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790 NE 97 St (11)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 4 '1 1 . 7 sini Time Type Insp'n Permit No. BP ;2‘',o ° 4 PC Name , n , j Address ` ie /V C 1 7 2 fr Company Phone # For Inspector: S - /3` 02 — Nam Approve Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date g- ,6i,? Time Type Insp'n l eb2 � Permit No. e© 2 - � Name Address ' 9 ; *e 92 El Company 0/ Phone # 3''') 237 For Inspector: 7 ®? Name to Approved Correction Re- Insp'n Fee 1,67_ Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 26 'Flit P 51 °f��§ ® 76 2 1 27 52 `! 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 _ 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 } p SITE SPECIFIC INFORMATION Owner's Name: � T - LlCo-v■I Permit #: Job Address: 91Q 0G- C . i, l 'S`. \1.4t. RC ( Roofing Contractor: K.-A W ' C Z ' 0 t- P' Type of Tile: f p ) c9 ° F O 44. ' t Date Installed: � 02, 5 :(7 — Approximate Roof Height:41.feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: ACV ft Required Testing rce: 5 lbs. Date Tested: ' Qq 1 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBMI Civil Engineer: Lab Certification # 98- 0608.04 BY: State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 P. E. ql C j7 Ladder Testing Equipment: Chatillion 100 TEST RESULTS P = PASS, F = FAIL Roof Pitch: Other Project 'so t -V SKETCH OF ROOF JOB SHEET NO + �� ^ OF ^ �c CONTRACTOR I Q"'�' "F t F� CHECKED BY DATE SCALE 11111111111557 11111 � 1 ` l ei r , ILMIGE LJ ■MIr ■fin p i TA ■ ■r7 ■� rl !a.I'AN■II N ma a IM7A11112•21W4 RAM r ►�� 711115011 OF Avr NOTES. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bu'Idi g Inspection Request Date ti 1 Time Type Insp'n Permit No. (2-11/ Name _ (� c — Address Company - Phone # 3 os" — For Inspectorq1, Do g Name ate Approved Approved Correction Re- Insp'n Fee Type Insp'n Q Permit No. .CJ ? ;249.2-4 Name Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date - / - 0a/ Time eikeh 7 QB 97 Sf Company 8-liii ng/) Phone # 30, S' 7f7 6 2 ' For Inspector: S - Oz- Na ate Approved 1 Correction ❑ Re- Insp'n Fee ❑ •PERMIT APPLICATION FOR MIAMI SHORES VILLAGE . . 100,50 N.E. 2nd Avenue • Miami Shores, Florida 33138. 305 - 795 -2204 ie Date � 1 0-Job Address r ":: Legal Description Historically Designated: Yes No r, y 1 Owner ssee/Tenet N Master Permit # / t % Owner's Address ! y Phone Contracting Co. Qualifier !2 { n 5 l . �. State # Municipal # Condo President Date otary as to Owner r 6Ai qp� Prp State of Florida My Commission Expi , P' My Comm mires Sep.21, 2002 No. CC777044 Bonded thru Arthur J. Gallagher & Co. FEES: PERMIT ‘t- `RADON C.C.F APPROVED: Zoning Buildin Mechanical Plumbing Tax Folio % _ ji _ _t, f / - Address G✓ C q d 5-4c, ; (,-, � Phone Competency # q ilns. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING __�� EE l LECTRIC j AL PLUMBING MECHANICAL (ROOFING,, WORK DESCRIPTION: law j f �'-X1 � he' �1 l P1af-r' u s 1 re It`�'tCC'_ t'f��iil � t >i t . , t I ` iki ilµ.' i (c .„ -,ti i —a tint cii IA/ Square Ft. '� �/ ` Estimated Cost (value) 4 4 00 % a° 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 ANY 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable :aws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. NOTARY �� l .c d et_ BOND r /r? Da e Signature ontractor or Ow e� Bld t JI,;-6 7 'er\ yi' 't), N tary as t Contracto Owiier Builder 4 bate My Commission Expires TOTAL DUE Electrical Structural Engineer 10 Ft. Contractor's Name: po..1 123.01 -78 5/00 Field: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Val el< Job Address: 1O c q ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re roolin g ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 1300 Sloped Roof Area (ft') ,A000 Total (ft 3 00 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): 6 l1, °\ berV 16 T-116 b 5'x e Deck type: $ b \fr \ht \k „ ) )- Fastener Type: , /`/ ld % shAfti DIETAIL 1 & 2 ,A T'71:11 TT CIAO 7 L 5 -Z RD 72)T2 •74Cr-Lc ° n°RTA UE361E, ❑ Apo 3 3 &- p edc5 e ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ATTACHMENT "" TAM 0 ,NC S ROOF SLOPS G?c Ksshing at all change Ji Plane SPACING Perimeter: b Corner: Page -1 Meal _Flashing .a(1 cban e of Plane ROOF PLAN 0 • RId n i lion? MEAN HEIGHT (Pmaxl: I x (Pmax2:_Ob (Pmax3:q, 1 6x Deck type: Q Underlayn►ent: Insul D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. IT' ROOF SLOPE Jxb v��o� SLOPED SYSTEM DESCRIPTION Lion: Fastener type & spacing: (Aerodynamic Multiplier): 4) - A, (Aerodynamic Multiplier): � 2f 114 - a (Aerodynamic Multiplier): ` r Cap Sheet: Roof 4 I/ f1 �ihc 5kcoKna f 4aO5Iccfe Covering: .- Drip edge: TILE CALCULATIONS M:1 = M 1 PCA: M M PCA: 1361 - M 35= M -■ PCA: 142 11 LicLy co forlivottd M -rye to tor F&w2 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals Poll roido APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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. 5 . Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. — . Renailing Wood Decks: When replacing roofing, the existing wood rocf deck ma have to y 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 occupar,ts of adjacent units of roofing work to be performed. .5 I\-- 4 Exposed ceilings: Exposed, open beam ceilings are ivhere 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. 5 S. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to and Y p (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Overflow Scuppers (\salt 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. 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. S The owner may i -D o s!_ _. Seri :.:s De nt for furl cing Conta_t the r.1;a^ _'e County C n. !m' ^. '^ e her information re�'a l __.r, the above. Owner's /,gent's Signature 127.01.12 PACE 2 7/99 Date Con actor's Signa:ure y ii> y • MRM WrAOEi PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA), Inc. 6645 NW 77 Ave. Miami Your application for Product Approval of: 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 (BCCO) 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. 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 Approved:12 /16/1999 FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33 130 -1 363 (305) 375 -2901 FAX (305) 175.2903 CONTRACTOR LICENSING SE (305) 375-2527 FAX (305) 375 -2353 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COM1;1IITTEE 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 Offi■ PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 3 k 0„,z. . ALMAR (USA), INC. ACCEPTANCE No.: 9-: APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.? Data For Attachment Calculations Table 1: Aerodynamic Multipliers - X (ft') Tile Profile X(ft') X(ft') Batten Application Direct Deck Application 0.253 One Piece 'S' Tile 0.274 Frank Zuloasa. RRC 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 1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 45.2 I Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. . ALMAR (USA), INC. ACCEPTANCE No.: 9-: APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.? Data For Attachment Calculations Table 1: Aerodynamic Multipliers - X (ft') Tile Profile X(ft') X(ft') Batten Application Direct Deck Application 0.253 One Piece 'S' Tile 0.274 Frank Zuloasa. RRC Table 2: Restoring Moments due to Gravity - M (ft -Ibf Tile Profile 3 ":12" or ess 4 ":12" 5 ":12" 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 I 5.27 4.31 5.16 4.20 5.03 1 4.08 4.89 . ALMAR (USA), INC. ACCEPTANCE No.: 9-: APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.? Data For Attachment Calculations Table 1: Aerodynamic Multipliers - X (ft') Tile Profile X(ft') X(ft') Batten Application Direct Deck Application 0.253 One Piece 'S' Tile 0.274 Frank Zuloasa. RRC Table 4: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application - - Minimum Attachment Resistance One Piece 'S' Tile Adhesive 29.33 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 PolyPro 66.5 Polyfoam PolyPro 38.75 . . 4 Large paddy placement of 63grams of Poly Pro TM . 5 Medium paddy placement of 24grams of PoIyProTM. .; -. a. ALNLAR (USA), INC. ACCEPTANCE No. : 99- 02, M APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Table 4B: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Mortar Set Systems Tile Profile One Piece 'S' Tile Tile Application Mortar Set' Attachment Resistance 24.50 5. LABELING All tiles 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 Y 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. n n i- ALMAR (USA), INC. 1 • ACCEPTANCE No. :92 : 110204 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS 10-1/ 2'' ONE PIECE `S' CLAY ROOF TILE 1 Frank Zuloasa. RRC' ALMAR (USA), INC. 1. SCOPE This revises a roofing system using Almar `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 attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant One Piece `S' Tile Trim Pieces 2.1 Product - `30 Felt R43 Coated Base Sheet ACCEPTANCE No.: 9- 2.