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ROOFING
.• PERMIT APPLICATION F • R MIAMI SHORES VILLAGE Date ,1, Job Address it A ) 5' 0 004 0 i Legal Description 1 I Historically Designated: Yes No Owner/Lessee / Tenant \l‘l Q \,‘...1.:-\ CA. NJA c S UAW ■4` Vkter Permit # Owners Address i (3 ‘ A Al' fitk fit Phone( O) ° V Contrac g Cm. i`D ( /'i Q, AI L j Address P4, \ � 5 C �.Yi Fi ) Qualifier C O A, \'0 SS# - Phone ) - j ) W 11 State # O t.{ 1 log Municipal # 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 1 O - ' �— t t o �. SCk JAVOI C1 \) CIVV �, ` ‘ \T.4.,"0/ . � Square Ft. goo � 9 . 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 installati 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 - lating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, PO • S, RO G and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify t all the foregoing informatio that • work will be done in compliance with all applicable trac . to do the work stated. laws regulating construction an g. Furthermore, I authorize the Signatui' 'q1f owner an ""\ Notary as to My Commis \on Expires: FEES: PERMIT 415. r Condo Presid- Date ,\‘.51Y PG Jose Dario Perez _° rh _ , Commission rt CC 770762 Expires AUG, 26, 2002 ,2 Condo Presiax- A S RADON C.C.F. NOTARY APPROVED: Zoning Building Mechanical Plumbing p G ® Jose Dario Perez Commission /# CC 770762 + 'fit Q Ex/ irG ' UG 2 02 rdre9r ' er -:: �, W ED 11- ?,.7 �( Date ATLANTIC BONDING C fip(', fires: Electrical BOND TOTAL DUE or Owner- Builder (4 _")„," . - lc( Date Engineering P NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 2(0 00A 01 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with CS Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. j } ti t AA )il N t1 1. Legal description of property and street address: 2. Description of improvement: \ o UkA kA,,' '5c \\ b��- \ sLo s' lot- q h Acu( ptv.�iu��� D.�5 Interest in property: Name and address of fee simple titleholder: 3. Owner(s) name and address: 4. Contractor's name and address: - - - � ` ■ Ql (›( OO ' NA Mn 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Sta)utes, Nodkiki.t 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: ( -' A,( Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sip ; ture of Owner Print Owners Name Sworn to and subs Notary Public Print Notary's Name My Commission Expires: day of , 19 4 . \ p0 PUB Jose Dario Perez e^ Commission # CC 770762 Expires AUG. 26, 2002 BONDED THEW OF F` .ATLANTIC BONDING CO.. INC. STATE OF7LORIDA COUNTY OF DAJE :.': <il;TiYCT :LrY. ^/ Mat Mir; Cs c, C(tra ce'lr,r o She ,fcc: fi'I d i:; if:.'a o ;iico on /'_ _ a dd � •. Of 6liih'Fo �T pi..:i,' ,. _95 Prepared by: \J+/ Address: ‘`it-10 A CIA S Cltur,r,lt (to - ) 01:1 129.01.52 1098 123.01 -78 9/98 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: 0 jc c- 9 1N lb A Job Address: ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof C-Re roofing ❑ Recovering ❑ Repair ❑ Maintenance ❑ (Asphalt/Fiberglass Shingles) Flat Roof Area (ft LO 0 Sloped Roof Area (ft 400 Total (ft 0 f Ivy \ cA 1 (Mortar- Adhesive Set Tile) Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASC 7 -88 table 1): Ft. A v Ft. V A Deck type: \A) u ATTACHMENT Fastener Type: i XA SPACING DETAIL 1 & 2 OOF HEIGHT AND SYSTEM DETAILS raw details as needed) S‘, a� Field: kQ Perimeter: `o Corner: t� Cj C ROOF PLAN Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -2 3 Ridge Ventilation? l 1 Deck type: MEAN HEIGHT ).>O° \4- S( z Underlayment: Insulation: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION '0 it o k(A \ � Fastener type & spacing: 1� S ILL'. Cap Sheet: Roof Covering: °S° b k QA-CA Drip edge: k-864-2Q. 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 (Pmax1: \). x X (Pmax2: ' x ?. (Pmax3: 101 x ?� (Aero ynamic Multiplier): (Aerodynamic Multiplier): (Aerod ©amic Multiplier): TILE CALCULATIONS ; ) a . 1 1 1 1 ) - M S =Mr r ? PCA: &e(P b�tl1 ) - M 3S = M ).fir PCA: LA,p 637 ) - M g : Sc. =M �� PCA: �d• o''E7RO-04DE PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 Your application for Product Approval of Altrrsa Tile Nail - On, Mortar Set or Adhesive Set One Piece "S" Tile Roofing Tile 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: 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 Applied Engineering, Inc. P a o wes 2 and the standard conditions on page 17. Thiz approval .i/iuii not uv rAiiU allCJ the expiration reserves the right to secure this product or material at time The Building Code Compliance Office e from a 'obsite control testing. If this product or material fails to perform in the a or manufacture Bui for g Compliance Office may revoke, modify, approved manner, the Building Co Building Compliance , or suspend the use of such product or material immediately. The Code Com liance Office reserves the right to revoke this approval, if it is requirements of the determine by the Bu' Code Compliance Office that this product or material fails to meet the requi Code. d Y Building South Florida Building The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 97- 0918.02 Renews 96- 1030.03 EXPIRES: 02/13/00 METROPOLITAN DADE COUNTY, FLORID METRO - DADE FLAGLER BUILDIN■ BUILDING CODE COMPLIANCE OFFIC; METRO - DADE FLAGLER BUILDINC 140 WEST FLAGLER STREET, SUITE 160: MIAMI, FLORIDA 33130 -156- (305; 375 -2301 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Division Supervisor THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval Compliance Office and approved by the conditions set forth above. APPROVED: 02/13/97 rnet mail address: postmaster Cbuildingcodeonline.com has been reviewed by the Metropolitan Dade County Building Code Building Code Committee to be us :, in trade County, F a under the 1 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County • Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Cateirorv: Prepared Roofing Sub - Catecorv: Tile Type: Nail- on/Mortar Set/Adhesive Set Sub -Tvoe: Clay System Description Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay cave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables I through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almir (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 Product Control No.: 97- 0918.02 Frank Zuloaaa Plans Examiner__Prnri „rr _ Approval Date: February 13. 1997 Expiration Date: February 13. 