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ROOFTest Location Uplift Pull Test (P or F Test Location Uplift Pull Test (P or Test Location Uplift Pull Test (P or F) 1 26 51 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 I 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 �1 Date Tested THIS R Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION f� Owner's Name: " / �� Permit #. Job Address 90 - ` fit/ e q ST—:4_, .1 Roofing Contractor: • Type of Tile: 0 .7. c ' e �C Date Installed . Z 2-629 Approximate Roof Height P I feet Roof Pitch Z Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof• g "a 9 0 ft' Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 4 -Z9 -2/ UBMI .a BY: 1 rge Du Quesne, it Engineer P. . #24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94-0318.01 TEST RESULTS P = PASS, F = FAIL UTR 17926 Environmental • Civil • Structural Building Inspection Services SKETCH OF ROOF IN BACK IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 108 SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES' $KETCH OF ROOF JOB Box /V. E . 19 S7'. , ,fit /- ,vii ' SHEET NO OF OF 2-. o CALCULATED BY T D DATE � � / , 0/ CHECKED BY DATE SCALE 1111■■■► ■ e��■ ■� ■� ■� ©»1111 ■ ■v■■■■ ■ ■■■ 11111111MIUM111111111.111011111111101AMPLIOMMIMMI111111 1111■■■ ■ ■!�[�J ■ ■� ■[�� ■L� ��fir /IIi�J 1111■■■■■ ■ ■ ■■ ■1111 ►J\ ■ ■ ■ ■!� ■ ■r■ r r7■■ ■ ■ ■■ ■■■■MI ■D ZEMENEMIMU ■ INISO1111■ ■ ■ ■■ ■ ■■■t� ■■ ■ ■� ■ ■�11 ■� ■ ■�►c� ■ ■� 1111■■■■■ ■iiiiCi Q �■07 i ■iE►IN�ii ■ ■ ■■ 1111■ ■■�i■ ■11■ ■■■ ■ ■■ ■ ■■i►►�■■■■■■■ ■ ■ ■ ■ ■MA] ■ ■G I1111 01111 ■IA■\\ ■ ■ ■ ■ ■ ■■ iIIiiiiiIiiIiiIiIh NOTES. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Datc ( " , Job Address 802 N. E. 99 Street Legal Description Historically Designated: Yes No Owner/Lessee / Tenant James Griffin Master Permit # �s� 9 Owner's Address 802 N.E. 99 Street Phone 305 - 759 -9232 Contracting Co. A.B. Martin Roofing Address 3680 N.W. 135 St Opa -Locka Qualifier A.B. Marti n Signs • / of owner and/or Condo • Date Notary as to • '4 and/or C My Commis . OFFICIAL N • Y SEAL JUDY CATALFINO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC924307 MY COMMISSION EXP. APR. 22 004 FEES: PERMIT RADON dent Date APPROVED: Zoning Buil Mechanical Plum SS# Tax Folio Phone 305 - 836 -2851 State # RC-0021590 Municipal # Competency # CC- 0 0 0 0 0 7 2 0 19ts. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Re- roofing US. N5 30 4 .3 a r,,� C Jai S . EG-vfk-0 - ( 1 o r th 1/ -, f ) ''le s % �- Square Ft. 3000 Estimated Cost (value) 10,200.00 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. Q e Th ' ' C■-s --\- >--: . f/ Si of Contractor or Owner- Builder Date FFICIAL NOT ' Y SEAL JUDY CATALFINO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC924307 MY COMMISSION EXP. APR. 22,2004 NOTARY — D BOND 3 Do Electrical Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: 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: 802 N . E . 99 Street 2. Description of improvement: 3. Owner(t) name and address: Interest in property: Re- Roofing Fee Simple Name and address of fee simple titleholder: 4. Contractor's name and address: A•B• Martin Roofing, Inc. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: James Griffin 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as p 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 i Section 713.13(1)(b), Florida Statutes. 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 d is specified) 802 N.E. 99 Street Miami Shores, FL 33138 3680 N.W. 135 Street Opa Locke, Florida 33054 Signat of Owner '"�'� Print Owner's Name V 1S 6 /ff Sworn to and subscribed before me this Jam' day of ._12Y2, 20 6 / . i �W Ili. 1 Notary Public sn�.. �,. ►;r+�;w °!r;�.? +;� • Print Notary's Name My Commission Expires SATE OF FLORIDA, COUNTY OF DADE H`IEREI3V CERTIFY that this is a true c or the cr g,nal filed in this office on / /�� day of #472—G-IC , AD20fJ L m hand and Official Seal. i 1ARVE 00 ,+ RK, of Cif • and County Courts By �� U.C. Prepared by M Hidalg ovided Address: 3680 N.W. 125 5 St Opa— Locka, rfPL 33054 rc- OF P=vi: iO3 COLI .:=ON PAGE LOU-TIC:I' -- - 2,049 I BY: As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. JO/ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) . Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. D .)4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. S. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. jt,'7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 0 . The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Owner/Agent's Signature 123.01.12 PAGE 2 7/99 Date Contractor's Signature Contractor's Name: A . B . MARTIN ROOFING Job Address: 8a o2 ArE 9? �Lt' ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof ROOF CATEGORY ❑ (Nail -On Tile) ®, (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE Re- roofing Cl Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 9.sd Sloped Roof Area (ft 0205 Total (ft —50 Master Permit No. Exposure category (per ASCE 7 -88): C- Building Classification category (per ASCE 7 -88 table 1): Ft. Ft. (Draw details as needed) k o p Riie (Fi2) 3 x Deck type: 3TRl P ripe 6-/ 7.s ATTACHMENT Fastener Type: / X / /I -S i /0 -/ ROOF HEIGHT AND SYSTEM DETAILS SPACING Field: 6 V62 Perimeter: d' Corner44 DETAIL 1 & 2 ate ROOF PLAN S E N �.L 123.01 -78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Vei lation? Ar ft P1EAN HEIGHT / g Deck type: nderlayinent: Insulation: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION tkr ft-f Fastener type & spacing: 1 4. 1 " Cap Sheet: Roof - / Covering: A114 /-� L-T S A CL 4 Drip edge: 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 (Pmaxl:7Q,3 x X (Aerodynamic Multiplier)D•c275 - (Pmax2: /02/ x X (Aerodynamic Multiplier): 6 e9 - (Pmax3: /ti/ x X (Aero dynamic Multiplier): e• ;74 - TILE CALCULATIONS M 5 3.