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Category: Prepared Roofing Sub Category: High Profile Tile Dimensions I = 18 '/--" w = 10" '/•_" thick nominal 1= varies w = varies varying thickness Components or products manufactured by others Dimensions N/A N/A Test Specifications PA 112 High profile clay roof tile. For direct dect or batten nail -on, mortar set or adhesive set applications. PA 112 Test Specifications Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. ASTM D 226 Saturated organic felt to type II be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlay n,1„. Product Description Product Description 1 Manufacturer generic generic • ALML.R (USA), INC. ACCEPTANCE No. ; 9 _ 2 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 3. 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 procest 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 ACCEPTANNC �.,.. 7..1,.., o n n ALMAR (USA), INC. Product Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM ") NOTICE OF ACCEPTANCE: Dimensions 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll vertical min. 1" x 4" horizontal min. l" x 4" for use with vertical battens or min. I "x2 "for use alone Min. l0d x 3" ;18 x 2 V:" long 0.335" head dia. 0.131" shank dia. 0.175" sctrew thread diameter N/A N/A Test Specifications ACCEPTANCE No.:_99 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 PA 103 Self - adhering underlayment for use as a top ply in a two ply underlayment system with Approved g30 or 4 as the base layer. Wood Preservers Salt pressure treated or Institute LP - 2 decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 Corrosion resistant, smooth, screw or annular ring shark nail. Corrosion resistand coated, square drive, galvanized, coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. Franc 7;,Inenn D Dr` Manufacture generic Single ply, nail -on Protect -O -Wrap, underlayment with 2" Inc. self - adhering top edge. with current NOA., W.R. Grace Co. with current NOA generic generic generic Bermuda Roof Company, Inc. (with current NOA) • •p e• r ALMAR (USA), INC. NOTICE OF ACCEPTANCE: Test Product Dimensions Specifications Quickcrete Roof N/A PA 123 Tile Mortar Roof Tile N/A See PCA Adhesive ( "Polypro® AH 160 ") Tile -Bond Factory premixed See PCA canisters 3. LIMITATIONS 1 ACCEPTANCE No. : 99- 02. 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 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. • Applicant shall retain the services of a Miami -Dade County Certified La'Doratory to perform quarterly test in accordance with PA 1 12, 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 Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 1 Manufacturer Quickrete Mortar (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current IN' OA) Frank Zuloaea. RRC MIAMI -DADS S7 PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road Wayne NJ 07-170 Approved:07 /06 /2000 Internet mail address: postmaster ©buildingcodeonline.com CONDITIONS BUILDING CODE & PRODUCT REVIEWS COMMITTEE MIAMI -DADS COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMIPI.IANCF OFFICE METRO -DADE FLAGLER BUILDING 1.*o WEST FLAGLER STREET. SUITE. 1603 • MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305)375 -_553 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -1903 PRODUCT CONTROL DIVISION (305) 375•190' FAX (305) 371.63:.9 Your application for Product Approval of: GA F Ruberoid Modified Bitumen Roof Systems Fur {1'owl Deck. under Chapter 8 of the Code or 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 (BCCO) 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 ofsuch 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 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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 I of 55 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Catett ore: Sub- Caterorv: Deck Type: Maximum Desist n Pressure Fire Classification: Product GAF Asphalt Concrete Primer GAF ;Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Rcof Coatin; GAF Jetb!ak All Ccmc ;I: GAFGLAS #75.&) GAFGLAS Y30 UltimaT" Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTN' 6 60 Ib. bags I, 5 t.allons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ROOFING SYSTEINI API'ROVAL Rooting SBS /APP, Modified Bitumen Wood -75 psf See General Limitation k1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED I3Y APPLICANT: Test Dimensions Specification 5, 55 gallons ASTM D 41 ASTM D 1363 5 gallons ASTNI 1227 I, 5 .allons ASTiVI D 2324 .AST\I D 3019 ASTNt D 3 -109 ASTM D 4601 ASTM D460I ASTM D 2178 ASTM D 2178 2 of 55 Acceptance No: 00011 - 1)g . • Approval Date: .July 6�p Expiration Date: November 06 2003 Product Description 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. Fibered aluminum coating. Refined asphalt blended v. ith a mineral stabilizer and II„c:s Permits adhesion to � ,et and dry s,irraces. 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 VI asphalt impregnated glass felt with asphalt coating. Frank Zuloaga, RRC Rooting Product Control Examiner .GAF MATERIALS CORPORATION Acceptance Nu: 00- 0331.03 Product GAFGLAS Ply - 1 1 .D GAFGLAS® Mineral Surfaced Cap Sheet RUBEROID® Modified Bitumen Adhesive GAFGLAS STRATA V ENTi Perforated GAFGLAS® Flashing GAFGLAS STRATAVENT Nailablc RUBEROID `lodified Base She_, G: \FTE\1P Isotherm R Tapered GAFTE\IP�s Isotherm R GAFTE`1P Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Test Dimensions Specification 5 sq. roll 76 Ib. roll ASTM D 3909 5 gallons 60 Ib. roll various 69 Ib. roll 3 sq. roll 67 lbs. various various various various various ASTM D 2173 ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 ASTM D 4397 D 3672 ASTM D 439 D 3672 ASTM D4601, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheet G2 BUR PA 110 PA 110 PA 110 PA 110 PA 110 3 of» 1 roduct Description Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber that cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral grulules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coatint . Polyisoc`. at',u —at_ Foam Tapered Polyisocyanuratc foals insulation Polyisocyamtratc loam insulation Tapered Polyisocyanuratc foam insulation Polyisocyanuratc foam insula Frank Zuluaga, RRC Rooting Product Control Examiner G AF MATERIALS CORPORATION Acceptance No: 00- 033 1.08 Product Tapered GAFTEMIP Isotherm RN GAFTENIP® Composite Tapered GAFTEi`1P.tss Composite GAFTEMIP® Composite A Tapered GAFTEMP® Compo A GAFTEMP® • Composite N Tapered GAFTEMP'x' Composite N G:\FTEN1Ps Fiberboard G.\FTE`•1Ps Permalite GAFTEMIP Recover Board GAFTEMIP High Density Fiberboard GAF #12 Standard Roofing Fastener Test Product Dimensions Specification Description various PA 110 Tapered Polyisocyanurate foam insulation various PA 1 10 Polyisocyanurate loam insulation with high density fiberboard or Permalite perlite insulation. Various various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. various various various various various 1 /2" thick various PA 110 Tapered Polyisocyanurate foam insulation with It igh density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate roam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 1 1 0 PA 110 PA 110 4 of 55 Fil erboard ins.:iritio 1. Perli: insulation bcarZ.. Perlite recover board High density wood fiberboard insulation. PA 1 Insulation fastener for steel and plywood decks. Frank Zuloa,a, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Accept:uice .u: 00- 0331.U8 Product GAFTITE® 414 Heavy Duty Rooting; Fastener GAFTITE ASAP GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 '/" Ruberoid® 20 Ruberoid® Mop Granule RLBERO!D MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 17uFR RUBEROID MIOP FR Test Dimensions Snccilication 3 " and 3' /" 1.5 sq. roll 1 sq. roll 103 lbs. 1 sq. roll 37 lbs. sq. roll 102 lbs. 1 sq. roll 103 lbs. I sq. roll 105 lbs. PA 114 Insulation fastener for steel. wood and concrete decks. PA 114 Pre - assembled GAFTITE fasteners and metal and plastic plates. I'A 114 Base sheet fastenin, assembly. PA 1 14 Round galva1umc stress plates. PA 114 Fastener for use in uvpsuin tectum and lightweight insulating, concrete decks. PA 114 Round polypropylene stress plates. ASTMI D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM1 