2000 Product Control No.: 97- 0918.02 7 Test Product Produce Dimensions Specifications Description Altusa One Piece "S" 1= 18 %" PA 112 High profile clay roof tile for direct Tile w = 10 %" deck or battened nail -on, mortar or 1/2" thick adhesive set applications. Head-lap min. 2% " Exposure max. 161/2" Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1= varies w = varies PA 112 Frank Zuloaga Plans Exam iner Drnrh,rt Cnntrni Product Control No.: 97- 0918.02 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS �� 1 ../' Test Product Product Dimensions Specifications Description Manufacturer #30 Felt N/A ASTM D 226 Saturated organic felt generic type 11 to be used as a nailed anchor sheet. #43 Coated Base Sheet Flashing Cement N/A ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment. Mineral Surface Cap N/A ASTM D 249 Mineral surfaced Sheet asphalt roll roofing for use as a top ply in a double ply underlayment system. Lenzinmex -ZB 140 59" x 164' roll PA 104 Single ply, nail -on Lenzing Underlayment 22 lbs /roll underlayment. Performance, Inc. with current PCA Rainproof I1 30" x 75' roll PA 104 Single ply, nail -on Protect -O -Wrap, Inc. 36" x 75' roll underlayment with 2" with current PCA or self - adhering top 60" x 75' roll edge. Ice and Water Shield 36" x 75' roll PA 103 Self - adhering W.R. Grace Co. underlayment for use with current PCA as a top ply in a two ply underlaymcnt system with Approved #30 or #43 as the base layer. Mopping Asphalt - N/A ASTM D 312 Asphalt for bonding a generic type 11I or IV mineral surface cap to a mech. attached base sheet in a double ply underlayment system. N/A ASTM D 4536 Cut back, asphalt generic based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Frank Zuloaea Plans Examiner, Product Control Division Product Control No.: 97- 0918.U2 generic generic Test Product Product Dimensions Specifications Description Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps min. 12 ga. with if," head min. 32 ga. min. 1'/ o.d. max. 2" o.d. Wood Battens vertical Wood Preservers 1" x 4 " tnctihttr+ t P - 2 horizontal min. I" x 4" for use with vertical battens or min. 1" x 2" for use alone PA 114 Appendix E PA 114 Appendix E Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Salt pressure treated or decay resistant lumber battens Hurricane Clip & Clips PA 114 Corrosion resistant Fasteners min. %," width Appendix E bronze. aluminum. min. 0.062" thick stainless steel. galvanized steel or Clip Fasteners plastic attachment min. 8d x 11/4" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on eave tiles. Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiterM ") designed for mortar Company, Inc. set roof tile with current PCA applications. Frank Zuloaga Plans Examiner, Product Control Divisinr Product Control No.: 97- 0918.02 generic generic generic generic Product Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140") Roof Tile Adhesive ( "Polypro® AH160 ") Valley Flashing Drip Edge Dimensions N/A N/A min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange ASTM A 525 Galvanized steel valley flashing Test Product Specifications Description PA 123 Prepared mortar mix designed for mortar set roof tile applications. See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. PA 11I Galvanized steel drip edge Frank Zuloaga Plans Examiner, Product Control QiLicinrL__ Product Control No.: 97- 0918.02 Manufacturer Quikrete Construction Products with current PCA Polyfoam Products, Inc. with current PCA generic generic TEST REPORTS Test Agency Test Identifier Test Name/Report Date Testwell Craig Laboratories Lab. #AAP -2 ASTM 1167 Oct. 1994 Consultants, Inc. Redland Tecbnologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 • Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111 PA IO2(A) The Center for Applied 94 -83 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94 -084 Static Uplift Testing Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 25- 7200 -1 Engineering, Inc. The Center for Applied Project No. 307025 , Engineering, Inc. Test #MDC -78 Static Uplift Testing PA 102 (Quick -Drive Screws. Battens) Wind Driven Rain PA 100 Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97- 0918.02 May 1994 Feb. 1995 Oct. 1994 Deck Type: Wood, Non - insulated Deck Description: New Construction 157 3:" or greater plywood or wood plank. SYSTEM A: Counter -Batten Application Slope Range: 2 ":12" to 7 " :12" SYSTEMS Product Control No.: 96- 1030.03 Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 " :12" and are optional for slopes of 4 " :12" to 7":12". For slopes exceeding 7 ":12", refer to System C. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 118. Vertical Battens: Install vertical battens in with compliance vith D PA i 18 t n comp ads County Application Standard Horizontal Battens: Install horizontal battens in compliance with Dade Standard PA 118. 18, County Application Roofing Tile: Install the in compliance with Dade County Application (See "Data for Attachment Calculations" included in this Approva PA 118. Ccrments: 1. For re -roof applications, ' plywood is an acceptable substrate. strafe. • SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction '1/2 2 ' or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 " :12" to 7 " :12" Note: System B is only acceptable in this slope range. For slopes less than 4 " :12 ", refer to System A. For slopes in excess of 7":12", refer to System C. Urziderlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 118. Install tile in compliance with Dade County (See "Data for Attachment Calculations" included Application this Approval.)r� o e l l g 1. For re -roof applications, '1/2 plywood is an acceptable substrate. Product Control No.: 96- 1030.03 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 4 2 " or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 " :12" and are optional for slopes of 4 ":12" to 7 " :12 ". For slopes less than 4":12", refer to System A. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 119. Horizontal Battens: Install horizontal battens in compliance with Dade County Application Standard PA 119. Roofing Tile: Product Control No.: 97 - 0918.02 Install tile in compliance with Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 'g /,_" plywood is an acceptable substrate. Frank Zuloaga PI,., 17: SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction ' or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 " :t2" Undcrlayment: Roofing Tile: Comments: Product Control No.: 97 - 09I8.02 P Note: System D is only acceptable in this slope range. For slopes in excess of 7 " :12 refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application (See "Data for Attachment Calculations" included in thisAppr al.) Standard PA 120. 1. For re -roof applications, 'g / plywood is an acceptable substrate. Frank Zuloaga DATA FOR ATTACHMENT CALCULATIONS 4.40 5.27 4.31 5.16 Product Control No.: 9 0918.02 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 102 Testing 4.20 5.03 4 (lR N/A Altusa 'S' Tile Battens Direct Deck 6.20 28.70 26.80 58.20 APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) from PA 102 and PA 102(A) Testing TILE APPROVED APPROVED PPLlCATION NAILS cra>rti..� 1. Ouik -Drive screws installed in two manufactured holes located 1 and 1 from the head of the tile. Altusa 'S' Tile Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Tile Tile Profile Application Mortar Set Adhesive Set Attachment Resistance 24.50 66.5 Frank Zuloa_a PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORIES Product Control No.: 97- 0918.02 _ BIRD STOP Product Control No.: 9 0918.02 GABLE -RAKE I S 1 I II II I I I 0010$00100000 PROFILE DRAWING APPROVED SCREW Z3 Dec. • Product Control No.: 9797_091 100'390d t C: S I 86. C d3S SYSTEM L1MITATIOIYS Product Control No.: 97-0913.02 I. The standard minimum roof pitch for Altusa "S" high profile tile shall comply withDade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. For nail -our 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 Dade County Protocol PA 115 or PA 127. Altusa "S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculationsfor 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 Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall 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 permits shall include ai completed Sectionll of the Uniform Building Permit, a copy of Almar USA'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. 