= M /4. 4( M = M PCA:tiolo •S M = M I.97 PCA: tjplo - Page -2 • MIAMI -DADE ffigal PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1102.04 (Revises No.: 97- 0918.02) Expires:12 /16/2002 t Approved: 12 /16/1999 MIAMI -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) 375.2908 Almar (USA), Inc. CONTRACTOR LICENSING SECTION 6645 NW 77 Ave. (305) 375.2527 FAX (305) 375.2553 Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Altusa "S" Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (I3CCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division TI-IIS IS THE COVERSI-IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEWV COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product.Review Committee to be used in Dade County, Florida under the conditions set forth above. -rancisco . Quintana, R.A. Director 1 of 8 Miami- Dade.County Building Code Compliance Office Internet mail address: postmaster ©bulidingcodeonline.cont Houtepage: iIttp : / /www.buildingcudeonline.cont ALMAR (USA), INC. ACCEPTANCE No.: 99-1102.04 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered aRer a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older thart.eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if': a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 7 and this last page 8. END OF THIS ACCEPTANC 8 APPROVED :December 16, 1999 EXPIRES : December 16, 2002 Fran Zuloaga, RRC Roofing Product Control Examiner ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 1. SCOPE This revises a roofing system using Alrnar `One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the South. Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attaclunent calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Applicant One Piece `S' Tile Trim Pieces #30 Felt • Product NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Test Product Dimensions Specifications Description 1= 18 %" PA 112 High profile clay roof tile. For direct deck or w = 10" batten nail -on, mortar set or adhesive set %" thick nominal applications. 1= varies w = varies varying thickness 2.1 Components or products manufactured by others PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Product Dimensions Specifications Description N/A ASTM D 226 Saturated organic felt to tle 11 be used as a nailed anchor sheet. #43 Coated Base N/A ASTM D 2626 Saturated and coated Sheet organic base sheet for single or double ply underlay 2 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Manufacturer generic generic Frank Zuloaga, RRC Roofing Product Control Examiner ALMAR (USA), INC. Mineral Surface Cap Sheet Rainproof 11 Ice and Water Shield Wood Battens Tile Nails Tile Screws Product Roof Tile Mortar ( "TileTiteT^' ") NOTICE OF ACCEPTANCE: Test Dimensions Specifications N/A ASTM D 249 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll vertical min. I "x4" horizontal min. I" x 4" for use with vertical battens or min. 1" x 2" for use alone Min. 10dx3" PA 114 Appendix E PA 114 Appendix E x 2 '/," long 0.335" head dia. 0.131" shank dia. r 0.175" sctrew thread diameter N/A PA 104 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment with 2" self - adhering top edge. PA 103 Self- adhering underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Wood Preservers Salt pressure treated or Institute LP - 2 decay resistant lumber battens PA 123 3 ACCEPTANCE No.: 99- 1102.04 Corrosion resistant, smooth, screw or annular ring shank nail. Corrosion resistand coated, square drive, galvanized, coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. Frank Zuloaga, RRC Rooting Product Control Examiner I\lan tare r generic Protect -O- Wrap, Inc. with current NOA W.R. Grace Co. with current NOA generic generic generic Bermuda Roof Company, Inc. (with current NOA) ALMAR (USA), INC. Product NOTICE OF ACCEPTANCE: Test Dimensions Specifications Quickcrete Roof N/A PA 123 Tile Mortar Roof Tile N/A See PCA Adhesive ( "Polypro(ID AH 1 60 ") Tile -Bond Factory premixed See PCA canisters 3. LIMITATIONS 4 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Manufacturer Quickrete Mortar (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar `One Piece S' Clay Roof file and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 113, RAS 119, and RAS 120. Frank Zuloaga, RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens One Piece 'S' Tile • .► 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 - 10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 ' 9.2 7.3 1 . #8 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 r 2 -10d Ring Shank Nails' iw 33.1 48.1 45.2 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 2: Restoring Moments due to Gravity - M (ft -Ibf Tile Profile 3":1 2" or less 4":1 2" 5":1 2" 6 ":12" 7 " :12" or greater One Piece 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 ALNIAR (USA), INC. APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEI'TANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations 5 ACCEPTANCE No.: 99- 1102.04 Fran Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multipliers - X (ft') Tile X (ft') X (ft') Profile Batten Application Direct Deck Application One Piece 'S' Tile 0.253 0.274 ALNIAR (USA), INC. APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEI'TANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations 5 ACCEPTANCE No.: 99- 1102.04 Fran Zuloaga, RRC Roofing Product Control Examiner Table 4: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile _ Tile Application Minimum Attachment Resistance One Piece 'S' Tile Adhesive 29.3 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile Polyfoam