Low Slope Application) ❑ (Nail -On Tile) ® (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) 4 ROOF TYPE ❑ New Roof R e- roofing ❑ Recovering ❑ Repair ❑ Maintenance 8 ' Flat Roof Area (ft') 400 Sloped Roof Area (ft') 2400 Total (ft 2800 Master Permit No. Exposure category (per ASCE 7-88): C Building Classification category (per ASCE 7-88 table 1): 1 d DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Ft. A v 1- gafglas mineral surface 7 2- gafglas ply 4 with hot 1- gafglas 75# base tin capped Deck type : 5 /8" cdx & wood plank 3" x 3" galvanized eave drip ATTACHMENT , 1 5/8" tin cap Fastener Type: with 1 1/4" rs nail SPACING 9" laps Field: 12" Perimeter: 6" Corner: 6" cap sheet with hot asphalt asphalt ROOF PLAN r Rides. %Wades? N/A KEA,i =cur 19' (Pmax1: D.ektype: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 5/8" plywood/wood plank URdethyment: 3. it Roos SLOP! D E T A I L 3 30# astm felt N/A SLOPED SYSTEM DESCRIPTION Fastener type & ap dng: J 1 1/4" rs nail with 1 5/8" tin cap (9" laps & 12" field) Cep m 90# astm slate mopped on wih hot asphalt Roof Covering: Metro Flat cement tile TECA Delp edge: 3" x 3" galvanized eave drip 72.3 X X (Aerodynamic Multiplier): 20.97 ) - m 6.97 = M 1 :14.03 PCA: 118.90 OK (Pma 117.3x X (Aerodynamic Multiplier): 34.02 ) • M 6.97 = M,. PCA:118.90 OK (Pmax3: 117.3 x ? (Aerodynamic Multiplier): 34.02 ) - M 6.97 = M PCA: 118.90 OK 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 JUl_ -09 -96 01:52 PM APPROVED: 06104MR 1 Intarnei mall address: postwlasler €100dIn9e 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 -2008 PRODUCT CONTROL DIVISION (305) 37S -2902 FAX (305) 372 -6339 TROD QT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11501 Northwest 1 17 Way Medley, FL 33178 Your application for Product Approval of: Metro Roof Tile, Nail - On, Mortar Set, or Adhesive Set "Concrete Flat" Roofing Tile under Chapter 8 of the Miami -Dade County Codc governing the use of Alternate Materials and Types ofConstruction, and completely described in the plans, specifications and calculations as submitted by: Reiland Technologies, The Center for Applied Engineering, inc. and Testwell Craig Laboratories & Consultants, Inc. ha, been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -1 1 and the standard conditions on page 12. This approval shall not be valid after the expiration date stated below. The Building Codc Compliance Office reserves the right to secure this product or material at any time front a jobsite 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 Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Codc. "Ilse expense of such testing xvil1 be incurred by the manufacturer. ACCEPTANCE NO.: 98- 0423.09 Renews: 94 1222.14 EXPIRES: 06/04/01 aul Rodrig i CZ Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND CENER L CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Mtiarni -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. atzzi Charles Danger, P.E. Director Building Codc Compliance Dept. Miami -Dade County P. 01 Hontepage: tlttpJ /www.bultdingeodaonline.corr► JUL -99 -98 92 :24 PM METRO ROOF TILE INC. Product ft, of Tile Adhesive (PoIyproe A11160) Dimensions Test Specifications N/A PA HO 0 Adhesive designed for use in roof tile applications. I {urricane Clip & Clips PA 114 Corrosion resistant Fasteners min. %a" width Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x 1'/." clips for Page 4 of 12 Product Control No.: -04 3.09 Prod uct Description supplemental tilt attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Manufacturer Polyloam Products, Inc. with current PCA generic Frank Zuloaga. RRC Roofing Product Control Examiner P.92 Tile Profile Tile Application Attachment , Resistance Metro Roof Tile Concrete Flat Mortar Set 39.00 Adhesive Set 118.90 JUL -09 -98 02:29 P11 METRO ROOF TILE INC. M Roof Tile Concrete Flat Battens Direct Deck 1 nail 4.90 9.80 DATA FOR ATTACHMENT CALCULATIONS ,_ _..___W— Table 1: Aerodynamic Multipliers 1 (ft') — 7 Tile A (ft') X 01 3) Profile pp Batten Application Direct Deck Application Metro Roof Tile Concrete Flat 0.27 0.29 Table 2: Restoring Moments due to Gravity - M -lbf) Tile 3":12" 4 ":12" 5 ":12" 6 ":12" Profile Batten Direct Batten Direct Batten Direct Batten Direct s Deck s Deck s Deck s Deck Metro Roof 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 Tile Concrete Flat Table 3: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On Systems Tile Tile Approved Approved Profile Application Nails Screws 2 nails 7.40 18.80 1 screw Page 10 of 12 2 screws Product Control No.: 98- 4423.09 Approved Field Clip With: 1 nail 2 nails 24.20 34.80 24.30 35.50 7 ":12" or _ greater Batten Direct s Deck 5.97 22.10 19.00 N/A Approved Eave Clip With: 1 nail 12 nails 32.20 31,90 1 Data noted in Table 3 is for instal ation with a 3" the headlap. 