8. The applicant shall retain the services ofa DadeCounty 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 Dade County Protocol PA 112. Appendix 'A'. 1 'd l£t£'oN 16 Pran4 71sInaoa ~~" S3IWV833 11NI Ad13831Nl' :l 8661 '£ 'd8S zee 39ed 2C :SI 86 C d3S • • Altusa Tile, Ai mar (USA), Inc. 6645 Northwest 77th Avenue. Miami Fl 33166 9. This Acceptance contains pages I through 17. END OF THIS ACCEPTANCE 17 Product Control No.: 97- 0918.02 ACCEPTANCE NO.: 97- 0918.02 APPROVED t February 13. 1997 EXPIRES : February 13, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIO 1. 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 it 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 ofa 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 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. 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 bb the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Frank Luloaea 'd l£P£' °N S3INV830 11NI 013831NI'ontrolldl£;l 8661 1 'deS P RODUCT CONTROL NOTICE OF ACCEPTANCE CAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Conventional Built-Up RoofSystents jor Wood Decks under Chapter 8 of the Metropolitan Dade County Construction, and completely described in the plans, pecificcain governing the use of Alternate Materials and Types of and calculations as Dynatech Engineering, Inc, Factory Mutual Rerearch Corporation, and Underwriters it submitted or has been recommended for acceptance by the Building Code Compliance Office to has been the recommended conditions set forth on pages 2-40 and the standard conditions o derwreers Laboratories, Dade Inc on paused in Dade Co County, Florida n page 41. _ This approval shall not be valid after the expiration date stated below. The Building Code Compliance reserves the right to secure this product or material at any time from a jobsite or al control testing. If this manufacturer's plant for r quality , Office may revoke, product or material fails to perform Building in the approved manner, the Bg B modify, or suspend the use of such T e Building Code Compliance Compliance Office reserves the right to revoke this a pproval Office that this product or material right fails to r the requirements of the Building Code Compliance Office that this meet P if it f it i is determined by the Building material immediately. in e Th product or material fails to meet the requirements of the South Florida Buildin C 5 Code Compliance The expense of such testing will be incurred by the manufacturer, g ode. Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 proved: 11/04/97 ass: 1 METROPOLITAN DADE COUNTY FLORIDA METRO -DADE FLAGLER . BUILDING BUILDING CODE COMPLIANCE OFFI METRO -DADE FLAGLER BUILDING 140 WEST FLAGLi:R STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the under the Metro slit Compliance Office and approved by the Building Code Committee to be used i n an d e C Coun onditions set forth above. County Building Code Dade County, Flori�.� Charles Danger. P.E. Director Building Code Compliance D Metropolitan Dade County A Iicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Sub o rv• TIRE _ Su=y e. PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System Built -up Roofing Conventional Fiberglass S stem Description GAF Materials Corporation, a manufacturer of commercial produces a wide range of roof products for built-up roofing pr d c e s a wide ply it men roofing for more ts a d years, P y modified systems to meet the demands for multi-ply SBS ofd s d; ystems. In addition, provides warranted systems over various insulated and non-insulated substrates, copies of which can be obtained from GAF and Specifications" manual published a can a in the "GgFGLAS Built-Up Roofing Application and GAF roof system assemblies have been extensively tossed at Factory Underwriters Laboratories and have been tested in compliance with Uncle Building al Mutual Research Corporation and Code. Specific classifications for assemblies are listed l in thequ're current . the Roofing rth Material Directory and the current Factory Mutual Approval Guide. urre U.L. U, Material l GAF Materials Corporation products are distributed throw h distributors throughout the South Florida area. 8 a wide network of roofing o wholesale For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -4 1 Contact: W illiam J. Woodring Director of Technical Services (973) 628 - 4134 Page 2 of 4 I Product Control No.: 9797 -080 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 rank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.21 Insulation Tv es: Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Material Classification Product Control No: 97 0804.21 Wood Class 'A' Note: Fire classifications and maximum design S pressures do not reference all assemblies over all deck types. Review system listings for design Materials Directory for Fire Classifications.ressures and the Underwriters Laboratories Roofing Page 3 of- ea. Rooting Product Control Exam ,;ir RUBEROID® Modified Bitumen Flashing Cement Jctblack Premium Flashing Cement GAFGLAS® 175 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® ' AFGLAS Flex iyTM 6 Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement AFGLAS Ply 4® 5 sq. roll TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 5 gallons S gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll Test Dimensions S ecification 5, 55 gallons 60 Ib. ba 5 gallons 1, 5 gallons 1, 5 gallons ASTM D 460 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D 2178 Page 4or41 Product Control No: 97- 0804.21 Product Descri ption ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1 863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing ASTM 1227 applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4586 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 1 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type'vl asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt o oozing Product Contro RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GA FTEMP® Isotherm R Tapered GA FTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm various RN Tapered GAFTEMP Isotherm RN various GA FTEMP® Composite • GAFGLAS® STRATA VENT Mailable Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATA VENT® Perforated GAFGLAS® Flashing various 69 Ib. roll various various v various Test Product Dimensions Specification Description 76 lb. roll ASTM D 3909 Asphalt coated B lass fiber mat cap sheet surfaced with mineral granules. 