D 5147 AST"l D 5147 AST\I D 51 - ASTMI D 5147 ASTM1 D 5147 5 ol'S5 Product Dcserintion Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated w ith polymer modified asphalt and smooth surfaced. Non- woven po s,cr neat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with tire retardant polymer modified asphalt and surfaced vv ;di mineral granules. Non -woven polyester mat coated with tire retardant polymer modified asphalt and surfaced with mineral granules. Frank Zuluaga. RRC Rooting Product Control Examiner Ue. r A1:1 1 t: K1: \L7 LIJKI 1 1t1.N 'Product RUI3EROID TORCH Smooth RUI3EROID TORCI l Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) G:\1' A:UM:nunt Gaul.:; 0 RUBEROID ULTRACLAD S3S GAF Aluminum Root - Paint GAF Built-Up Roolin�, Asphalt Test Dimensions Snecircatinn 1 sq. roll 87 lbs. 1 sq.. roll 102 lbs. ' /4 sq. roll 93 lbs. 3 /4 sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons 109. Roll 101 lbs. 100 Ib. cartons, bulk ASTM D 5 147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 AST\I D 635 6 of 55 \cccpcaoce No: 011 - 0331.198 Product Deserintion Heavy duty, polyester reinlorced, asphalt modified bitumen membrane, smooth s'urtace. Heavy duty, polyester reinforced, asphalt niudilied bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with tire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven tibervlass mat coated with tire retardant polymer modified asphalt and surfaced %with mineral granules. Onc way valve vent used to relieve built -up pressure within the roo1systent. GAF Vent Stacks are ap.ailable in metal or plastic. None ; lineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 Woven tibeNlass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel toil. 3 gallons AST4I D232 -1, Non- tibered. aluminum pigmented. Type 1 asphalt roofcoating ASTM D312, Interply mopping and surfacing asphalt Types 1, 11, III and IV Frank Zuloaga. RRC Routing Product Control Examiner GAF MATERIALS CORPORATION 'rotluct RUBEROID MOD Asphalt RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTr i • GAFTEMP GAFEDGET" Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP R7:co\e, Board Shingle- MateT" Underlayment GAFTITE:s ASAP RUBEROIDOs Modified Bitumen Adhesive I)intcnsi'ons 60 Ib. kegs 60 Ib. kegs 60 Ib. kegs Various Various Various Various Various Various 112 thick. Various sizes 4 sq. roll 30 lbs. 500 per box 5 gallons Test Specification PA 1 I0 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam PA 110 Tapered perlite board PA 110 Perlite board PA 1 14 Pre - assembled fastener and metal and plastic plates ASTM D 3019 Type 111 7 of 55 Acceptance Nu: 00 11331.113 Product Description SOBS modilied asphalt SEBS modified asphalt SEBS modified asphalt Tapered polyisocyanurate foam Cut perlite board Tapered perlite board Fiberglass reinforced shingle under1avment Fiber reinforced, rubberized Adheskc ran Zuloaga, RRC Rooting Product Control Examiner --� TRADE NA IES PRODUCTS MANUFACTURED BY OTHERS: Pyrox ,CAF Nl TERIALS CORPORATION Product ACFoam 1 ACFoam 11 Fastener Deklast Fasteners Deklast Hex Plate Test Dimensions Specification various various various Hy -Therm Nail -line various Hy- Therm SP various Hy -Therm AP various H}- Therm Stable R various H..- Therm \,\;11 ite various Lice 2 7/8" x 3 1 /4 " Deklast Lock Plate 3" x 3 1 /4" Product Descrintiun PA I I0 Polyisocyanurate Fo:un insulation PA 110 Polyisocyanurate loam insulation PA 1 10 Polyisocyanurate Foam insulation PA I I0 Polyisocyanurate Foam insulation PA 1 10 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate Foam insulation P. =\ 1 10 Polyisocyanurate foam insulation PA 1 10 Polyisocy anurate loan; insulation PA 11 insulation Fastenin, assembly PA 1 1 d Insulation Fastener for steel and concrete decks PA 1 14 Galvalume hex stress plate. PA 1 1 a Polypropylene locking plate. of 55 Acceptance No: 00 -033 1.08 t` lanu fa cturc r Apache Products Co. (with current PCA) Atlas Encruy Products (with current PCr \) Atlas Energy Products (with current Cclotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current I'C, \) Celotex Corp. (with current PCA) Celotex Corp. (with :.urrei :t PC -\) Celotex Corr' (with current PC - \) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. Frank Zuloa;a, RRC Roofing Product Control Examiner • CAF MATERIALS CORPORATION Acceptance Nu: 00 1'rod uct Deklast Fasteners #I5 Dektast Fasteners #12 Test Product Dimensions Sp ecification Descri Manufacturer I'A 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 1 1 4 Insulation fastener for steel Construction and ■wood decks. Fasteners Inc. (with current PCA) ISO 95+ Composite PA 110 Polyisocyanurate / perlitc Firestone ridged insulation (with current PCA) Asphalt ASTM D 312 Type III or IV Hot asphlat generic bitumin adhesive Asphalt Primer AST`-t D 41 Asphalt Primer oencric EPS • various PA 110 Extruded polystyrene generic insulation High Density Wood various PA 110 Wood tiber insulation board generic Fiberboard Pclitc /Urethane various P:\ 1 10 Perlite / urethane composite generic Composite board insulation Perlite Insulation various P:\ 110 Perlite insulation boar.: ,eneri� Po!•,ethviene 4 mil min. Vapor barrier. Air ba generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofin, Nails Tin Caps MB aluminum roof coating Minimum n PA 114 Corrosion resistant annular generic 12 ring shank nails Min. 32 ga. x 1' / Corrosion resistant circular generic discs. PA 121 Aluminum roof coating Grundy Industries 9of55 with cu Zuloaga. RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION ISO 95+ I SORoc Product Dens -Deck #12 Roofgrip #14 Roof.trip Gripdek Fastener Hexed Fastener 1-1ex1ra Standard Plastic_ Plate ENRG'Y Olympic Standard Olympic Fastener #14 Test . Dimensions Specification various 3" round various various various 3" round Product Description PA 110 Gypsum insulation board. PA 1 14 Insulation fastener or steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyoletin plastic plate PA 110 Polyisocyanurate foam insulation P;\ 1 10 Polyisocyanurate foam insulation P-\ 110 Polyisocyanurate foar; reckwool composite insulation PA 1 14 3" round ualvalume AZ55 steel plate PA 114 Insulation fastener 10 of 55 Acceptance Diu: 1)0- 0331.8$ i\lanuraeturer Georgia Pacific (with current PCA) 1TW Buildex (with current I'L'K\) IT\V Buildex (with current I'CA) rrw Buildex (with current PCA) I Buildex itlt current PCA) ITW Buildex (with current PCA) IT\V Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, (:%ith current PCA) Olympic \lanufacturin,, Group. Inc. (with current PCA) Olympic 'lanufacturing Group. (with torrent PCA) Frank Zuloa,a, RRC Rooting Product Control Examiner I.AF .'*IA C O RPOluT1ON Olympic Polypropylene Test Product Dimensions Specilicatiun Olympic Fastener g 1 2 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board UItraC rd Insul -Fixx Fastener Insul -Fixx P 3.25" round various various various 3" round PA 114 Polypropylene plastic plate PA 114 Insulation fastener PA 114 Pre- assembled Insulation fastener and plate PA 114 PA 114 Product Description Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate PA 110 Rockwool insulation PA 110 Rockwool insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate 11 0155 Acceptance No: 00-0331.08 `lanuf:rc Olympic Ivlanutacturing Group, Inc. (with current PCA) Olympic N1anut;tcturi 1 Group. Inc. (with current PCA) Olympic Manutacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens- Cornin, Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Parc:k. Inc. current PCA) Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PC: \) rank Zuloaga. RRC Rooting Product Control Examiner C..IF MATERIALS CORPORATION Test Product Product Dimensions 'Sr,ccification Description Rawl Fasteners 412 Rawl Fasteners #14 Rawl 2" Plate R:iwl 3" Plate Rawlite 3" Plate 202 1-IS Super Prep 11 Tru-Fast DL Tru -Fast 1-ID 3" round PA 114 2" round PA 114 3" round PA 114 PA 121 PA 121 PA ; !4 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 114 3" round galvalume AZ35 steel plate 12of55 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Acceptance Nu: 0U 11331.118 Manufacturer The Rawlplug Company Inc. ith current PCA) The Rawlplug Company Inc. (with current PCA) 2" round galvalume AZ55 The Rawlplug membrane plate Company Inc. (with current PCA) The Rawlplu`, Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Roof coating Thermo - Materials, Inc. (with current PCA) Roof coating, Thermo- Nlatcrials. Inc. (.