2 Approved screws are as noted in the "Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips an eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment – M, (ft -lbf) for Mortar or Adhesive Set Systems Frank Zuloaga, RRC Roofing Product Control Examiner P.09 JUL -09 -98 61:54 PM METRO ROOF TILE INC. Product Metro Roof Tile Concrete fiat Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Din }cpsions Specifications 1 =16" w = 10" - 1 -'/." thick 1= varies w = varies varying thickness PA 112 PA H2 Product Description Fiat, interlocking, high pressure extruded concrete roof tilt equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each the profile. TRADE NAMES OF PRODUCTS MANUFACTURED OTI{FRS Test Product Control No.: 98- 0123.09 Product AM(, r.r �... ...• P.02 JUL -09 -99 02:24 PM 3} • METRO ROOF TILE INC. product Roofing Nails Wood Battens Tile Nails Tile Screws Roof 'I Ti le Mortar (" rile raterM ") Roof Tile Mortar ("Quikrcle0 Roof Tile Mortar ") Root" file Mortar ( "I3ONSAIA Roof Tile Mortar Mix ") Mmensions min. 1 2 ga. with 3 /8" head vertical min. 1" x 4" horizontal mitt. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone vain. 8d x 2'W' or min. 10d x 3" 118 x 2W long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter N/A N/A N/A Test Smectfications PA 114 Appendix E Wood Preservers Salt pressure treated Institute LP - 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 I'A 123 PA 123 Page 3 of 12 Product Control No.: 98- 0423.09 Product llescription Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, coarse thread wood screws Prepared mortar mix designed for mortar set roof till: applications. Prepared mortar mix designed for mortar set roof tilt applications. Prepared mortar mix designed for mortar set roof tile appt icat ions. Manufacturer generic generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with current PCA W.R. Bonsai Cu. with current PCA Frank Zuloaga, RRC Roofing Product Control Examiner P.01 • JUL -09 -90 02 :23 PM M}.TRO ROOF TILE INC. ` cstAgenmr Redland Technologies Red land Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. 7'cstwelt Craig Laboratories & Consultants, Inc. EVIDENCE SUBMITTED Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix 111 94 -084 94 -060A 7161 -03 Appendix II Report Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307024 Test 11MDC -73 Lab #:1 A -22 Tech: G. Suarez Page 5 of 12 Teat Narne/Repnrt Static Uplift Testing PA 102 Static Uplift Testing PA IO2(A) Static Uplift Testing PA 101 Static Uplift Testing PA 101 Window Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA -108 (Nail -On) Wind Tunnel Testing PA -108 (Mortar Set) Withdra%%at Resistance Testing of smooth vs. screw shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Product Control No.: 98- 04;3.09 Date Dec. 1991 Dec, 1991 May 1994 March, 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 ran - Zuloaga, RRC Roofing Product Control Examiner P. 03 JUL -09 -90 02 27 PM i: . MI -TRO ROOF TILE INC. SYSTEMS (CONTINUED) SYSTEM D: Mortar or Adhesive Set Application Deck Typc; Wood, Non- insulated Deck Description: New construction 19 /32" or gfeater plywood or wood plank, Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Undcrlaymcnt: Roofing Tile: Instal{ underlayment system in compliance with Miami -Dade County Roofing Application Standard PA 120. (See System Limitation W5.) Install tile in compliance with Miami -Dade County Roofing Application Standard PA 120, (Sec "Data for Attachment Calculations" included in this Approval.) Comtnents: 1. For re-roof applications, 15 /32" plywood is an acceptable substrate. Page 8 of 12 Frank Zuloaga, RRC Roofing Product Control Examiner P.06 Product Control No.: 9S_ 0.123.09 JUL -09 -98 02:20 PM METRO ROOF TILE INC. Product Control No.: 9 1?423.09 SYSTEM LIMITAT1ONS The standard minimum roofpitch for Metro Roof Tile's "Concrete Flat ", flat profile tile shall comply with Miami-Dade County Roofing Application Standards PA 118 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized 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 Protocol PA 115 or PA 127. The Metro Roof Tile "Concrete Flat" tile profile has 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 a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami Dade County Protocol PA 106, shalt be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing per,nits shall include a completed Section I1 of the Uniforms Building Permit, a copy of Metro Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. The applicant shall retain the services of a Mianti -Dade County certified testing Laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Miami -Dade County Protocol PA 112, Appendix 'A'. Page 9 of 12 Frank Zuloaga, RRC Roofing Product Control Examiner P.07 16' 16' 10' METRO ROOF TILE CEMENT FLAT TILE Page tlof12 Frank Zutoaga, RRC Roofing Product Control Examiner _ - •., ,�, i i MUMM n of tuts Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this ofr.ce. 