60 lb. roll various ASTM D 4897 D 3672 Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 489 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. ASTM D4601, Premium glass fiber reinforced SBS- Type 1I, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered P olyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Page: of »I Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insul .a Rooting Product Control xam Product Control No: 97- 0804.21 Tapered GAFTEMP® Composite GA FTEMP® Composite A Product Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GA FTEMP® Permalite® GAFTEItJIP Recover Board GA FTEMP® High Density various Fiberboard GA FTITE ® 12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP various various 1 /2" thick Test Dimensions S eciftcation various various various various various PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. P olyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. PA 110 Perlite insulation board. PA 110 Perlite recover board PA 110 High density wood fiberboard insulation. PA 114 PA 114 Product Description Insulation fastener for steel and plywood decks. Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE F metal and plastic plates. Fasteners and Page 6 of 41 oozing Product Control Product Control No: 97- 0804.21 xam Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 %" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth 1 sq. roll 87 lbs. RUBEROID® TORCH Granule 1 sq. roll 102 lbs. 3 "and3 %" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. I sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. Page 7 of 41 PA 114 oozing Product Control Exarnrner Product Control No: 97- 0804.21 Test Product Dimensions Speeiftcation Des�p`n PA 114 Base sheet fastening assembly. Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum lightweight insulating concrete decks. and PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. 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 smooth surfaced. ASTM D 5147 Nonwoven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat co:ted with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non-Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 30 RUBEROID ®30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion Product 5 gallons RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up 100 Ib. cartons, Roofing Asphalt bulk :UBEROID MOD asphalt 60 Ib. kegs Dimensions '/. sq. roll ASTM D 5I47 93 lbs. :sq. roll ASTM D 5147 90 lbs. 1 sq. roll 92 lbs. ASTM D 5147 ASTM D 5147 lsq. roll ASTM D 5147 101 lbs. Po w fo 1 sq. roll 92 lbs. PA I00(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type 1 ASTM D312, Types 1, 11, 111 and 1V Paee SEBS modified asphalt Roofing Product Control Examiner Product Control No: 97 -0804.21 Test Product S ecification Des� �on Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforce with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with lymer modified asphalt and surfaced ith aluminum, copper or stainless steel il. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 Woven fiberg Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Mon- fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt GAFTEMP Composite A GAFTEMP Composite N Product RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P GAFTEMP Tapered Composite A GAFTEMP Tapered Composite N GAFTEMP Tapered Isotherm R GA FTEMP Tapered Isotherm RA GA FTEMP Tapered isotherm RN GA FTEMP GA FCA NTT" GAFTEMP GAFEDGETM Tapered Edge Strip GA FTEMP PERMALITE® Tapered Roof Insulation GA F TEMP Recover 1/2" thick, Board Various sizes ;hingle_MaterM 4 sq. roll 'nderlayment 30 lbs. Test Dimensions S ecification Product Description SEBS modified asphalt 60 lb. kegs 60 lb. kegs Various Various Various Various Various Various Various Various Various Various PA 110 Polyisocyanurate /wood fiberboard composite PA 110 PA 110 PA 110 PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board PA 110 Perlite board Page 9of41 SEBS modified asphalt Tapered Polyisocyanurate/wood fiberboard composite Polyisocyanurate/wood fiberboard composite Tapered Polyisocvanurate/wood fiberboard composite Fiberglass reinforced shingle underlayment . Product Control No: 97- 0804.21 Rooting Product Control Examiner Page 10 of 4 l oaga, Roofing Product Control Examiner Product xa nine- Product Control No: 97- 0804.21 4 P roduct Test Product Dimensions Specification Description GA FTI?'E® ASAP 500 per bo.c PA 114 Pre-assembled fastener and metal and plastic plates TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Product Test Dimensions S ecification Pyrox ACFoam 1 ACFoam 11 various various various Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation Hy- Therm Nail -line various Hy-Therm SP various PA 110 P olyisocyanurate foam insulation. Hy-Therm AP various PA 110 Polyisocyanurate foam insulation Hy -Therm Stable R various PA 110 Polyisocyanurate foam ins:�lation Hy-Therm White various PA 110 Polyisocyanurate foam insulation Anchorbond Fastener Dekfast Fasteners X14 ?ekfast Hex Plate 27/8 " 3 1/4" PA 110 P olyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 PA 114 Insulation fastener for steel and concrete decks Galvalume hex stress plate. P2ge 1 1 of 41 .uioaga, Roofing Product Control Examiner Product Control No: 97-0804.21 Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) EPS a roofing Nails Test Product Product Dimensions Specification D escrip tion Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene Yp pylene locking plate. Dekfast Fasteners #I4 Dek fast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer various High Density Wood various Fiberboard Petite /Urethane Composite Perlite Insulation Polyethylene Red Rosin various various 4 mil min. various Minimum 12 PA 110 Polyisocyanurate / perlite ridged insulation ASTM D 312 Type III or IV Hot asphlat bitutmin adhesive ASTM D 41 Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wc; fiber insulation board PA 110 Perlite / urethane composite board insulation PA 110 PA 114 Insulation fasteners for concrete decks Construction Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel and wood decks. Construction Fasteners Inc. (with current PCA) Perlite insulation board Vapor barrier / Air barrier 11osin paper for barrier laver on wood decks PA 114 Corrosion resistant annular ring shank nails Page 12 of 41 Product Control No: 97- 0804.21 Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic generic generic generic generic generic aga, Rooting Product Control Examiner Manufacturer ' Product Tin Caps MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate 1S0 95+ E'NRG'Y -2 ISORoc various various various Olympic Standard 3" round 3" round Test Dimensions S ecific Min. 32 ga. x 1' various PA 114 PA 114 PA 110 PA 110 PA 110 PA 114 PA 121 Aluminum roof coating PA 110 PA 114 PA 114 PA 114 PA 114 Polyisocyanurate foam insulation Polyisocyanurate foam / tockwool composite insulation 3" round galtalume AZ55 steel plate Page l3 or Product Description Corrosion resistant circular discs. Gypsum insulation board. Insulation fastener for steel or wood decks Insulation fastener steel, wood or concrete decks Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Po;yulefin plastic plate Polyisocyanurate foam insulation Product Control No: 97 0804 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympi Manufacturing Group, Inc. (with current PCA) Roofing Product Control Examiner Olympi Polypropylene Olympic Fastener #12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board various Paroc Cap Board various Multi -Max various