�itlt current PCA) Insu!ation fastener (Jr s :. _ . Tru -Fast or wood (with current PCA) Tru -Fast Plastic 3.04" round PA 114 3.04" round polyethylene Tru -Fast Plate plastic plate ith current I'CA) Tru -Fast NIP -3 3.23" round PA 114 3.23" round galvalume Tru -Fast AZ50 steel plate (with current I'CA) PA 114 Insulation fastener for use in wood, steel or concrete decks Tru -Fast (with current f'CA) Frank Zuloaga. RRC Rooting Product Control Examiner CAF MATERIALS.CORIORATION Acceptance No: 00-033 LOS Product Tat-Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck EVIDENCE SU13NIITTED: Test Aocnc" Factory Mutual Research Corporation Factory Nlutital Research Corporation Factor` `lutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Test Dimensions Specificati various PA 114 I'A 114 PA 114 PA 110 Test Identifier Description Current Insulation Attachment Requirements \Vind Uplift FN1RC 4470 - PA 114 Wind Uplift F\IRC 4470 - PA 1 1-1 \Vind Uplift Fiv1RC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FIIRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Product Description Stainless Steel fastetter for use in steel, wood and concrete decks Insulation fastener fi,r use in steel or wood clerks Insulation fastener fur use in steel or wood decks High density wood fiber 13 of 55 FMRC 1996 J.I. OT- 4Ai.A`1 J.l 1 v S: \4.ANI J.I. IRIA6.AN1 1.I. OT2Q4.AM 1.1. OQGAG.AM 1.1. 3X3A2.AM `lanuf - fro -Fast (with current PCA) Tru -Fast (with current PCA) - I'ru -Fast ith current PCA) Wood Fiber Industries (with current PCA) Date 01.01.96 08 26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 Frank Zuloaga, RRC Rooting Product Control Examiner , GAF NIATERIALS CORPORATION Test•A`►encv Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift. FMRC Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Trinity Engineering Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation Test Idc'ntiticr Wind Uplift PA 114 Fire Resistance Classification UL 790 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 1 Description J.I. 0Y9Q5.AM J.I. I B9AS.AM J.I. 3D4Q2.AM 4483.04 97 -1 3600.02.95 -1 4'44S2.02.95 -1 R1306, S7NK1 1819 Acceptance No: 1)0- 0331.8 Date 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 02.02.95 Frank Zuloaga. RRC Rooting Product Control Examiner GAF MATERIAL CORPORATION Acceptance No: 00- 0331.08 SYSTEMS: Membrane Type: SBS Deck Type 11: Wood, Insulated, New Construction or Rerool• Deck Description: / " or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Laver Type Detail No. Per Board Density (see RAS 117) One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMIP ® Isotherm R, E'NRG'Y 2 Plus, GAFTEMIP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTENIP Composite A, GA FTElM1P Composite N Minimum: I" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP O Tapered Minimum: 1" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTE\IPOO High Density Wood Fiber, GAFTEMP Recovcrloard Minimum: '' x 4' x 4' N/A N/A N/A N /.\ Approved Type(s): Wood Fiber, GAFTEVIP^ Fiberboard `linimum: / :" x 2' x 4' N/A N/A N /:•\ Approved Type(s): Faroe \!inimum: " x 4' x 4' N/A NIA N/A Approved pe(s): Perlitc, GAFTEMIP S Pcrnnalite Minimum: 'A" x 2' x 4' N/A N/A N/A Approved Type(s): Fiberglas `linimum: 1)/16 x 4' x 4' N/A N/A Approved Type(s): Pcrmalite Tapered Roof Insulation, GAFTEMP® Isotherm Tapered Minimum: 'A " x 2' x 4' N/A N/A N/A 15 of 53 N/A N/A N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothermRN, GAFTEMP Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapered Minimum: 'h" x 4' x 4' N/A N/A N/A • t : •'. NE ;:r �v Frank Zuloaga, RRC Rooting Product Control Examiner GAF NIATERIALS Acceptance No: 00- 0331.113 Note: AU insulation shall be adhered to the anchor sheet in full ntoppings of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs. Please refer to Vfia ni -Dade County Roofing Application Standard RAS 117 for insulation attachment. insulations listed as base laver only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be bsed as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply Of GAFGLAS STRATAVENT ® perfuradetl laid dry or a layer of GAFTEivlP® PERiMALITE or tvood fiber overlay board on all isocyanurate applications. Anchor sheet: Base Sheet: Ply Sheet: Membrane: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: GAFGLAS® Ply 4 ®, Ply 6 :0, GAFGLAS Flex Ply"" 6.1475 Base Sheet. GAFGLAS #80 Ultima "' Base Sheet. STRATAVENT.ii Mailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of9" o.c. at the lap staugered in two rows 12" in the tield. Base sheet shall serve as anchor sheet for attachment of insulation (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #30 ULTIv1A "' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS Flex Ply "' 6, GAFGLAS® STRATAVENT® Perforated(Iaid dry), RUBEROID Mloditied Base Sheet or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq: (see General Limitation i;4). (Optional) One, two, or three plies GAFGLAS PLY 4'is, GAFGLAS® 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 20 , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, RuberoidZ Mop 170 FR. Rubcroid.& Mop Granule. RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACL.ADJ . fully adhered in an approved asphalt at an application rate 01 25 lb. /sq. ± 13%. Surfacing: (Optional, required if RUBEROID NIOP Smooth or RUBEROID 20 is top membrane) Install one of the f.:l:o\ 1. Gravel or slag applied at 400 lb./sq. and 300 Ib. /s; respectively in a flood coat of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved aspl;::,: at an application rate of 25 lb. /sq. ± 15 %. -45 psf (See General Limitation #7) Scc General Limitation #1. Scc General Limitation # I . 16 of 55 Frank Zuloaga, RRC Rooting Product Control Examiner GAF MIATEIUALS CORPORATION Membrane Type: SBS Deck Type II:. \Vood. Non- insulated New Construction or Reroof Deck Description: 1 / " or g reater 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: S.irt;tcir.�,: `laximunt Design Pressure: Nlaxintum Fire Classification: Maximum Slope: Specification No.: Acceptance No: 00 11331.08 GAFGLAS® #75, GAFGLAS #30 Ultima "' Base Sheet, GAFGLAS® PLY 4ID. GAFGLAS® PLY 6 ®, GAFGLAS FlexPly "' Base Sheet,GAFGLAStiJ STRATAVENT® Nailable, RUBEROID Moditied Base Sheet or RUBEROIDIi) 20 applied to the deck with approved annular ring shank nails and minimum I /" 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. (Optional) One, two, or three plies GAFGLAS PLY 4�E. G. \FGLAS"i PLY 6 q: Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of appro'. eel asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladT" SBS in adhered in a full mopping of approved asphalt applied within the EVT ranee and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® `lop Granule. RUBEROID® Mop 170 FR, RUBEROIDt Mop Plus Granule, RUBEROID® 30. RUBEROID® 30 FR or RUBEROID® Mop FR or RI,'BEROID L1traCladdT" SUS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 ._al.;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. r::spectiveiv in a flood goat of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an annn•. ^d asphalt at an application rate of 25 lb. /sq. ± 15 %. -45 psf (See General Limitation 47) See General Limitation NI. See General Limitation #I. 19of55 FranLuloaga, RRC Rooting Product Control Examiner CAI ;MATERIALS CORPORATION WOOD DECK SYSTEM LIMITATIONS: I f\ slip sleet is required with Ply 4(1y Flex Ply" 6 and PIv 6 L' fastened base or anchor sheet. GENERAL LIMITATIONS: w hen used as a ntechanicalk 2. 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck. Acceptance No: 00 0331.03 Fire classification is not part of this acceptance, refer to a current Approved Rooting Nlaterials Directory for lire ratings of this product. Insulation may be applied in multiple layers. The first layer shall be attached in compliance \%ith Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the 1 VT 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 approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowinu a continuous area of ventilation. Encircling of thc strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F•) value of 275 Ibf., as tested in compliance with TAS 105. If the fastener value, as Field- tested. is bole» 275 Ibf., insulation attachment shall not be acceptable. 