PoIyProTM 66.5° Polyfoam PoyProTM 38.7 4 Large paddy placement of 63grams of PoIyProTM 5. Medium paddy placement of 24grams of PoIyProTM Table 48: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance One Piece 'S' Tile • Mortar Set' 24.50 ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 5. LABELING All Liles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 Frank Zuloaga, RRC Roofing Product Control Examiner ALMAR (USA), INC. OA r APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS 10-1/ 2" ONE PIECE `S' CLAY ROOF TILE 7 ACCEPTANCE No.: 99- 1102.04 Frank Zuloaga, RAC Rooting Product Control Examiner MIAMI -DARE \tl: \Mt U: \llE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 7 • PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Aips Road Wayne NJ 07470 Your application for Product Approval of: GAF Ruberoid Modified Bitumen Roof Sysi w is For Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (I3CCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. I f this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO 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. Acceptance No.:00- 0331.08 Expires:11 /06 /2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE Sc PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07 /06/2000 1 of>j Internet mail address: postmaster ®buildingcodeonline.com BUILDING CODE COMPLIANCE. OFFICE sIETRO•DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET. SUITE I603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2905 CONTRACTOR LICE.S1Nr1 SECTION 00513 FAX (305) 373.3333 CONTRACTOR ENFORCEMENT (303)375.2%6 FAX (305) 37$•_'9)S PRODCCT CONTROL DIVISION (305) 3 FAX 0031377..0339 Raul Rodriguez tf Chief Product Control Division a..r4A .rancisco uintana. R.A. Director Miami -Dade County Building Code Compliance Office Homepage: t( ttp : / /www.huildingC0deonllne.cuai ... .... ... GAF \LATE• RIALS CORPORATION CateSgory Sub - Category: Deck Type: Maximum Desiun Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF letblak All Weather Plastic Cement • GAFGLAS #75® GAFGLAS 480 UltimaT "t Base Sheet GAFGLAS Ply 6® GAFGLAS Flex Pl 6 ROOFING SYSTEM APPROVAL Roofing SBS/APP, Modified Bitumen Wood -75 psf See General Limitation 41 Dimensions 5 gallons 1, 5 gallons 1, 5 gallons 3 sq. r o l l 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll Test ap e!:I flea tit) n 5, 55 gallons ASTM D 41 60 Ib. bags ASTM D 1863 ASTM 12 AccQptanCe No: 00- 0331.08 Approval Date: July 6, 2000 Expiration Date: November 06, 2003 Product 1)escrintion Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 2 0155 Refilled asphalt blended with a mineral stabilizer and Fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. ASTM D460I Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM ID 2178 Type VI asphalt impregnated glass felt with asphalt coating. Frank Zuloaga, RR.0 Roofing Product Control Examiner GAF N1.. TERIALS CORPORATION Product I)imensions GAi GLAS Ply 4.t 5 sq. roll GAFGLAS® 76 lb. roll ASTM D 3909 Mineral Surfaced Cap Shot RUBEROID® 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Modified Bitumen "Type III Adlwsiva GAFGLAS® 60 Ib. roll STRATAVENTQb Perforated GAFGLAS® Flashing various GAFGLAS® 69 lb. roll STRATAVENT Nai!able RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMPO various Isotherm R Tapered GAFTEMP® various Isotherm R GAFTEMP Isotherm various RA Tapered GAFTEMP various isotherm RA GAFTEMP Isotherm various RN Test Specification ASTM D 2178 ASTM D 4397 D 3672 ASTM D 489 0 3672 PA 1I PA 110 PA 110 PA 110 PA 110 3 ot'SS Acceptant: No 00- 0331.08 Product Description Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass libcr mat cap sheet surfaced with mineral granules. Fiber Mass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating ■vith factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet itnpregnated and 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 11, UL Type modified base sheet G2 BUR Poiyisocyanurate foam insulation. Tapered Polyisocyanuratc foam insulation Polyisocyanuratc foam insulation Tapered Polyisocyanuratc loath insulation Polyisocyanuratc foam insulat Frank Luloaga, !IRO Rooting Product Control !santiiwr r .... -' ..e r .......0 . n . nn .,n on ..n1i GAF MIATERIALS CORPORATION Acceptance No: 01).t)331.us Test Product Product Dimensions Specification Description Tapered GAFTEN1P various PA 110 Tapered Polyisocyanurate roam Isotherm RN insulation GAFTEMPCE various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Pennalite perlite insulation. Tapered GAFTEiv1P1) various PA 110 Tapered Polyisucyanurate Poor Composite insulation with high density fiberboard or Pen alite perlite insulation. GAFTEMPO Composite A Tapered GAFTEMP Composite A GAFTITE® #12 Standard Rooting Fastener various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. various PA 110 Tapered Polyisocyanurate foam insulation with high density Fiberboard or Pennalite perlite insulation. GAFTIrMPQD various PA 110 Polyisocyanurate foam insulation with Composite N high density fiberboard or Pennalite perlite insulation. Tapered GAFTE,LIP® various PA 110 Tapered Polyisocyanuratc foam Composite N insulation with high density fiberboard or Perrnalite perlite insulation. GAFTEiv1P0 various PA 110 Fiberboard insulation. Fiberboard GAFTEMP11 various PA 110 Perlite insulation board. Pennalite GAFTEMP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMPQ various PA 110 High density wood fiberboard High Density insulation. Fiberboard PA 1 14 insulation fastener for steel and plywood decks. 