Multi -Max FA Test Produ Dimensions Se c tion Product Description Olympic Fastener #14 various PA 110 PA 110 PA 114 Insulation fastener 3.25" round PA 114 Polypropylene plastic plate PA 114 Insulation fastener PA 114 Pre - assembled Insulation fastener and plate PA 114 PA 114 Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate PA 110 Rockwool insulation PA 110 Rockwool insulation Poly isocyanurate foam insulation Polyisocyanurate foam insulation Page 14 of41 Product Control No: 97 0804.21 Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens Corning Fibergla Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Roofing Product Control Examiner Manufacturer Olympi Manufacturing Group, Inc. (with current PCA) UltraGard Insul -Fixx Fastener tnsul -Fixx P Rawl Fasteners #12 Rawl Fasteners #14 Product Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate 3" round Super Prep 11 Tru -Fast DL 3" round 2" round 3" round Test Dimensions Specification various PA 114 PA 114 Product Description PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate PA 114 Insulation fastener for steel and wood decks PA 114 PA 121 Roof coating • Pap: 15of41 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZSS stcri plate 3" round galvalume AZ» steel plate for use with Rawlite fasteners ru -Fast Plastic 3.04" round n PA 114 3.04" round polyethylene late P .lene plastic plate Insulation fastener for steel. Tru -Fast or wood (with current PCA) • oaga, Roofing Product Control Examiner Product Control No: 97 -0804.21 Tru -Fast (with current PCA) Manufacturer Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. - (with current PCA) Thermo - Materials. Inc. (with current PCA) Product Tru -Fast MP -3 Tru-Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck • various Test Dimensions S ecification 3.23" round PA 114 PA 114 PA 114 Page 16 of =1 Product De_ scription 3.2.3" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks PA 114 Insulation fastener for use in steel or wood decks PA 114 Insulation fastener for use in steel or wood decks PA 110 High density wood fiber Product Control No: 97- 0804.21 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru - Fast . (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) aga, Roofing Product Control Examiner Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corp. Underwriters Laboratories, Inc. Current Insulation Attachment Requirements FMRC 1996 01.01.96 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 -PA 114 Wind Uplift FMRC 4470 -PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift, FMRC 44701 PA 114 Fire Resistance Classification UI, 790 - PA 114 J.I. OT4A 1.AM 08.26.92 J.I. 1 V8A4.AM J.I. 1R1A6.AM J.1. 0T2Q4,AM J.1. 0Q6A6.AM 06.28.93 11.15.91 10.17.91 07.16.91 J.I. 3X3A2.AM !.1. 0Y9Q5.AM 1.1. I®9A8.AM R1306, 87NK11819 08.02.94 07.29.94 01.01.93 #3600.02.95 -1 02.02.95 Test Atiencv /Identifier Factory Mutual Research Corporation Dynatech Engineering Corporation Wind Uplift PA 114 Wind Uplift PA 114 # - 1 Report 02.02.95 Date I Dynatech Engineering Corporation TEST REPORTS Page 17 of 4 1 a. Roofing Product Control Examiner Product Control No: 97- 0804.21 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: ' / or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Product Control No: 97 0804.21 GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIy, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / 8 " 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. Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FIexPIy 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (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 lbs. /sq. ± 20 %; plus gravel or slag with an application rats of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf. (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 -M /P6, N- B-4 -C, 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 Page 21 of 41 • ga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto-Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -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. Whe applied in hot asphalt, maximum panel size shall be 4' x 4'. When panels are a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force 275 Ibf. as tested in compliance with Merto-Dade County Protocol PA 105 & R F') of Application Standard PA 117. If the fastener value, as field tested, are b 275 a attachment shall not be acceptable. 751bf. insulation ation 3 A slip sheet is required with Ply 4® Flex Ply' 6 and Ply 6® when used as bate nr anchor sheet. a mechanically fastened 4. 1 Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 Product Control No: 97 -0804.21 oaga, Roofing Product Control Examiner GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type 9 approved by applicant. YPe IV requirements, and 2 Fire ratings are determined by a combination of slope, deck type and assembly. current Underwriters Roofing Materials Directory or other fire testing data sted in e testing. file. Fire ratings shall be in strict compliance with Sections 3401.5 in toe the South Florida Building Code. and 3401.6 of 3 Maximum slope range shall v Laboratories Roofin Ma terial�Directo each system; consult current g ry and manufacturer's speci specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on l ciosed celI foam insulaiions when the base sheet is fully mopped. If no recove appli over used, install one layer of GAFGLASS STRATAV1rNT Perforated, laid ry board t may be applied using spot mopping with approved asphalt, 12" diameter rcl base shee or strip mopped 8" ribbons in three rows, one at each sidelap es, 24" o. o the sheet allowing a continuous area of ventilation. P and one down the center of acceptable. A 6" break shall be placed every I2' in each ribbon alb of the strips is not Asphalt application of either system shall be at a minimum rate of 12 cross ventilation. attached systems shall be limited to a maximum design of s Note: f. STRATA VENT Perforated is used over approved isocyanurate foam n insulation, n, the maximu design pressur is limited to —6OpsG sulatio the 5 All work shall be performed by a contractor licensed to do roofing work in M County. Contractor shall be familiar with the details and specifications ublished by a t e manufacturer, and the requirements of the SFBC. publish by the 6 The submission of system specifications and details shall accom Building Code Permit. This information is available in the u pany the Section II 'System Description' of this Product Control Approval. P blications listed in the documents, as well as the proper application and installation of all materials s of these sole responsibility of the contractor. !s shall be the Page 38 of 41 rangy Zuloaga, Rooting Product Control Examiner Product Control No: 97 -0804.21 Product Control No: 97 -0304.21 Perimeter and corner areas shall comply with the enhanced uplift pressure of these as calculated in compliance with Chapter 23 of the South Florida Building Code. Fas ten er densities shall be increase for both insulation and base sheet as needed calculated in compliance e with Metro - Dade County Roofing Application Standard PA 117. (When this limitation specifically referred within this NOA, General Limitation #20 will not be applicable.) PP le.