6 Fastener ;pacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed ithia the specific system. Should thc fastener resistance be less than that required, as determined r. :il,!in t Official, a revised fastener spacing, prepared. signed and scaled by a Florida R_,i ;tc✓d Engineer or Architect may be submitted. Said revised fastener spacing, utilize the ithdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance with 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 Nliaimi -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter Hailers, metal profile, and /or Clashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 1 and the wind load requirements of Chapter 23 dale South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. t told, perimeters. corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended corners, and corgis). s 54 of 55 limitation is specifically referred within this NOA, General Limi tt u. appticalllc.) . i Frank Zuluaga, RRC Routing Product Control Examiner CAI MATERIALS CORPORATION 9 This Acceptance contains pages I through 55. END OF THIS ACCEPTANCE 55 of 55 Acccpta"c Nu: (10- 0331.08 • ,NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled, and the original submitted documentation, including test supperting data. engineering documents, are no older than eight (8) years. • 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 Approved ", or as specifically stated in the speci tic 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 oriv.inally 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 emtineer 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) \lisuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The N :lice of Acceptance number preceded by the words Nliam. -E :de County. Florida. and foltowd by the expiration date may be displayed in adver'.isinu ._ra irc. It any portion of the Notice. of Acceptance is displayed, then it shall be done in its 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 en_tincer. S Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Frank Zuloaga. RRC Rooting Product Control Examiner 72 ROOF COVERING MATf.RIALS (TEN TGFU)— Conti Roofing System One or more layers perlite, glass fiber, 3l4 in- min, isocya Insul nurat a , urr e u e thane, P erlite! isocyanurate composite, perlite / urethane com- posite, phenolic, 1-112 in. min. Base Sheet (Optional): One or more layers of Type GI, G2 or G3. mo o ur One or more lavers of "Ruberoid Torch" (smooth or Membrane On T . ch Plus" (granule), " Ruberoid Mop t 0 1. granule), "Ruberoid o (granule). granule) or "Ruberoid Mop Plus' Root Coating" at 1-2 gal; sq. Surfacing: "AL MB Aluminum • Incline: 1 - g tzss fiber. 3.'4 in. Deck: at o n ( tional): One or more layers pe'• :t - composite, perlite min. on (Op erlite; isocyanurate compo- min, isocyanurate, urethane p - pace. Ply Sheet One or urethane composite, hen 1-1 2 :n. min. olic, - ,.GAFGLAS = _ ; Base Sheet". Base Sheeet: One o: more layers of Type 0� in Flab¢ tn Ph echanicalh• G ,cG As rh GI hot meet: or P Sheet: One or more )ayes of Type mopped in place. , r anulel. 1 ? ,.. Membranes "Ruberoid . It FR" •'r Surf acing (Optional): GAF Fiber¢.. Aluminum Coating at _.a.- \fi : . : h e r Coat Emulsion at 3 gal, l, sq - Insulation Incline: 1 Dec(.: Insulation ;- One or more ,avers : ; ,�,,sre 3�:1.: Base Sheet: One or more lavers ,, - ., ; ur at Optional): min. isocyanurate, urethane, rcrLi< '` - . a:ura:e _ composite. pneno}ic. 1 - - :r. .., G.= �FGL�._ = ' Base Sheet" urethane composite. r t_ite. ,. Type - hot 1 fastener, in e ... mopped more layers of 1 One • GAFG' AS Ply t•" hot mopped in place. 'Membrane: . a :,aie Ruberoid Torc : ::: \.'.l:granum C, ::r._ a: ) Surf acing g ,Ortxna :;: GAF a: gal so,. Deck: C -1;, 3: or GAF leather Coat Emulsion a: - incline :�: ¢scree r _sass fiber, lso :yams :ate. 2 in. psis.. wood fiber, . ,- place. }Dints Insulation: V hkn ess, hot mopped or mechanically fastened. : any thickn - -- Base Sheet" Base mopped or iechanicallyefa tenedeinplace' Plc Sheet (Opt „G,FG' AcPiy ;" hot metre" P ional): One or more layer_ of Type CI or "Ply E," hot mo pped in place. _1Fr�' .granules• al , Membrane: "Ruberoid Torch 1, Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1 2 g or GAF leather Coat Emulsion at 3 cal sq. Deck: C- Incline: 1 2 rile:, any thick ss. She 1 �= a perlite or _lass Insulation mopped or l: mechan chant ically. - c t astene d to place. `pint_ s oft se: r t: Be e Sheet ". Base Sheett: : On °: r or more layer, of Type G - }ace. G =, 5 Base hot mopped or mechanically fastened in p Ply Sheet: One or more lasers of Type 01 "GAFGLAS Ph 4" or "PIY t not mopped it dace. ranulel. Membrane: ' Ruberoid Torch 170FR" 1g Surfacing Optional): GAF Fibered Aluminum. Coating at or GAF leather Coat Emulsion at 3 gal sq. Incline: ( : � ;ire clan 13. Deck: �C isocvanurate, wood fiber board, per. t • fnsulation thickness, ho t mopp e d or mechanically fastened in place. loints ti ^2r any thickness, hot �; 5 Base Sheet ". offset 6 in. Base Sheet: One or more layers of Type G, _' . hot mopped in place. or (Optional): One or more layers of Type 01 "'G AFGLAS Ply 4 Pry "Ply 6" ho Sheet lho t mopped in place. � Membrane: "Ruberoid ' Torch 170FR" Aluminum Coating al/ 1-112 granule). ' Surfacing (Optional): ali sq. gal/ sq or GAF Weather Coat Emulsion at 3. g Incline: 112 erlite, glass 14. Deck t (Optional): Isocyanurate, wood fiber board, p Insuly t (Op e d or mechanically fastened in place. Joints fiber, am thickness, hot mopp #75 Base Sheet ", hot offset 6 in. Base Sheet One or more layers of "GAFGLAS 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). (Optional): GAF Weather Coat Emulsion applied at 3 gall sq or GAF Fibere d Aluminum u m Coating at 1 -112 g all sq. re 15. Dec k: C -15i 32 Incline; 112 • ' 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY ROOF COVERING MATERIALS Roofing Systems (TGFU)—Continued Insulation (Optional): Perhte, fiber glass, isocyanurate. • e;: perlite 1 isocyanurate composite or phenolic. base sheet hot mu Base Sheet: One or more layers Type G2 or G3 or mechanically aste ed. Gl hot mopped Ply Sheet (Optional): One or more layers TY� - place. Insulation (Optional): Membrane: "Ruberoid Mop FR" or "Ruberoid 2 - Honall: fibe- lnclin glass, : 1 Perlite. icocyanurate 16. Deck: C -15132 t b in.:to ..,., :� perlite( isocyanurate composite or p ° G ` offs¢ or 0-3 - :' = >t = "_ -�• Base Sheet: One or more l • mopped or mechanically fastened. ` (aye of Type l ' Ply Sheet (Optional): One or r• place. hot Membrane: One `a■ i.a eroid Torch 7 77. Membrane: One lave• Incline: FR" (granule nod fiber j1?. Deck: \C (Optional): Terlit fiber ,:':.s Insulation lOP t ,; rnenohc. }ite isocyar. :rate composite urethane. per o ., •Payers Type ' G. o: 03 zse she:: Base Sheet: One or m or mechanically tio stel e more layer: Type G ` Ply Sheet (Op ..r._:. or . ,: Ruberoid ; }or Fri Membrane: One laver FR t= :an.ile . Incline: 1 fiber glass. : nod fiber :." Deck: \C K Insulation (Optional): perlite. `. p ; „� erlite; isocyanu:ate composite Type G - sheet, Base urethane, p (Optional): One or more layers of . Base Sheet IOp e G = :, Ply Sheet mopped (Optional): Oreaorcmore la' ers of Ty Ply Sheet tOp . 1 °otn , ' 1:-.......,...: place. ''Ruberoid Torch” Membrane: One laver of ;smooth). "Ruberoid Membrane: One laver of "Ruberoid Torch 1 - t f f. Mop 1-- FR" granule.. or "Ruberoid � ?u • ` � Incline: 1 Deck: \C 2 �, mOre 'wee:_ of pe:.:;c tionall: One Insulation (Op urethane. perlite isocyanurate corm 'site or . isocvanurate 02 'spec: Base Sheet: :_',1 not - r. - a o- Gib ,n -Homan •N Base She On� 'C c. ° \ re plies Karnak ,a, , or "rubes Memo n e O a: 1-1 2 ,. Membrane: One lase; of "Ruberoid �lor FR" Deck: C 1' ' FR" (granule), hot mopped or adhered with eadhesive Karnak e a ' ~ 1-1 ` ;l•' or Gibson = Homan' \a r1b'l" cold In l 4 2 Insulation: ,Polylsoccanurate am�hickne thickness. att•'•c Type G2„ „- Base Sheet: One or rore plies AS #75" Membrane: One or m �, ubberoid Torch tsm. "R� Membrane: "Ruberoid Torch 170FR" (granu a Deck: C -15. =: Insulation (Optional): Polyisocyanurate. wood fiber, r ne:f:tc :. any thickness, On or more plies of Type G2 "GAFGLA' mopped or mechanically fastened. Base Sheet: hot :nor:, "Ruberoid 20 FR" base sheets, hot mopped or mechanically :� "" Membrane: One or more plies of "Ruberoid 30 FR" place. Incline: 1 (Optional): Polvisocyanurate, wood fiber, perlite, Deck: 32 fiber insulation ann Op y thickness, hot mopped ed or mechanically fastened. mo ": tides Base Sheet: One or more plies of Type G2 "GAFGLAS #75 hot or mecharucallY fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid: FR mopped in place. Incline: 1/ hot moF' Membrane: One or more plies of "Ruberoid 30 FR "- place. �ast2nrs• 23 Deck: C-151 tionall: Fiber glass or perlite, mechanic alf Pa „' Insulation (Op ally Sheet: One or more layers Type G2, hot mopped fastened. LO OK FOR THE UL MARK ON PRODUCT a} s1 2 g 1F 1Q 21 eet: e: in p t Roo - g" at. NC Hon 2 in. r... Sheet: •'ed "o t. brave: ring: Coating a: leck: insulation: *se Sheet roofing asp. M S AsItialt Ro Deck: NC M Surfacing: Asphalt R. Deck: NC Insulation mecharica Base Shee• rally faste• Membran. Surfacing "Weather Deck: `C Insulation urethane Base Sheet adhered Membra is Surfacing: mere R gal, sq. Deck: NC lnsulatior wood f :- idhered Base Shet Membrar Surfacinti S -2,3c. and 17 Deck: C Insutatit any a•n Ease aitherec 'Wnibr St /faci: 6213 17 at a: 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 Co mencement. 