4 of 55 Frank Zuloaga, RRC Roofing Product Control Examiner F iMATER1ALS CORPORATION A:ecptanc_ Nu: ut1.UJ3Los Product GAFTITE® 014 Heavy Duty Rooting Fastener GAFTITE ASAP GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTf3 Fasteners Polypropylene Plates Ruberoid® 20 Rubcroid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR Dimensions 3" and 3 1/2" 3" and 3 '/" 1.5 sq. roll 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. Test Siiccification Product l)escrintion PA 1 14 Insulation fastener fur steel. wood and concrete (leeks. PA 114 Pre - assembled CAFTITE Fasteners and metal and plastic plates. PA 114 Base sheet fastening assembly. PA l 14 Round galvalumc stress plates. PA 114 Fastener for use in gypsum. teetum and lightweight insulating concrete necks. PA 1 14 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a gloss fiber mat. ASTM D 5147 ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 ASTM D 5147 ASTM 5147 5 of 55 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non- '.oven polyster mat coated with polymer modified asphalt and surfaced witlt mineral granules. Non. Woven polyester neat coated with tire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Frank Zulonya, RRC Rooting Product Control Examiner CAr CO1WOtiAT1O.' Test Product Product Dimensions tip ecilicothin Description RU13EROID TORCH 1 sq. roll AS NI D 5147 Heavy fluty, polyester reinforced. Smooth 87 lbs. asphalt modilied bitumen membrane. smooth surface. RUBEROID TORCI.1 I sq. roll ASTM D 5147 Heavy duty, polyester reinforced, Granule 102 lbs. asphalt n odilied bitumen membrane, granule surface. RUI3EROID TORCH V., sq. roll ASTM D 5147 Heavy duty, polyester reinforced, PLUS 93 lbs. asphalt modified bitumen membrane. granule surface RUI3EROID TORCH V..i sq. roll ASTM D 5147 Heavy duty. polyester reinforced, coated FR 90 lbs. with fire retardant asphalt modified bitumen membrane:, granule surface. RUBEROID 30 1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with 92 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID 30 FR 1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with 92 lbs. tire retardant polymer modified asphalt and surfaced with mineral granules. Vent Stacks (metal PA 100(A) One way valve vent used to relieve and plastic) ASTM D 1929 built -up pressure within the roof system, ASTM D 635 GAF Vent Stacks are available in metal or plastic. GAF Aluminum 5 gallons None lerlineral colloidal bituminous emulsion with reflective aluminum flakes Emulsion RUBL-RO1D 109. Roll ASTM D 5147 Woven fiberglass mat coated with ULTRACLAD SBS 101 lbs. Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. GAF Aluminum Roof 5 gallons ASTM D2824, Non- fibcred. aluminum pigmented, Paint Type 1 asphalt roof coating GAF Built -Up 100 Ib. cartons, ASTM D312, Interply mopping and surfacing asphalt Roofing Asphalt bulk Types 1,11, Ill and IV 6of55 .J , .,•, 1 T TIJIinc Acceptance 110- 11331.0`t Frank Zutoagn, RRC Rooting Product Control Examiner dcr:4n nn an not CAI I.. TERI:\LS CORPORATION Test Product Product 1)imensions apeciticatiou 1)escrintiott RUBEROID MOD 60 lb. kegs SEBS modified asphalt Asphalt RUI31:ROID MOD 60 Ib. kc;ts SEBS modified ,asphalt Asphalt L RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt P GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm R GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm RA GAFTEMP Tapered Various 'tapered polyisocyanurate foam Isotherm RN GAFTEMP Various Cut perlite board GAFCANTT" GAFTEMP Various Tapered perlite board GAFEDGET'l Tapered Edge Strip GAFTEMP PERMALITEI Tapered Roof Insulation Various GAFTEMP Recover 1/2" thick, Board Various sizes Shingle- MateTJ Underlayment GAR ASAI' RUBEROIDO Modified Bitumen Adhesive 4 sq. roll Fiberglass reinforced shingle 30 lbs. underlayment 500 per box 5 gallons PA 110 Tapered perlite board PA 110 Perlite board .\cccpI ti e No: Ulf - 0331.03 PA 114 Pre - assembled fastener and metal and plastic plates ASTM D 3019 Type III 70155 Fiber reinforced, rubberized Adhesive ran Zulonga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Aeccptal,cc No: O0- 0331.08 TRADE NAMES OF PRODUCTS MANUFACTURED 1W OTHERS: Pyrex Product ACFeam I ACFoam 11 Hy -Therm Nail -line Hy -Thera SP Hy-Therm AP I-ly- Therm Stable R Hy -Therm White Line Anchorbond Fastener Deklast Fasteners #14 Dekfast Hex Plate Deki:ast Lock Plate 3" :x 3 1/4" Test Dimensions Specification Product I)cscrit',tintt various PA 110 Polyisocyanurate foam Apache Products Ce. insulation (with current PCA) various various various PA 110 various PA 110 various PA 110 PA 114 2 7 /S" x PA l 14 3 1 /4" PA 110 Polyispcy:uturate foam insulation PA 110 Polyisocyanurate foam insulation ti\1anu fact a rer Atlas f:neruy Products (with current PCA) Atlas Energy Products (with current PCA) various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) various PA 110 Polyisocyanurate foam Celatex Corp. insulation. (with current PCA) Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Polyisocyanurate foam Celotex Curp. insulation (with current PCA) Polyisocyanurate foam Cclotcx Corp. insulation (with current PCA) Insulation fastening Celotex Corp. assembly (with current PCA) PA 1 14 Insulation fastener for steel Construction and concrete decks Fasteners Inc. (with current PCA) Galvalume he stress plate. Construction Fasteners Inc. (with current PCA) PA 114 Polypropylene locking plate. 