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing term designs shall conform with Metro -Dade County Roofing Application Standard t 1 I and the wind load requirements of Chapter 23 of the South Florida Building Code. A 11 9 Flashings shall be installed according to the manufacturers standard details, and applied in cold application adhesive, approved asphalt or may be applied in on may be with an approved torch applied modified bitumen membrane. Specific details Junction by the manufacturer, shall be submitted with the Section II Permit A licatio , approved shall comply with the provision of the South Florida Building Code. pp n• All details 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic (F') value as tested in compliance with Metro-Dade County Protocol PA 105. If Force fastener values as tested are below those listed in the System Limitations, a professional engineer the submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro may Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 agile South Florida Building Code and Roofing Ali PA 117. Application Standard 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as fie are below 275 lbf. insulation attachment shall not be acceptable. d tested, 12 Asphalt moppings shall be with applied with approved asphalt and shall be in y with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containersa r bulk tickets shall indicate an EVT, finished blowing temperature (FBT) or types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the Sou halt 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 lavers shall be adhered - hered 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 co application procedures of insulation panels in approved asphalt or adhesive, which correct comply with provision of Roofing Application Standard PA 117. shall Page 39 of 41 Rooting Product Control xam�,,.. 14 All standard panel sizes are acceptable for mechanical attachment. approved asphalt, panel size shall be 4' x 4' When applied in maximum. 15 to re covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro - Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in com li Section 3401.10(m), (n) of the South Florida Building Code. P ance with 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 ro Pnetary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating roofing assembly to obtain the required fire rating. The assembly shall be installed in each strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. g 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, comers). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers, and comers). (When this limitation is specifically referred within this NOA, General Limitation ##7 will not be applicable.) d Page 40 of 41 Product Control No: 97- 0804.21 oaga, Rooting Product Control Examiner � •4 Product Control No: 97 -0804.21 GAF Materials Corporation 1361 Alps Road ACCEPTANCE NO.: 97 -0804.21 Wayne, NJ 07470 APPROVED : November 4, 1997 EXPIRES : November 4, 2000 1 Renewal of this Acceptance (approval) shall e c o onsidered after STANDARD CONDITIONS original submitted documentation, including test su data, engineering documents, are n filed ler th an the e eight (8) years. than 2 Any and all approved products shall be permanently labeled with the manufacturer's name following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. Y crtY. state' and the 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 the product is not in compliance with the code changes; product and 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 r �' ' correct installation of the product; • rrements of this acceptance, i_ncludin�che_ d) The engineer who originally prepared, signed and sealed the required documentation in' is no longer practicing the engineering profession. rtrally submitted, 4 Any revision or change in the materials, use, and/or manufacture of the product or process s hall automatically ( be cause for termination of this Acceptance, unless prior written approval has been requested th rough the filing ofa revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acr.epianC 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 Metro -Dade County, Florida. and fol expiration date may be displayed in advertising literature. If an low e e s the displayed, then it shall be done in its entirety. Y Portion of the Notice of Acceptance is 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 Acceptance. removal of 9 This Acceptance contains pages 1 through 41 END OF THIS ACCEPTANCE Page 41 of 41 oaga, Roofing Product Control Examiner y• ..., -s 1.11.1 ,uru continued -the gypsuua board ar:d nverlayment board are offset 6 in. with the oints in the ddeck. yf polystyrene stvr n is Fart of the roof system, it must be placed below the Also, multiple plies of " GAFGLAS Ply 4' or "Ply 6" may be adhered to "DensaDck" in hot asphalt ' Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systeMS. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet (" GAFGLAS 1175 Base Sheet" or " GAFGLAS no Premimum Base Sheet") is . a suitable alternate for Type GI asphalt glass fiber ply sheet ( GAFGLAS Ply 4 or " GAFGLAS Ply 6") in the Class A, 8 or C roof systems inddicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stratavent (Vent -Ply) perforated" or " GAFGLAS Stratavent (Vent -Ply) for nailable decks". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet " GAFGLAS 1175 Base Sheet', ' GAFGLAS 1180 Premium Base Sheet" or " GAFGLAS S tratavent (Vent -Ply) for nailable decks') may be substituted for 61 asphalt glass fiber ply sheet CGAFGLAS Ply.4' or " GAFGLAS Ply 6') as the nailed base ply in the following systems. fiBodottom ply or base sheet may be solid mopped, spot mopped or mechanically Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. ' GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A. 8 or C systems listed below. When " pertite is referenced, this includes 'GAFTEMP PERMALITEe" or any other UL Classified perlite :nsuiation. Gushed stone or slag are suitable alternates for gravel in any of the Class A, 8 or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following pass A. 8 or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following lass A, 8 or C s does not adversely effect the rating The use of 1/2 in. m gypsum board in ysrd i s an acceacceptable alternate for insulation over C -15/32 decks. is The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (pertite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. Composite EM A' may RA', 'GAFTEMP Tapered Isotherm RA' and "GAFTEMP following may be substituted for any rso; yanurate insulation in any of the Tnrmbuu� ssifications. Systems "Pena Mop' may n be utilized with any of the following "Asphalt Felt with Not Roofing Asphalt'. systems. s 1180 Premium Base Sheet may be used in any of the following Mot r oofing asphalt, for U o organic and glass felts or modified bitumen membranes. I. D C -15/32 Class A In sulation ( lation ® Incline: fibet su ptional): One or more layers perlite, wood fiber. glass urethane isocyanurate, urethane. perlite / isocyanurate composite. perlite/ Urick com posite. wood fiber/isocyanurate composite, phenolic, any 6 y Shy Three or more layers Type GI " GAFGLAS Ply 4" or " GAFGLAS Ply hot moppe /32 GraveL Vtion Incline: 2 a fits (Optional): One or more layers perlite, wood fiber. glass rsocyanurae, urethane, pertie / isocyanurae composite, perlite/ tick ne co mpose. wood fiber / isocyanurate composite, phenolic, any 6'r Sheet Three or more layers T " " Ye Type GI " GAFGLAS Ply 4 or GAFGLAS Ply wet . Sheet One layer Type\G3 " GAFGLAS Mineral Surfaced tap Sheet". Incline: 2 Latt (Qpttonal): One or more layers perlite, wood fiber, glass roetly� isocyanurate, urethane, perlite /isocyanurate composite, perlite/ fit. e, wood fiber /iso cyanuraU composite, phenolic. 