1. Legal description of property and street address: • N - S 1,ir►1 4/4 I 2. Description of improvement: 1)=1/4 / 1) J e i t4t , / 4 ►?f• 3. Owner(s) name and address:c ' 3 4/7N O NE 9 5 Mia Rtit1 � 10Y'� ►P 3313 Interest in property: 0 (kiII'1 en Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6 u jflj/ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) , Sig ture of Owner int Owners Nam Sworn to and subs Notary Public Print Notary's My Commission Expires: 07QVE OF FLORVDM, tAuu i V' eF DE CP EREBY CERTIFY that thrs cs a true coa & l Cfijrnal file ona� da y or AD 20� CYITNESS my hand and Oihclal Seal. G'ARVEY RIDVIN, > rcud and County Courts D.C. 02R057282 2002 JAN 30 11:56 Prepared by: FIL O 111/ e 1c Address: )' 9S l E /1 i A ►�I i �1h yr Q r °o°=,' ua.. 127.01.52 2Nr/IL1, Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1/29/2002 Applicant: STEPHEN Owner: MOORE Contractor KAWALEK PAUL Local Phone: Parcel # 1132060142210 Job Address: 760 NE 97 ST Fees: FEE2002 -518 FEE2002 -519 FEE2002 -520 FEE2002 -521 Permit Status: Description Building Fee Buildier's Bond CCF Notary Fee Total Fees: building Permit Permit Number: BP2002 -174 ALLEN SUE Address: 485 NE 92 ST Cellular: Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 LOT 5 & W1/2 LOT 4 BLK 69 LOT SIZE 75.000 Amount $247.50 $300.00 $7.80 $5.00 $560.30 Approved Permit Expiration: 7/28/2002 Construction Value: Work: TEAR OFF FLAT ROOF; REPLACE Page 1 of 1 Total Fees: $560.30 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct ordinances pertaining thereto and with the understanding that the work will be I and approved by the proper municipal authorities. This Permit may be revokec authorization. A further condition upon which this permit is granted is the unde ordinances and regulations pertaining to the work covered hereby whether shop by his agents, servants or employees. Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the w with the plans, drawings, statements or specifications submitted to the proper a myself, my agent, servants or employes. Signed: (Contractor PAUL R. KAWALEK ROOFING & PAINTING 485 N.E. 92ND STREET PH. 305- 754 -0191 MIAMI SHORES, FL 33138 -2566 63-27/631 11 810 � a e Pay order of I Ck.M It order of F ve ' RAdrecL 51 '/ . - r• n • • ,'•, I•Y 1 P 1 fl _ - n n 1 n n 1/ • I• 1 • ,1 • .. • 1 • • n 2419 Date J/30/cQ $ Bank ofAmeric . H Filr 0831002 �"�" _• � For AC I ropti ( I 6t , --° -- �.— Dollars e PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date (-o /zl Job Address 2 q, ® /�L 'd 7 Tax Folio Legal Description ' 9 b N / c 1 r0 Owner/ a /TAnard C 0, �� R A N II L S Owner's Address 1 7 J V e— (9 7 ! /1 Historically Designated: Yes // /r 0/ No_ Master Permit # 3 gl et P75 - cr- Phone Contracting Co. 7. ddress hone 5 Qualifier Municipal #Vie' /�3 7C Competency # e-zleXt7/'7 Co. Address Address State # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL \ ROOFING PAVING FENCE SIGN WORK DESCRIPTION 7�. v4 7 Square Ft. / Estimated Cost (value) e9. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO 30 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. AwA °/9 , 4, Signet of owner an or Condo President Date . Signature of Contractor or Owner- Builder vn N ot asp Owner and/or Condo Pr M CRTrits r E pil**s , , Actih €,'eal. O r ( F . rnQ L.3 g.30: eik' (.,-07::' , Z Z iOf] ;11UYAKER ..,...©<;012G1 V .k iz ., @3' F. V coE isetort •EZF. or o - O ' ofG. 1e IFS: PERMIT RADON Date Notary as to Contractor or Owner- Builder My Commissi C.C.F. NOTARY Building APPROVED: Zoning Mechanical Plumbing ? litg e OFFICIAL NOTARY SEAL �i ILEANA M BARONIEL . ,; COMMISSION NUM3ER • < CC314593 7 1 Q � MY COMMISSION EXP. ` � O F F\ SEPT 12 ,1997 Electrical M L; 1 ) TOTAL DUE Date Engineering Job Address: 79, 7 5p Contractor Process No. APPENDIX 'E' GENERAL: ,30//- T vO gam'/' //v6 Type of Roof System Assembly to be Applied: G,rP 5 .4%42 r y - Manufacturer of Roof System Assembly: �j A Product Control Approval Number: yy : /D /9. O/ System Number from Product Control Approval: / — .. — 3 — (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 12ao1.1ee 9/94 METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: Ai ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 _ Job Address: ( Check one of the following) Recover Re -roof __ New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Y If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes, attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) Ply Sheet(s): ( Type and method of attachment ) Contractor Process No. /.vo-t7'p i� ,) J/C� 4,-NA 44 6 + r - / 7 AY.g /b47Z k/ 7'' / ? /•i 01. / T /1" I — X aggeeK a- 64- 1A,95 obr Built -Up Applications and Modified Bitumen Systems Page -2 Y v N N Job Address: Contractor Process No. Top Ply: (Type and method of attachment ) Surfacing: ( Type, if applicable ) • r�oP,o�D ev 7`1 hrisr / - P..L x 6 ,,a4A - rq /,gg0.& -. Flashing Materials: / — 4 4Y /ii , (Type and method of attachment ) //i' �,4✓4 Tom' /I Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: Contractor Process No. . T inches T I _ inches T inches 3 73 Top PIy , �j A? /NC ` XV# �� ��f�� Bonding Material: r r ys7 Ply Sheet(s): GAf 4 A' PA 7 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: (briefly describe. Vomelleabte) Bonding Material: do r 7 - 1 ,r Fastener: I �Q //t/� �f�► le /29Y - Base Sheet: a,e,yZ4' 0 7 - Bonding Material: (1Jbase Jiver bonded) Fastener: hi, (iJtop emulation layer meth. onached) Top Insulation Layer: (Uopplieable) Bonding Material: ( if top ovulation layer bonded) Fastener. (iflnrula"on mech. orroched) Insulation: Bonding Material: ((1lMdarion bonded ) V a Retardr. Uopppor lieab/r e ) Primer. (Uapplicabl,) Built -Up Applications and Modifed.Bitumcn Systems Page -4 _ DECK: Type: ee ls Gage or Thickness: / Density, if concrete deck: t Job Address: Contractor PERIMETER DETAIL #1: Parapet Wall Detail Process No. Coping Cap Gage: Fastener Spacing _ o.c. Clip Type: Clip Gage: rzozc,/ Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, eta Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: Contractor PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop � Drip Edge. Insert leaders indicating Roofing Components names, dimension, thicknesses, etc. Include fastener type and spacing used for wood- blocking attachment Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: � Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Process No. Job Address: Contractor Process No. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eidsit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #5: 'Other' Detail PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: Contractor Process No. Insert Building and Parapet Heights. (lino Parapet exutt, insert "N/A' ) Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: Al Hurricane Oceanline?: Basic Wind Speed at Building Location: Y t/N 110 moh Building Condition based on G / % of Openings: P,y//f 7 feet GROUND LEVEL BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: Contractor BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page-9 Process No. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (SeeASCE 7 -88 Fact Sheet Attached ) (P4i/ ) FI /71 (i Ir/�de) I g 2 3 ' /` 2 / T 1-1 Job Address: Contractor Process No. • -- FOR PLAN EXAMINER USE ONLY -- Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: Y N Built -Up Applications and Modified Bitumen Systems . Page -10 Job Address: Contractor Process No. Reviewed Field Test Data ?: Notes: Additional Notes: Y N Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner c a4 L'.:c:: totolb oc 2 Four. P0py trio" c, 'Pony -Coo Spacial WI* ` Polyfoom 251 • or - Polyfoam 303 - , tin. ann. 9000 Coot: GacoSi1 S-1000" appred at 1 Od/sq (10 dry mild Surfoclrao. - Gaudier S 1000 meshed ao 1 gal /sq 110 dry nuts/ GAF BUILDING MATERIALS CORP, WAYNE NJ 07470 R1308 (NI ASPHALT FELT SYSTEMS WITH HOT ROOFIND ASPHALT Type 02 asphalt glass mat bass she ( #26 Base Sheer, is a suitable 'Resets for Type 61 asphalt glass Fiber ply sheet rGAFGLAS Ply 4" or '"GAFGLAS Ply e"1 in the ChM A. e ot C roof systems indicated below. The roof deck may lust be covered with a Type G2 asphalt glen met base shed "GAFGLAS Sos tavern {Vent -Ply! perforated' or "GAFGLAS Stretaveni (Vent -Ply} for nairbls decks - . Perforated to hi mopped and neilab4 to be mechanically attached granule side down. As an option Type G2 asphalt glees mat base sheet ("GAFGLAS T Base Slseel" or `GAFGLAS Siretavetrt (Vans -Pie for imitable decks') may be subsituted for GI asphalt glees Geer ply sirs: ('GAFGLAS Ply 4" or "GAFGLAS Ply 6'y as tie nailed beige ply in the following systems. Bottom pry or base sheet may be solid mopped. spot mopped or mechanically fastened. Unless otherwise indicated. all irmuiations may be hot mopped or mechanically fastened. - GAFGLAS Flashing or - Ruberoid may be used for Dashing on any of the Class A. B or C tts TOMS Bated below When "credo's is referenced. teas includes "GAFTFMP Perlite' or any other UL Classified oath insulation Crushed stores or slag are suitable alternates for graver in any d the Class A B or C systems let. ed. Structural cement fiber betiding .miss are considered suitable to be included as a deck it the fal- lowing Class A B or C systems listed over C - 15132 or NC. Th. use M ITYPSo t board under any of the following Class A. B or C systems doss not ednssdf effect the iodine The use of 1/2 in mac gypsum booed is an accepfabfe atternate for rnsahtion mar C -35/32 decks The nee of I.ulysryroue msulatian board between into 3/4 ten perhte board and deck w99 redo Im per fperl.te: usm paper /pnlystyrene/perhtnl is a suwabl.r allemate lac isocyanurate board in Cis lot lowing Clans A. 8 o. C systems IHathorm N may he substituted for any isocyanurate insulation in any of the following Ciesaitca noes CLAS;r - A, Band C Hot root...) asuhall, for use with organic a glass Nis or n.odrl.ed bitumen membranes. 'Class A 5 1 - Deck. C 15:32 //f Incline:3 (nsulatio.. (Optioned: One or mores Iaye9 r t-a4.1 wood fiber, glass beer, isocyanurate. an lheng pgrll1 e'.tocyanurate compose& emote/urethane composite. wood riber /rsocyaaorait cumr•osrtr.. phenolic. any thickness Pry Sheet three or more layers Type 01 `GAFGLAS Ply 4 or "GAFGLAS Pry 6 ". hot inn oe. Surfacing: Gravel. 2 Deck C 15:'32 Incline: 2 lnemlat.on (Optioned One or more layers perhte. wood fiber. glass liter, isocpanerata, vie thane. Peadei.socyaoorate composite. pe rbleilrrerhane composite, wood fiber /isocya•+ re r:r•mposee. uhenohc ray thickness PIy Sheer: Truee w more layers Type 0 1 GAFGI AS PIy 4 - or 'GAFGLAS Ply 6 - . Cap Sheer. One layer Type (.3 "0.4$Ol AS ka.neral Surtaeed Cap Seem - . 3 beck: 34C triclinic 2 IpsuIetron (Optional): Owe no rice savers partite. wood fiber. glass fiber..ocymwate, Fire thane. ,erh le /rsocyarerele composite. Define/urethane composite. wood fibet/eriocyanitue c0tnpcsire phenolic 2 in. max. Ply Sheet: Two o r more layers Type G( 'GAFGLAS Ply 4" or "GAFGLAS Ply 6'. Cap Sheet: erre layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet - . Deck. NC lredkrc Tt2 Insulation: One or two layers 'Isotherm R. • in man, hot mopped. Ply Sheet: Any UL Classified pravel weaved Vass A aspbaf glass Tiber roans sysfasa. Deck: C -15/32 kmcfis.: 1 Ate Sheet (Optionatk Red rosin paper, nailed to desk. S ew Sheet One layer of Type 62 • GAFCAAS $75 Base Sheer hem be slag. My Sheet One or more layers of Type G 1 "GAFGLAS Ply/t4 or GAFGLAS Pty B. Cu p Sheet One layer of Type G-3 " GAFGLAS Mineral Ser aced Cap Sheen'. S. Deck: NC McBee 3 S aw Sheet One layer M Type 62 - GAFGLAS s76 Base Sheer Ply Shot One or more ryas of Type 61 GAFGLAS PIy 1 or GAFGLAS Pip s'. Cep Sheet One layer of Type G-3 GAFGLAS Mineral Swfaced Cep Sate/. T. Deck: C- 15132 Mclrae: 2 Megletonc Om or mere beery puISIS ghee fiber, bocysarroe whim, liesSMAMMenglm composite. p.Aiteleselbeae compause plsaoic. 1.0 is mist West from plywood Miami el Sees Sheet One or more Myers of Type 61.62 or 63. Membrane One or more layers of - Rsobaroid Torch (s01oa er grsadelL "IMrW Tone Plus (gees d . Ateberoid ttep- temete t or grarsdel or "Illidignire Mate ems Strum.* 0 11. sr0 COP Sheet GAFGLAS Mia Saeta cad Cep Sheer, hot napped. Sick: C -15/32 fnogne 2 ilmt/adon (Opie nsM One or more Myers p.AAe. wed few. glees Tiler, ro yewvoe, em Mare. W+Ilte/sse.Ya01Riee ceeteeeit.. pargesturettome composite, wood fear se corrposna, pl erdic. sag Micheesa S ees Sheet Two or snare lens el Tye. 02 re 03. C Sweat 40ptte.elk One or soon layers of Type OE • Nssbreesr One or mere layers of - Hafted Torch" (.nsooals or paerda(. 1Mtbersie Tech Phis" (pranaI$. - Rsbetuid (twteetlt or rr.la04. of "R0Wsoid Map Phis fgrs.ufol LOOK FOR MARK ON PSZOTMSCT , ,,.. .i - t,tr/11rirUvtl 'f:AFGLAS 0,11- jl Surtccod Cop Sl.- 944 moPPed Clara b G 16/32 Incite: 11/2 kstutatlon (Oedema* One or moue layers permits, wood fiber, glass fiber. IrocyanurSte we* thane. parlite/isoryan.rate composite. perhte /.methane composite. wood Nber/ ocyanurate composite. Phenolic. any thickness. Ply Sheet T w o or more layers of Type G 1 "GAFGLAS Pty 4" or - GAFGLAS Ply B' Cap Sheet Type G3 - GAFGLAS Winona Surfaced Cap Steer. hot mopped. 2 Dace: C - 15/32 Incline 3-1/2 9t 04.tion (OplrnelR arse or more layers partite, wood fibet glass fiber, isocyrrrate. ure- than*. perira/iaocyantrate composite, perlits/melrane composite, wood fibsr/isocylmim composite. phenolic, any thickness. B ase Sheet Two or mere layers of Type G 1.62 or 03. Membrane One or more Ipyen of "Buteroid Torch (smooth or grenade. '' Rubroid Tomb Pas (granule', - Raberoid top (smooth or Grano.' a - Rubroid Mop Plus" (granule Cap Sheet "GAFGLAS Mineral Surfaced Cap 5heeF', hot mapped. Ceres C I Deck_ C -15/32 Incline 1/2 bmutadon IDplione* One ow more Lsyers peer*. wood fiber. glees fiber. ieocyenurets. tore thane. padiIa/iaocyanurate composite. perlite /urethane composite. wood Nb.rtmocyanurste composite. phenolic, any thickness. Ply Sheet Three or MOM layers of Typo 61 - GAFGLAS Ply 4 or "GAFGLAS PIy 6• Surfacing: - Special Roofing Bitumen" 20 Ibs/eq. COAL TAR FELT SYSTEMS WITH HOT RC 3F000 COAL TAR Claes A neck: C-16/32 trans 1/2 Inaukel on fO)ttioea¢. One or more Isyers pulite. wood fiber. glass fiber, isocyanunos, ure- thane, perliss/Isncyanurare composes. perhte /credo s: o a. rposit. wood flber /isocyenurele composite. phenolic. any thickness. Ply Billet Three or more layers of mopped with coal tar bitumen Surfacing Gravel. Type G 1 " GAFGLAS Fly 4" or "GAFGI AS Ply f ' . :rot COMBINATION HOT ANO CCU) SYSTEMS Class A Deck: HC incliner 2 insulation 4Optiuoalk One or more layers perlite, woor"•ls- or glass fiber. 2 in ma. Ply Sheet Throe or more layers of Type G 1 '"GAFGLAS Ply 4" or " GAFGLAS Ply 6' Surfacing: Grundy Industries "al MB Aluminum Roof C.r.,b.se' at 1 -1/2 gat/se 2 Deck: NC Incline: 1 lnsoialion lOptianell: One or more layer perms. wood finer, glass 'it er, iso_ysnutela. Me- thane perhte isocyanuraIe composite perlite/urethane t 01090540, wo,a. fiber /isocyamerate cat :pos.re. phenolic, any thickness. Ply Sheet Three or more layers of Tyue 0l - GAFGLAS Ply 4 or '04301.45 Pty 6' Serlecing: ' Weather Corsi Emulsion" al 3 gaffs.) 3 Cart AC fz -firs - . 1! Insulation: One or two layers '"Isotherm R". 4 in., hot propped Pry Sheet Any 1.11. Clas0Aied gravel solaced Class A asphalt glass lobar mat s -slam. Class B 1 Chemed. 2 Voce, C -15/32 Inchon 2 foundation Meths/lag One or more layers permits. wood fiber, glass fiber rsocyeoerete, lkaa& penis /.socyenurate composite. pe11ila/uretbene composite, wood eel a riisocyan irate composite. phenolic. way thickness. Ply Skeet Three or more layers of Type 61 ' Pay 4 o - GA.i.IAS Ph 6 ". het mapped. Srsrlaciig: Grandy b.dustnes - el MB Alomobtam Roof Loafing". 1-1/2 gws/sq. Deck: NC Inctitte< 2 its ietiost f0pliortee One or snore layers partite. awed P6er glass Fiber, isoeyn orate, tae. Pane. perlite/ compose*. perliteranot tone con pontos woad fiber/metre/2'n . composes. 9tlemotic. any thickness. Ply Sheet Three or none layers of Type G I "GAFGSA.i Try 4 or ' Ply 6 Susadrg: - Wernher Coat fealties. AF' at 1 -1/2 gebw Chars C D eck: 015/32 ;n a.a: " ass blseheon lOpd.sea One or mom lames petite. mood flame► . gem Tiber, 2 M. ekes. Pal Sheet Those or more tassel of Type 61 GAFGLAS Phi 4 - re -- GAFGLAS Ply 8r. Sief .I.,. Grundy Irrdtstriea "el MB 4110104.001 Roof Casting" as 1-1/2 ti or - Weee er Celt floodgate at 3 gabs¢ Z Creek C- 151322 :amcOaet 2 eds Optima! Optiat One or more layers pule., wt er. e rib gem fiber. tracers. ere bl re 1Msaq 10 composite; perlitalmeentee cerepariee, land bber /Ieecya0urete compeMe. pleseekc, ass! dlichmste P l y Meet Three or more layers of Type G 1 '"ON6tAS PM 4" or - GAFGLAS Ph P SelfMlrg: Wanly bduforias -r Mi Atreus= Reef Coe1iiap at I -1/2 geese. 