1 of 55 Construction Fasteners Inc. Frank Zulonga, RRC Rooting Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: UU- 0311.t18 Test Product 1)imcnsions Sped unt1lo11 Dekfnst Fasteners #l5 Deklast Fasteners #12 EPS Fiberboard . Tin Caps • Min. 32 Aga. x NIB aluminum roof coating Product Description ii1anufttcturcr PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with cnrrcnt PCA) PA 114 insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current I'CA) ISO 95+ Composite PA 110 Palyisocyanurate / perlite Firestone ridged insulation (with current PCA) Asphalt AST VI D 312 Type 111 or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTivl D 41 Asphalt Printer generic various PA 110 Extruded polystyrene generic insulation High Density Wood various PA 110 Wood fiber insulation board 9 o135 generic Pclite /Urethane various PA 110 Perlite / urethane composite generic Composite board insulation Perlite insulation various PA 110 Pcrlitc insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic • Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 1? ring shank nails Corrosion resistant circular generic discs. PA 121 AlUntinunt roof coating Grundy Industries .raft Zuloaga, RRC Rooting Product Control Examiner CA 1' ,MATERIALS CORPORATION ;lcceutaace Nu: 00- 0331,C) Product Deets -Deck 1113 Roofgrip #14 Roofgrip Gripdek fastener Hcxcel Fastener l Standard Plastic Plate ISO 95+ E'N RG'Y -2 1SORoc Olympic Fastener #14 Test Product 1)imensiuns Specification 1)eseritttiun various 3" round various various various Olympic Standard 3" round PA 1 10 Gypsum insulation board. PA 1 14 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 PA 114 Insulation fastener Insulation fastener PA 114 insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate I'.A 110 Polyisocynnurnte foan, insulation PA 110 Polyisocyanurate foam insulation PA 110 Po!yisocyanurate foam / rockwool composite insulation PA 114 3" round talvalumc AZ55 steel plate PA 114 10of5a Insulation fastener t1l:utu lachu•er Georgia 1'acilic (with current PCA) ITW fluildcx (with current PCA) ITW Buildex (with current PCA) rrw But Idex (with current PCA) ITW Bu ilde (with current PC/ \) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Pertnalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers. Inc. (with current PCA) Olympic Manufacturing Group. Inc. (with current PCA) Olympic lauufacturim4 Group. Inc, (with current PCA) Frank Zuloaga. RRC Rooting Product Control Examiner G: \F ,l1.-TGRI: \LS CORPORATION Product Olympic Polypropylene Olympic Fastener #12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener 325" round Paroc Base Board various Paroc Cap Board various UitraGard various instil -Fixx Fastener lnsui -Fixx P Test 1)1nte Min us Specification 3" round PA 114 Polypropylene plastic plate PA 114 Insulation fastener PA 114 Pre- assembled insulation fastener and plate PA 114 PA 114 Product Deserintion insulation fastener assembly for Base Sheet fastening only insulation fastener assembly with recessed plastic plate PA I I0 Rockwool insulation PA 110 Rockwool insulation PA 110 Polyisocyanurate foam insulation PA 1 l 4 insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate I I uf 55 \ccePtance No: UO433L08 1lanufncturc• Olympic M atilt tacturing 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 Fiberglas Corp. (with current PCA) Partck, Inc. (with current PCA) Partck, lac_ (with current PCA) Schuller International Inc. (with current PCA) SFS/Stndler (with current PCA) SFS /Stadler (with current PCA) rink Zulonga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Product Rawl Fasteners g12 Rawl Fasteners gI4 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate 202 HS Super Prep 11 Tru- Fast DL Tru -Fast I-I© Test Dimensions Specification 2" round 3" round 3" round Tru -Fast Plastic 3.04" round Plate Tru -Fast MP -3 3.23" round I'A 114 PA 114 PA 114 PA 114 PA 114 PA 121 PA 121 PA 114 PA 114 PA 114 PA 114 12 of 55 Roof coating Roof coating Product Description insulation fastener for steel and \vood decks Insulation fastener for use in steel, wood or concrete 2" round galvalume AZ55 membrane plate 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Insulation fastener for steel, or wood 3.04" round polyethylene plastic plate 3.23" round galvalulne AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Acev;tn c No. 10 11.131Aix illanufucturer 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 PC,\) The Rawlplug Company inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) Thermo - Materials. Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru•Fast (with current PCA) Tru -cast (with current PCA) Frank Zuloaga. RRC Rooting Product Control Exam in. r CAF \1ATEII ,\ LS CORPORATION Product Test 1)intensions Specification Tru -Fast Ultra I'A 114 Tru -Fast DP PA 114 Tru -Fast TP PA 114 Struetodeck various PA 110 EVIDENCE SUBMITTED: Test Aycn Test Identifier Factory Mutual Research Current Insulation Corporation Attachment Requirements Factory Mutual Research Wind Uplift Corporation FIvMRC 4470 - PA ' 1 14 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 .Factot'y Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift • Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Product Description Stainless Steel tastcner t'or use in steel. wood and concrete decks insulation fastener for use in steel or wood docks Insulation fastener tier use in steel or wood :leeks High (tensity wood fiber 13 of 55 Description FMRC 1996 J.I. OT4A I ,AM J.I. 1 V8A4.Alvl J.I. IRIAG.AM J.1. 0T2Q4.AM J.1.0Q6AG.AM J.1. 3X3A2.AM Acceptance Nu: (10- 0331.OS i\lnnufactnrcr Tru -Fast (with current PCA) Tru -Fast (with current PCA) 1 ru -Fast (with current PCA`; Wood Fiber Industries (with current PCA) Date 01.01.96 08.26.92 06.2S.93 11.15.91 10.17.91 07.16.91 0;1.02.94 Frank Zuloasa, RRC Rooting Product Control Exantliter CAF iMMATERIALS CORPORATION Aeceptanee Nu' (1041331.04 Test Agency Test Identifier Description Date Factory Mutual Research Wind Uplift J.I. 0Y9QS.AM 07 29.94 Corporation FMRC 470 - PA 11.4 Factory Mutual Research Wind Uplift, FMRC J.1. 