2 in. �l�r P , Sheet Two or more layers Type G1 "GAFG Ply 4" or " GAFGLAS Ply � � rT �uon:0 Inds 1/2 Sil eet it 0 laye Type G3 GAFGLAS Mineral Surfaced Cap Sheet". ne or two layers 'Isotherm R', 4 in. max, hot mopped. 1. 2. 1. Deck: NC Insulation fiber, 2 in. Ply Sheet Ply 6 ". Surfacing: gaUsq- LOOK FOR MARK ON PRODUCT ROOFING SYSTEMS (TGFU) —. Continued Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fit mat system. 5. Della C -15/32 Indine: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 " GAFGLAS 1175 Base Sheet" (ma t nailed). Pty Sheet One or more layers of Typv :.1 " GAFGLAS Ply 4' or GAFGLAS PI 6 ". Cap Sheet One layer of Type G-3 " GAFGLAS Mineral Surfaced Cap Sheet" 6. Dada NC Incline: 3 Base Sheet One layer of Type 62 " GAFGLAS 1175 Base Shut". 6 " Ply Sheet One or more layers of Type 61 " GAFGLAS Ply 4' or GAFGLAS Ply . Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 7. Della 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 G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granue), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Della C -15/32 Insulation Incline: (Optional): One or more layers pedie, wood fiber, glass fiber, isocyanurate, urethane, pertie/isocyanurae coposie, pertite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more Layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), " Ruberord Torch pPlu (granule), "kuoeroid Mop" (smooth or granule) or Mop ( granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. I. Della C -15/32 Clue 8 Insulation 0 Incline: 3 -1/2 fiber, to (ptional): One or more Layers perlite, wood fiber, glass isocyanurate, urethane, perlite / isocyanurae composite, pertite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply 6" Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C -15/32 Incline: 3 -1 /2 Insulation (Optional): One or more layers perlite, wood fiber, glass Cber, isocyanurate, urethane, perlite / isocyanurate composite, pertite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type Gl. G2 or G3. Membrane: One or more layers of "Ruberoid Torch' (smooth or granule), orch "Ruberoid T o p Plus" (granule). "Ruberoid Mop" (smooth or granule) or Cap Sheet " Ca) Sheet", hot mopped. Dada C -15/32 Class C Insulation Incline: 1/2 (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, pertie/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type GI " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR 1. Della C -15/32 C A Insulation Q Incline: 1/2 fiber, isocyanurate. ur rti ee /is to e composite, pertite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Pty Sheet Three or more layers of Type 61 " GAFGLAS Ply 4' or " GAFGLAS Ply 6 ", hot mopped with coat tar bitumen. Surfacing: Gravel COMBINATION HOT AND COLD SYSTEMS CLass A (Optional): One or more (a ndine: 2 max. yers perlite, wood fiber or glass Three or more layers of Type GI ' GAFGLAS Ply 4' or " GAFGLAS Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 LG ENGINEERING SERVICES, INC. Consulting Engineers North Office: 7370 N.W. 36th Street Suite 374 Miami, Florida 33166 Tel: (305) 994 -8128 Fax: (305) 994 -8135 Lowery Tiger and Son Roofing Co. c/o Orlando Nunez 7526 Northwest 70 Street Miami, Florida 33166 Project: Dear Sirs: South Office: 13380 S.W. 131 Street Suite 120 Miami, Florida 33186 TILE UPLIET TEST Schuartz Residence Miami Shores, Florida Q d 1y qt T Information provided by client: Permit Number: 99 -44598 Date Completion: May 1, 1999 Roofing Contractor: Lowery Tiger and Son Roofing Co. LG Engineering Services, Inc. Project Number: LG99 - 0544 (Testing Laboratory Certificate # 95- 0607.05) E•N•GbN•E•E•R May 7, 1999 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 25 feet above ground surface. The type of tile used for this project was reported to be Altusa Clay 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 th the installation of the roof tile at the' above: referenced project meets the testrequireinent outlined in the above: mentioned protocol. Attached; please find a copy of our test report for your 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. TILE_UPLIETIEST Schuartz Residence 1115 Northeast 91 Street Miami Shores, Florida ohajad Sonny Sall h P.E. Project Manager Test Number Test Load (lbt7 Test Status 1C 35 Pass 2C 35 Pass 3C 35 Pass 4C 35 Pass 5C 35 Pass 6C 35 Pass 7C 35 Pass 8C 35 Pass 9C 35 Pass 10C 35 Pass 11P 35 Pass 12P 35 Pass 13P 35 Pass 14P 35 Pass 15P 35 Pass 16P 35 Pass 17P 35 Pass 18P 35 Pass 19P 35 Pass 20P 35 Pass 21F 35 Pass 22F 35 Pass 23F 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Schuartz Residence 1115 Northeast 91 Street Miami Shores, Florida Permit Number: 99 -44598 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Permit Number: 99- 44598, Page 1 Test Number Test Load (Ibf) Test Status 24F 35 Pass 25F 35 Pass 26F 35 Pass 27F 35 Pass 28F 35 Pass 29F 35 Pass 30F 35 Pass 31F 35 Pass 32F 35 Pass 33F 35 Pass 34F 35 Pass 35F 35 Pass 36F 35 Pass 37F 35 Pass 38F 35 Pass 39F 35 Pass 40F 35 Pass 41F 35 Pass 42F 35 Pass 43F 35 Pass 44F 35 Pass 45F 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Note:- C = Corner P = Perimeter F = Field area LG Engineering Services, Inc. -- Tile Uplift Test Result -- Permit Number: 99- 44598, Page 2 North 4 z' 14 9 (t (9 91 1 /(o t 11 9r ( , 9 c 9°1 14 i� C2.; w /. . / n ,h Approximate Test Location LG Engineering Services, Inc. -- Tile Uplift Test Result -- Permit Number: 99- 44598, Page 3 MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ ELECTRICAL ❑ Date -_� " PLUMBING ❑ PERMIT N° 10099 Contractor's 1 ROOFING License No. Owner of Building ❑ Work to be performed under this Permit t Architect Contractor 11 or Builder Z ' . t; _ ,..._ , , ! 