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 salts, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and f o f o w e d b y t h e expiration date may be displayed i n advertising literature. I f 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. S • Failure to comply with any section of this Acceptance shall be cause for tent►ination and removal of Acceptance. 9 This Acceptance contains pages 1 through 14. END OF THIS ACCEPTANCE Page 12 of 12 rank Zuloaga, RRC Roofing Product Control Examiner 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE BUILDINii CODE COUPUANci C E METRO-DADE FLAMER RIMING 140 WEST FLAGLER STREET: SDITE1603 MIAMI, F1RORIWi 3313 .1SiS3 . (305).X:94901 FAX (305) PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -4339 GAF Materiab Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval oib Get F Conventional Built-Up Roof Systems for Wood Decks 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: Dynatech Engineering, Inc, Factory Mutual Research Corporation. and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2-40 and the standard conditions on page 41. This approval shall not be valid after the expiration data stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material ails 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 Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Approved: 11104/97 Acceptance No.: 97.0804.21 Revises No.: 95- 1003.03 Expires: 1 1 /04100 Jaul Rodriguez 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 Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Fl oti under the conditions set forth above. , !! Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County t?/ Item's mail address: postmasterebuildingeodeonline .com Homapage: ht tpllwww.buiidingeodsonilne•eonr s. • PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: GAF Materials Corporation Product Control No.: 97 -0804.21 136! Alps Road Wayne, NJ 07470 Approval Date: November 4,1997 Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 Product Coatnoi Na 9 7- 0804.21 . 4.011 • 'irt.l Expiration Date: November 4, 2000 Zuloaga, Roofing Product Control Examiner System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -41 1. t' Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool • Maximum Design Pressure Material Design Pressure Wood -75psf Maximum Fire Classification Material Classification Wood Class'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Roofing Product Control mina Deck Type 1: Deck Description: System Type A( All General and Syste Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated New Construction or Reroof "/ or greater plywood or wood plank decks Base sheet mechanically fastened. m Limitations shall apply. FGLAS #80 Ultima Base Sheet, GAFGLAS PLY 40, ' G w LY 6®, GAFGLAS FlexPly, GAFGLAS STRATAVENTO Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1' /." tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. GL wo o three p of GAF�GLAS® PLY ' .. AFGLAS FlexPly 6 or ASS PLY 6' p y s - • in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq.. (Optional) One pi mopping of approved asp Ibslsq.. • • 1• _ • of GAFGLAS® Mineral Surfaced Cap Shee dhered in a full and at a rate of 20-40 (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal /sq.. 2. Asphalt flood coat at an application rate of 60 Ibslsq. t 20%: plus gravel or slag with an application rate of 400 Ibslsq. & 300 lbs.sq., respectively. -45 psi. (See General Limitation #7) 'A'. See General Limitation #2. 6 ":12 "; See General Limitation #3. N- B-3-G, N -B-3-C. N- B-3 -M, N- B-4 -G, N- B- 4 -G/P6, N- B-4-M, N- B- 4 -MIP6, N - B-4 N- B.4 -C/P6, N- B-5-C, N- B- 5 -C/PC, N- B-5-G, N- B- 5 -G/P6, N- B -5 -M, N- B- 5 -M/P6 - I _ zer'i Product No: 9T-0110421 Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105: :If F as tested is below 95 1bi a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Marto-Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto-Dade County Protocol PA 105 . 8c Roofing Application Standard PA 117. if the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex Ply' 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. Y•. Type X gypsum board is acceptable to be installed directly over the wood deck.. • • GENERAL LIMITATIONS All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 340I.