1139AS.ANI 09.04.97 Corp. 4470 - PA 114 Factory Nlutual Research Wind Uplift, FMRC J.I. 3D4Q2.AM 04.30.97 Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 06.06.97 Underwriters fire Resistance R 1306, 87NK 1 1819 01.01.93 Laboratories, Inc. Classification • UL790 -PA 114 Dynatech Engineering Wind Uplift i:3600.02.95 -I 02.02.95 Corporation PA 114 Dynatech Engineering Corporation Wind Uplift PA 114 14 01.55 #4482.02.95- I 02.02.95 Frank Zuloaga, RRC Routing Product Control ER:1Inini'r CA F NIATERIALS CORPORATION Acccptancc \o: ou•u331.08 Membrane Type: S13S Deck Type 1: Wood. Non - insulated New Construction or Reroof Deelc Description: 4 " 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: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: GAFGLAS®1#75, GAFGLAS #80 Ultirna ' Base Sheet, GA FGLAS PLY 41D. GAFGLAS PLY 69, GAFGLAS FlexPly"' Base Sheet.GAFGLAS2 STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUI3ERO1D'tU 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 ofthc sheet in the field. (Optional) One. two, or three plies GAFGLAS PLY 42. GAFGI.AS'1 PLY 62 Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid2 Mop 170 FR. Ruberoid® Mop Granule, Ruberoid2 Mop Plus Granule, Ruberoid.9 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCIadTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUL3EROL 30, RUBEROID®30 FR or RUBEROID® Mop FR or RUBE.ROID UltraCladT" SI3S in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet •ilt an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. -45 psf (See General Limitation #7) See General Limitation g I. See General Limitation # 1, 19of5$ Fran RRC Rooting Product Control Examiner I ..... - ....... _ .... a -1 . • • •.■ r. o... n r, ""11 GAF \IATrrltt:\Ls COItI'Ott:\TIO,N Aee,:p►.,nee No: ou 033I.nr 1•Y001) DECK SYSTEM LIMITATIONS: A slip sheet is required will► PI) '4) Hex Ply"' 6 and Ply 4!i when used as a inceltanicall■ fastened base or anchor sheet. 2. '/ Type X gypsum board is acceptable to be installed directly over the %vood leek. GENERAL LINIITAT1ONS: Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials Directory for lire ratings or this product. Insulation may be applied in multiple layers. The lirst layer shall be attached in compliance ‘‘ ith Product Control Approval guidelines. All other layers shall be adhered in a I'u11 ntoppin;, 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. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in appro+eti asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell roam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip mopped 8" ribbons in three rows, one at each sidclap and one down the center of the shut 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 or 12 1bs, /sq. Note: Spot attached systems shall be limited to it maximum design pressure of -45 psf. ' 5 Fastener spacing for insulation attachment is based on a Ivlinintum Characteristic Force (F') value of 275 Ibl'., as tested in compliance with TAS 105. 11' the fastener value, as field - tested, is belo 275 Ibf., Insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on n minimum fastener resistance value in conjunction with the maximum design value listed within the specific system. Should the fastener resistance be Tess than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from Miami-Dade Protocol TAS 105 and calculations in compliance tcith Miami -Dade Rooting Application Standard RAS 117, 7 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 yiianti -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 9 All attachment and sizing of perimeter hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Rooiing Application Standard TAS 111 and the wind luau requirements of Chapter 23 of the South Florida Building Code. 9 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 rasteniue at enhanced pressure zones (i.e. perimeters. uxtentled eornerS, and corners). limitation is specifically referred within this NOA, General Linti Tian. r + n he 41 :applicable.) 5-tor 53 -+1110 J ,rs-' n, ,M T T, 111n C' Frank Zuluaga, RRC Routing Product Control Exair r e cn nn on A011 (I A1 MATERIALS CORPORATION (111_0331.118 (NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered alter a renewal application has been tiled 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: "Ml iuini - Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one ori;,inally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including_ the correct installation ache 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 (ihrough the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shell 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 \vords Miami County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion ofthe Notice of Acceptance is displayed, then it shall be done in its entirety. 1 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages ! through 55. END OF THIS ACCEPTANCE 55 of 55 Frank Zuloaga, RRC Reefing Product Control cr.x :utlint' a 144 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiberglass isocyanurate, urethane, perlite/ isocyanurate,.cornpossit or ph clic. Base Sheet: One or re l rs Type G2 or G base sheet, hot mopped or mechanitall en Ply Sheet (Op,ptional): One o' more rrrype G1, hot mopped in place. Membrane. 'Ruberoid Mop FR" or "R beroid Mop 170 FR" (granule). 16. Deck: C -15/ 2 Incline: 1/2 Insulation (Optio'natp fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of 'Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more Layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C - 15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1. Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. 1999 Roofing Materials and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. 23. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. Ply Sheet: Two or more layers Type 61, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot mopped in place. 