0-e- r r i a l Legal Lot 1 Subdi- Description I 1 B1 vision Sq Ft Address of Value of /��_ ! I Amount of Building ! i / . r ! • c• 1 37 Project $ [ ' 11 Permit $ C} 1945 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 ht assume, respon sibility for work done by his agents, servants.or employees. r Signe 1 t;°^ - or . r s )\ , f.. • ilDISPECTOR) BY . In consideration of the issuance to me of this permit I agree,t'b perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings; statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work dog by either, myself, my agent, servant or employee. CONTRACTOR or BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder _ Legal Lot Description v Address of Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT Work to be performed under this Permit__ Bl. N° 5847 DATE Contractor's License No. _ • Subdi- vision Value of Project $ Amount of I : Permit $ BY AUTHORIT" Auger 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 he assumes respon- sibility for work done by his agents, servants or employees. Signed: :') " 4 4 - INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Snores Village. In ac cepting this permit I assume responsibility for all work done by either, myself, my urgent, servant or employed. MI °.MI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT PPLICATION FOR BUILDING PERMIT C . . t 7137 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other stru- ture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Villag Florida, and all provisions of the Law of the State of Flor•da 3 11 ord ;nances of Miami Shores Village ^nd all rules and regulations of the Building Division of Miam- Shores Village sh..11 be co :,plied with whether h.er_in specifie%. not. A cop• of aptroved plans and specifications must be kept at build.ng during progress of the work. _ 2 R ' Date. _ /( Owners Name and Address __ _/' C �/�. No.. f1 Registered Architect and /or Engineer_ Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block - -._ -- . -- Subdivision------ - -- -- - -- -- - --- -- f =_ J Street and Number where work is to be done i/ A State work to be done and purpose of building (by _ -'__ -- Disapproved (Signed) R Date Building Inspector o�> Street_ 7 7 . 7 1- _________ ______ ____ L - _ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of_______ _ ._ .._ Kind of foundation_h_„ Estimated Total cost of improvements $ Amount of Permit $ 0 Roof Covering 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 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. 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 stated are true. Permit No.___ __ _4. -._ - __ .__ Date 1 - a -- Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD - - - - - - - - - - - - - - - - - - - - - - - - - - -D A T E Chairman Member _- Member 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 appr: \,._1 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. MIAMI SHORES VILLAGE, FLA. No 6393 JOB ADDRESS /1 I � V I 1 ( , * `► INSPECTION L / � /-- � `! TIME READY / L - ` 0 6 / 3 41-4-' REMARKS • INSPECTOR DATE Owner's Name and Address APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT is, 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. Date cjc9 n1 e / D . 19 No ,1 11 S street_ Ai-t• 11 ST Regi 2ered Architect and /or Engineer Name and address of licensed contractor___ _ PC k ` �� H riJ r U2 oop:/v9 - 7320 /p/- f s? PO C� Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1 / 1 ____iii •& • 7l ' State work to be done and purpose of building (by floors) ()-x_622 6 1) - Q-- Y i 6 F¢; /1) /(r 7;`4-f and for no other purpose. New Building_-____ Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 7 ■ 4 .e Estimated Total cost of improvements $ D 0 Amount of Permit $ 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 5968, Compiled General Laws of Florida, Pennanent 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Gam /�� p ,- � Q � Remarks__ _ ( Signed) 0- % _ - /9 IP u4/: /Vy STATE OF FLORIDA, COUNTY OF DADE. 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 stated are true. Permit No Disapproved (Signed) Date Date - __ r Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector // My Commission Expires PLA+INING BOARD DATE Chairman Member Member _._____--- ....... 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 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. MIAMI SHORES VILLAGE 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 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. Date , IS Owner's Name and Address_. ' No Street Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ... <' State work to be done and purpose of building (by floors) /� and for no other purpose. New Building Remodeling. Addition Repairs No. of Stories . _ To be constructed of , <" i Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ la ° ` 2 Zone cubage required _Plan Cubage , Size of Building Lot - , Distance to next nearest building___ 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 rovisions 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 subcontractor on work t be performed under this permit, as are licensed by Miami Shores Village. — Remarks (Signed) _ [� ___ �� ( t % ) STATE OF FLORIDA, COUNTY OF DADE. Ss. 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 true. Permit No 4 2„ _ Date_ i. / -'7'I[ O Read, Sworn to and Subscribed before me. Disapproved ,� / --. - Date (Signed) A„, _ Building Inspecto My Commission Expires Chairman Member _.... Member . PLA NING BOARD DATE 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 approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. • to me well known, Notary Public, State of Florida MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTME T APPLICATION FOR BUILDING PERMIT Subdivision Date 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. , 19 , Owner's Name and Address No Street._ Registered Architect and/or Engineer Name and address of licensed contractor 7, .„. Location and legal description of lot to be built on: 2. • , Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) J 4Fao . Vi'boi and for no other purpose. New Building Remodeling Addition le Repairs No. of Stories To be constructed of. Kind of foundation frTer Roof Covering ,,t1 0 Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Y.-T ` 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 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. 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 stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member 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 approval has been obtained from the Planning Board. A re-inspection fee of 51.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and workmanship. o ; / `` OWNER'S NAME ' r4/E-AjrS &cc/ PRESENT ADDRESS ", , y ,, /NJ /S(E 9/k • 7 LICENSE NO. PHONE NO. JOB LOCATION (ST. OR VE.) r - LOT /.r $ e% /L ADDRESS 6. 'c• BLOCK — � f I 6.e f SUBDIVISION /°g 6 ca e PHONE NO. LICENSE NO. s.4 / //r s4. 6 ."/ 4 "`• �%` GENERAL CONTRACTOR r 3 , ���,s {�,c �. a e::,... BUILDING PERMIT NO. ..2-/ ® Cc, 9 DATE /'34. i �-- PERMIT FEE $ /o BUILDER'S BOND NO. DATE 40;0 %, © .4• 74.1 ✓Asv F ' /d' �r ZONE REQUIREMENTS CU. FT. PLAN CUBE 2 °47 .1 CU. FT. a. EST. COST S //0 DRAW NGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: ‘ DATA - 6, BUILDING PERMIT AND INSPECTION RECORD — MIAMI SHORES VILLAGE NEW CONSTRUCTION TYPE .8 5 STORIES esve ROOF CONSTRUCTION - IL, ," �� INTERIOR CONSTRUCTION fr..., lloo <i- ill 40, REPAIRS �1/- //' DESCRIPTION y� /,. 4 - , - , L. 'r /C-' WO" /P,, rk/AS,S 0d / " 46/ C L ��� / Ze,..e' e' DESCRIPTION ALTERATION trPt ADDITION pc-7 — a SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD "� ®� �l� /Vi J L�: Baltdl; �(� � or? m � µr� C. ���� S�0.1sv0 g ,] e ° ,� SUBMITTEq TO VILLAGE COUNCIL - it EMARKS / C� 716 0 1 .14 . 14.4$ e /4108Qd s °I7-�1 CERTIFICATE OF OCCUPANCY NO. 1j I SSUED BY � I i �/ �O C01 fA el DRAW NGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: ‘ DATA - 6, BUILDING PERMIT AND INSPECTION RECORD — MIAMI SHORES VILLAGE