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturez's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 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. Pages 3S of 4l uloaga, Roofing Product Control Examiner 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA I 1 I and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied 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. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro-Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. 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. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or hdhesive, which shall _ comply with provision of Roofing Application Standard PA 117. Product Control No: 97 -080421 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) Roofing Product Control 14 All standard panel sizes are acceptable for mechanical attachment. When applied ul approved asphalt, panel size shall be-fix 4' maximum. . ...::J .. ° ' 15 In re-covery/re-roofing applications, prior to the application, all existing roof surfaces usedras'a • ,�� .: bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA . fo _ :' .- . uplift resistance. Test pressures shall be calculated in compliance with the wi : ., requirements of Chapter 23 of the South Florida Building Code to the design pressure of the too£ ' :.:_ 16 in re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 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. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 40 of 4 t Product Control No: 97 -O804i2 u oaga. Roofing Product Control Examinee 214 ROOF COVERING MATERIALS (TENT) ROOFING SYSTEMS (TGFU)— Continued Surfacing "Gurgle* UA.85" Series 1 gaVeq or "Gscoflsx UMW" applied at 1.1/4 gaVaq (12 dry mist. . 42. Deck: NC Incline: 1/4 Foam: "Poly4so" or "Polvlso Special" with "Polyfoam 261" or "Polyfo.m 303 ", 1 in. min. Sue Coat: One or two applications "GacatI.x U8- 7060". applied at 1 gaVsq/epplication or 3 applications applied 1 -1/4 gaVsq/apdicetion (16-32 dry mita/. Surfacing: "Gacoflex UA-65" Series (various colon) applied 1 gaVsq (12 dry mast. 43. Dec1k NC Udine: 1/2 Foam: "Poly4so" or "Polydso Specter with "Polyfoam 251" or "Polyfoanr 303 ", 1 in, min. Base Coat One or two applications "Gacoflex UB- 7050", applied at 1 gal/aq/applieetion or 3 applications applied 1 -1/4 oaVsq/applicadgn (16-32 dry mile). as N ¢ Gacoflex UA-60 Series ( various colon) applied 1 g.Usq (15 dry mast_ 44. Deck: Incline: 2 Foam: "Poly -lso" or "Poly -lso Special" with "Potyfoem 251" ar "Polyfoam 303 ". 1 In. min. Base Coat "GacoSil S- 1000" applied at 1 pat /sq (10 dry mils). Surfacing: "Gacoflex S- 1000" applied at 1 gaVaq (10 dry mils). 45. Deck: NC Incline: 1 Foam: "Polyfoem 251" or "Polyfoam 303", any thickness. Surfacing: "Gecoflex Ure- Shield 7007 ", 40 dry mils. OAF MATERIALS CORP, WAYNE NJ 07470 R1308 (N) ASPHALT FELT SYSTEMS WITH NOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet (" GAFOLAS 475 Base Sheer) Is a suitable alternate for Type 61 asphalt glass fiber ply sheet (" GAFGLAS Ply 4" or " GAFGLAS Pry 61 In the Class A.13 or C roof systems indicated below. The roof deck may first be covered with a Type 02 asphalt gates mat base sheet " GAFGLAS Sys- tavern (Vent -Pty) perforated" or "GAFGLAS Stretevent (Vent•Pty) for mailable decks ". Perforated to be mopped and naiable to be mechanically attached granuls aide down. As an option Type 82 asphalt glass mat base sheet rGAFGI.AS #75 Base Sheet" or " GAFGLAS Stretavent (Vent -Ply) far neilable decks") may be subshuted for G1 asphalt glass fiber ply sheet (' GAFGLAS Ply 4" or " GAFGLAS Ply 0'1 u the nailed base pry in the following systems. Bottom ply or bass sheet may be solid mopped, spot mopped or mechanically fastened. Lkdess otherwise indicated. all insulations may be hot mopped or mechanically fastened " GAFGLAS Flashing" or "Ruberoid" may be used for fleshing in any of the Class A. 6 or C sys- tems listed below. When "partite" is referenced, the Includes "GAFTEMP Partite" or eny other UL Classified peat* Insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems list- ed. Structural cement fiber building units ere considered suitable to be included as a deck In the fol- lowing Class A. B or C system. listed over C -10/32 or NC. The use of gypsum board under any of the following Class A B or C Systems does not adversely effect the rating. The use of 1/2 kt. min gypsum board is an aoaeptabte alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. partite