24. Deck: NC Incline: 1/4 Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood fiber, 2 in. max. Base Sheet: Type 15 asphalt organic felt, Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. 25. Deck: C -15/32 Incline: 1/4 Insulation: Two layers glass fiber (staggered joints), 1 in. each. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 26. Deck: NC Incline: 1/4 Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 27. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal/sq. 28. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board, 2 in. max, mechanically fastened. Base Sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Monsey Products "Dura- White ", "Endure White Etastomeric Roof Coating" or "Pro -Grade White Etastomeric Roof Coating ", 3 gat /sq. 29. Deck: NC Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 (modified bitumen), mechanically fastened. Membrane: "Ruberoid' Torch 1 ", heat fused. Surfacing: "Tuff-Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC -500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. 30. Deck: C -15/32 Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, g ass er, perlite, any combination in any thickness, mechanically fastened. Base sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff -Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC-500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. 31. Deck: NC Incline: 1/2 • Insulation (Optional): Glass fiber, perlite, wood fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Henry "No. 229 Asphalt Emulsion" at 1 gal /sq or GEO Industries "No. 929 Aluminum Emulsion" at 1 gat /sq. 32. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped • or mechanically fastened any thickness. Base Sheet: Type G2, mechanically fastened or hot mopped. Membrane: "Ruberoid® Torch 1 ", heat fused in place. Surfacing: Henry, "Henry 520 Aluminum ", applied at 1 -1/2 gal /sq. STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement of we 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...—...- .. _._..._—_ _. _ . ,19 Owner's Lame and Address .. .Mary....Kenda1.1 — _. No. X02 .. . Street_�E 991. Registered Architect and /or Engineer srt.. ..r ••nr•a.nnrr....••• »e Name and address of licensed contractor Andre»s... g 43.00........ 1. 1.:t.h ...Le.,.e...H.i..aleah Location and legal description of lot to be built on: Lot.. 144 ..1I 1A Block. ... Subdivision.1j , / .3,-BG / xii Street and Number where work is to be done.. :802...1\l_E....9.9th_Stneet_.. __ ._...._..__ ...._._._ _. _ State work to be done and purpose of building (by floors) ..... remove present roof, 1 layer #30 felt 2 layers #15 felt using hot asphalt, spread gravel into heavy pour he asphalt . and for no other purpose. New Building Remodeling Addition Repairs....X No. of Stories To be constructed of Kind of foundation Roof Covering... grovel Estimated Total cost of improvements $•.1.,3.OLL.Of1 Amount of Permit 5...3L...011 ... 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. Charles K. Andrews The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Libor under the "Florida Workmen's Cornpcnsation 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 noticcs as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work 'formed under this permit, as are licensed by Miami Shores Village. (alt - Remuks (Signed)_.. a ....__. o Ze� ' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Charles K. Andrews , q afi��x - -- fox'. Auckce.w.s..Ras.fixz...L... �._.._. and who, being by me first duly sworn, upon oath deposes and says that he is the S ?fir /QT ta1 iffier of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, therein by him stated are a /1 �o / !� � Permit No 9 4/ 1 Da awe O Disapproved (Signed) e.. Building Inspector . Chairman Member Member .. .. Council Approved Date Rea My d. Sw PLANNING BOARD DATE to and Subscri bed befo reurte. to me well known, that,ell- facts- otary Public, State of Florida ' NOTARY PUBLIC STATE OF FLCR18U Commission Expires ..... :. _.._. FtY..l:9IttLI:,SL4"J.'iP ;:Y�1r,. JJi`fL. BOtiDED THRU GENERAL INS. UHD.•- Member Member Member ...._ Disapproved Date has been obtained fmtn NOTE: A charge of $1.00 will be made for making corrections or changes to this application rafter approval the P1.inni, hosed. 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 workinanship. 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 bc kept at building during progress of the work. Dat e.. Owner's Name and AddressM. rS .....E.rafk...&eil.d31L.....__ — No.802 ........_.. Registered Architect and /or Engineer Name and address of licensed contractor Ad &' P eagles Roofing Co.lnc; 4.021 N .W. 28 St. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done IT2 N E , 99 St.. State work to be done and purpose of building (by floors) Re- roofin :Slo in & built -u ortions and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 1 — To be constructed of Kind of foundation R oof Covering 1 - 30 , 1-90 } WCs tile 00 1 -30, 2 -15, rocF • • Estimated Total cost of improvements $. .. 3. s . . 1\mount of Permit S,. . �� 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 pennit 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 pennit, as are licensed by Miami Shores Village. Remarks (Signed)../.. - STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him statefle�rlr� n / Permit No.._...._._..J —v ( f , Date ( (!__ Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) t ._:..�.' ... Bui . ing Inspcc My Commission Expires NNING 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 nfter approval has hecn 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. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder MIAMI SHORES VILLAGE. FLORIDA ❑ ❑ DATE � 195 PERMIT N? _6587 ❑ �, Work to be performed under this Permit A Legal Lot Description Bl. Address of Building e f' CONTRACTOR OR BU Signed- c r Subdi- vision Value of ;� p Project $ Contractor's License No. Amount of Permit $ �' ' This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application 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_ speci ations and that he assumes responsibility for work done by his agents, servants or employees. INSPECTOR BY: 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 Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. (y BY AUTHORITY 6 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 � in specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address__ (L Registered Architect and /or Engineer Name and address of licensed contractor___ Location and legal description of lot to be built on: Street and Number where work is to be done State w rk to be 9ne and purpose of buildin (by floors STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT . APPLICATION FOR BUILDING PERMIT Date Remarks (Signed)_ - Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1 materials and /or workmanship. No. o f Roof Covering Notary Public, State of Florida PLANNING BOARD DATE and for no other purpose. New Building Remodeling Addition - Repairs No. of Stories To be constructed of Kind of oundatio r Estimated Total cost of improvements $ 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_ 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 a I contractors or sub - contractors employed by in the work to be performed under this permit; and will post or cause to be posted for ' spectign, on the site a wor such Vublic ice or notices as are required by the Act. The undersigned agrees to employ only •su contractors, on wo o be %'erform permit, as are licensed by Miami Shores Village / �� 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.__ r_ __ Date_ `�F Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires Member Member Member Disapproved Date or changes to this application after approval has been obtained from .00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 regula- tions 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. Owner's Name and Address 4iA.V S V Q Registered Architect and /or Engineer Name and address of licensed contractor V I. f Ci a o F iJ 4 Location and legal description of lot to be built on: Lot —____ —___ —_ Block__ Subdivision , 1 Q Street and Number where work is to be done E Q 2- � s 9 9 kti _ State work to be done and purpose of building (by floors) 11_QQ --- _--------------- -___ -- __ ___ -- -- -_and for no other purpose. New Building —___ ___ Remodeling ___ Addition__— ___ - -___ Repairs No of Stories O (:, • To be constructed of -- ____ —__ Kind of foundation Roof Covering__ -LS. ____ Estimated Total cost of improvements $___ —_—_ _ —_ _ _ __ Amount of Permit $ Zone cubage required______ Plan Cubage STATE OF FLORIDA, COUNTY OF DADE. f MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Size of Building Lot Date_ _Siis/S ..?0 _ _ _— , 195 No.-.____--____— Street—. Building Inspector My Commission Expires Distance to next nearest building Maximum live load to be borne by each floor I herebysubjnit all the plans specifications for said building. All notices with reference to building and its construction may sent to �l_��1� 15cDc'F( JC C. 1.�1�J• L^7:°� V be se 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 ause to be posted for inspectio on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon rs, on w rk to. be performed under this 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, permu, as are licensed by Miami Shores Village. Remarks (Signed) e Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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) PLANNING BOARD DATE Chairman _— ___ — ___ —__ Member Member Member Member ___ Member Council Approved Date Disapproved to me well known, 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. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building MIAMI SHORES VILLAGE, FLORIDA DATE „> PERMIT N? 11521 Work to be performed under this Permit Value of Amt, of f.II y 'f Project $ p ,� Permit This permit is granted to the "contractor or builder named above to construct the building or to install the equipment or device described in the application 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 o'r'ta statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. 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 Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. 41 7,16 - NTNTRACTOR BULL R BY Subdi- vision Contractor's License No BY wale 1954_ BUILDING ELECTRICAL. PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description ittv MIAMI SHORES VILLAGE. FLORIDA n PERMIT N? 11670 n Work to be performed under this Permit DATE �+ i k "1 A) try ak.) Contractor's License No 195 lot, 1.. , II M. 11 B ildin ss of ' .� j .. .....0 • t T t 1'� •. '4, P oject $ g t i 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 application 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 submittedrtso•..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 plaits 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 draingk or in the state er s or specifications and that he assumes responsibility for work done by his agents, servants or employees. CONTRACTOR OR A $tiILDER Subdi- vision Signed. INSPECTOR BY Amt. of Permit AUTHORITY 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 Shores Village. In accepting s permit I assume responsibility for all work done by either, myself, my agent, servant or employee.