board and deck with rosin pa- per (pertits/rosin paper /polystyrene/partite) is a suitable alternate for isocyanurate board in the fol- lowing Clap A, B or C systems. isotherm 11 may be subetttutad for any isocyanurste insulation in any of the following Classifica- tions. CLASS A.13 soul C. Hot roofing asphalt for use with organic end glees feats or mod)flad bitumen membranes. Gass A 1. Deck: C -18/32 Inclines 3 Insulation (Optionalk One or more layers partite, wood fiber, glass fiber. isory.nurate, u►* thane, perlite /isocyenurate composite, perlite /urethane composite, wood fiber /Isocyenurete composite. phenolic. any thickness. Ply Sheet Three or more layers Type GI " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". hot mopped Surfacing: Gravel. 2. Deck: C-15/32 Mellow 2 Insulation tOptIonalk One or more layers partite, wood fiber, glass fiber, isocyanwats, ure- thane. perlit./laocyanurate composite, penes/urethane composite. wood fib.r/tsocyanurats composite phenolic, any thickness. Ply Sheet Three or more layers Typo 61 " GAFGLAS Pry 4" or "GAFGLAS Pty 6". Cap Shat One layer Typ. 03 " GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck NC Incline: 2 Inwlatbn (OptlaulI One or more layers partite, wood fiber. glue fiber. isooyanurate, au* thane, partite/ aocyanurate composite. partite/urethane composite. wood Sber/socyemuste composite. phenolic. 2 in. max. Ply Sheet Two or more layers Type 01 " GAFGLAS Ply 4" or "GAFGLAS fly B ". Cap Sheet One layer Type 09 " GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck NC Incline 1/2 Inaulsdoiu One or two layers "Isotherm R", 4 in. max, hot mopped. My Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C Inctineu 1 Slip Sheet (Optlarralt Rad rosin paper, nailed to deck. Baas Sheet One layer of Type 02 " GAFGLAS *76 Sae. Sheet' (may be nailed). Ply Sheet One or more layers of Type 01 " GAFGLAS Pry 4" or GAFGLAS Ply 8 ". Cap Shari One boar of Type 0-3 " GAFGLAS Mineral Surfaced Cap Sheet ". 0. Morn NC triclinic 3 Boa Sheet One layer of Type G2 " GAFGLAS *75 Baas Shpt ". Ply Sheet One or more *ere of Type GI " GAFGLAS Ply 4" er GAFGLAS Fly 6 ". Cap Mast One layer of Type 84 "GAFOI.AS Mineral Surfaced trap Shoot ". LOOK FOR MARK AN carload MIAMI SHORES VILLAGE, FLA. JOB ADDRESS i/ 7 /11(C `7 ,O N 949 INSPECTION TIME READY /9-• ' )( REMARKS• INSPECTOR DATE STATE OF FLORIDA, COUNTY OF DADE. j ss. MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT 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 Budding 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 iuilding 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 budding during progress of the work. 26 squares T 1�Y� �A �:i: .... ,19. -ZL Owner's Name and Address 1.Irs. Leonard. G. "TU$SbaU:'1 - No 1 ] 2&.._... Streeter. f'ia 92th 1St_ R egistered Architect and /or Engineer :... • .. ... ...... „- m.,-- ,. ..... Name and address of licensed contactor Lan_ a R f s . & Tile Co., Inc': 5'Z3 .i`l e ;I 71st !='ial_1i , )?1a s , Location and legal description of lot to be built on: 33150 Lot Block Subdivision Street and Number where work is to be done ...17 , .F, a.._ th ._: trirl reroof: Tear off ex stin.a roofi_ns, State work to be done and purpose of building (by floors) Co ...._:_.. Y,_ __......_...__.. tin ca 1 -30: felt to sheathini;,. o?) 1- 90.1b.._.slate with hot snha1_t ayE?.cover with a 1 afire.' of..._.at rd uhite. -- .caaert shingle file. and for no other purpose. New Building Remodeling Addition Repairs PT DQF No. of Stories 1 To be constructed of Kind of foundation Roof Covering....3.1.1.nI ae .... 4 Estimated Total cost of improvements $ ... . 7 J..a . 69 0 e 00 Amount of Permit 7200 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 for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does 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 contra rs or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspect: on the site work such u die notice or notices as arc required by the Act. The undersigned agrees to employ only such bco et be performe under this pennit, as are licensed by Miami Shores Village. r ii_ mss.. .. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 stated are . � V Permit No ..__-Iv ? ( Date 3 2 _ r ? ' � Re d, Sworn to and Subscribed before me. Disapproved �' Date.._..__ '.__�`__.._ ► '4 ' (�...._. � C� Notary Public, State of Florida (Signed) ... My Commission Expires to me well known, PLANNING BOARD _.._.... -.DATE Chairman Member .fernber Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after npproval has been obtained from the Planning Board. A re 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.