2 Opdt C -15/32 Male lAdireilae Btee belle Myelgspa Ore or more Myers peas, wend thee, ghee Aber, rsgs.wtnt win S eep. puISMTreamenele astpoeil4 Pe iosioroil ome composts*. woo! Ilb&r/Meofloso esw o cocci e. phenolic. spy Micrrwa Ply Sheet Three or more hem ai Type 61 - GAFGLAS Ply 4' "6A7G1AS Pre. 8- 5stacit6 'rree1* as 3 gaiireg SMILE PLY e1EMtSAIE IIOOPMi8 =IfiTEOti adaee elftemege irtdested perttIc resseeaiwe may be teed le we of the fo4erimg systems. Deice otherwise 9dlceeed we of dr. inlbrwtq Single Ply Membrane Symons may sol meltigb /yews d Ilab.rold Msatbrene. METRO• " /ADE GAF Materials Corporation 1361 Alps Road Wayne, Ni 07470 OARRUTH M13,125.0 OF B., Floe 30t 511017 MIAMI satrA ERMLC:_r_c_o_NaRaum Your application for Product Approval of GAF Conventional Built -Up Roofing Syst me 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 Factory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Codc Compliance Department to be used in Dadc County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsitc or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Codc Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 1014.01 • EXPIRES: NOV 101997 APPROVED NOV 1 0 1994 METROPOLITyiv LADE COUNTY, r METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 Ciamond, P.E. Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has bccn reviewed by the Metropolitan Dade County Building Codc Coinpliancc Department and approved by the Building Code Conpnittce to be used in Dadc County, Florida undcr the conditions sct forth above. Charles Danger, P.E., Dirccto Building Codc Compliance Department Metropolitan Dadc County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Membrane Roofing System Sub - Category: Built -Up Roofing Type: Conventional Sub -Type: Fiberglass William J. Woodring Director of Technical Services 1361 Alps Road Wayne NJ 07470 (201) 628 -3000 Product Control Notice of Acceptance Roofing System Approval Product Control No.: 94-1014.01 Approval Date: NOV 1 0 1994 Expiration Date: I ] g �'. j GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. The GAF Roof System Assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at I- 800 - ROOF -41 1. lilt lramond, I/ • Product GAF Asphalt/Concrete Primer GAF Fibered Aluminum Coating GAF Gaftite Roof Insulation Fasteners GAF Jetblak All- Weather Packing: I and 5 Plastic Cement gallon pails. GAF Jetblak Flashtitc® Cement GAF Mineral Shield® Granules GAF Plastic Cement GAF Weather Coat® Emulsion GAFGLAS Ply 4® GAFGLAS Ply 6® Trade Names of Products Manufactured or Labeled by Applicant Dimensions Packing: 60 Ib. bags. Test Specifications Packing: 5 gallon ASTM D 41 pails, 53 gallon — drums. Packing: 1 and 5 ASTM D 2824 gallon pails :PA 114 ASTM D 3409 Packing: 1 and 5 ASTM 4586 gallon pails, 53 gallon drums. ASTM D 1863 Packing: I and 5 ASTM D 4586 gallon pails, 53 gallon drums. Packing: 5 gallon ASTM D 1227 pails. 3' x 180'; Rolf ASTM D 2178 weight: 44 lbs.. Type IV 3' x 180' Roll ASTM D 2178 Gil Diamond, P.E. Product Control No.: 94- 1014.01 Product Description GAF Asphalt/Concrete Primer used to promote adhesion of asphalt to dissimilar surfaces in built -up roofing. A cut back asphalt based protective coating containing leafing type aluminum pigment and inorganic fibers. Insulation fastener system. Available in a variety of lengths and styles. All- Weather Plastic Cement used to install flashing and may be applied on wet surfaces. Coverage: 1 gallon/14 R.'. GAF JetblakTM All- Weather Plastic Cement shall be used for flashing applications only. A trowel grade cut back bitumen flashing -grade cement mixture, containing inorganic fibers and mineral stabilizers. Granules for surfacing of exposed asphalt, cold process or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. A trowel grade cut back bitumen standard -grade cement mixturc, containing inorganic fibers and mineral stabilizers. Clay based emulsified asphalt coating with inorganic fibers. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type VI asphalt impregnated heavy duty it i /i . e . r ., ,: Weight: 52 lbs GAFGLAS Stratavent® Dimensions: 3' x for nailable decks 36'; Roll weight: 69 ' lbs.. GAFGLAS® #75 Base 3' x 108'; Roll Sheet weight: 75 lbs.. Type VI glass felt for use in conventional and modified bitumcn built -up roofing. 'ASTM D 4897 ASTM D 4601 2 • . Product•Control No.: 94-1014.01 1-teavy duty fiber glass base sheet impregnated and coated on both sides wish asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. • Gil Diamond, P. Prod.. Cor.tr.,I No.: 94- 1014.01 dih GAFGLAS® Mineral Surfaccd Cap Sheet GAFTEMP GAFTITE® Base Sheet Fastener Gafglas® Flashing Gafglas® Stratavent® Perforated Ruberoid® 20 Ruberoid® 20 FR Ruberoid® Mop Granule Vent Stacks (metal and plastic) 9 3'x 108'; Roll weight 76 lbs.. various I' x 72', 1' /i x 72', 3' x 72'; Roll weight: 25 lbs., 38 lbs., 76 lbs.. 39.4" x 33.4'; Roll weight: 90 Ibs. 39.4" x 33.4'; Roll. weight: 90 Ibs. 39.4" x 30.5'; Roll weight: 103 lbs.; Roll size: 100 fl.'. ASTM D 228 PA 114 PA 114 Proprietary 36' x 3'; Roll weight: ASTM D 4897 60 Ibs . ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A); UBC No. 52 -2; ASTM D 1929 (Plas.) & 635 (Metal) 3 Gil Diamond, P.E. An asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules uscd as the top ply in conventional built -up roof membranes. Polyisocyanurate foam insulation. Bascsheet fastener for built -up roof systems. Asphalt coated glass fiber mat flashing sheet available in three sizes. Heavy duty perforated fiber glass base sheet impregnated and coated on both sides with asphalt, with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Asphalt modified bitumen membrane, polyester reinforced for use in conventional built -up roofing. Asphalt modified bitumen membrane, polyester reinforced and trcatcd for firc resistance, for use in conventional built -up roofing. A heavy duty, resilient, asphalt modified bitumen membrane, polyester rein forced. Used in flashing applications for conventional built -up roofing One way valve vent uscd to relieve built -up pressure within the roof system. GAF Vcnt Stacks are available in metal or plastic. ,% / `� %�� • Trade Names of Products Manufactured by Others do Product Dimensions Test Specifications Product Description Product Control No.: 94 - 1014.01 Manufacturer Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation AC Foam II various PAI 10 Polyisocyanurate foam Atlas Energy Products roof insulation AC Foam -I various PA 110 Polyisocyanurate foam Atlas Energy Products insulation. Roofgrip Fastener PA 114 Insulation fastening Buildex assembly Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex insulation Hy -Therm Nail -Line various PA 110 Polyisocyanurate foam Celotex insulation • Hy -Therm / Pyrox / Various PA 110 Polyisocyanurate foam Celotex Corporation White Line insulation Anchorbond Fastener PA 114 Insulation fastening Construction Fasteners assembly DekFast Fastener PA 114 Insulation fastening Construction Fasteners assembly ES -30, ES -45, ES -60, PA 114 Base Ply fastening system ES Products, Inc. ES -90® Fasteners (lightweight concrete decks only) Nail -Tite Type R Fastener PA 114 Insulation/base sheet ES Products, Inc. fastening assembly. 4 Gil Diamond, P.E. .� • i • ISO 95 + Composite Vat ious AL MB Aluminum Roof Coating • Gripdek Fastener Hexcel Fastener Hextra Fastener Tapcon ISO 95+ UltraGard .E'NRG'Y 11 ISORoc Con -Tice Fastener Olympic Fastener CR -1.2 Base Sheet Fastener various Various PA 110 PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 Various PA 110 various PA 110 PA 114 PA 114 PA 114 5 Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Polyisocyanurate / Perlite Roof Insulation Roof Coating Insulation fastening assembly Insulation fastening assembly Insulation fastening assembly PA 114 Insulation fastening system ITW/Buildex Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam roof insulation Polyisocyanurate foam insulation. Insulation fastening system . Insulation fastening assembly CR -10 coated galvanized steel fastener. Gil Diamond, P.E. Product Control No.: 94 - 1014.01 • Firestone Building Products Company Grundy Industries ITW Buildcx ITW Buildex ITW Buildex • International Permalite Manville Roofing Systems NRG Barriers, 1n:. NRG Barriers, Inc. Olympic Fasteners Olympic Fasteners Olympic Manufacturing Group, Inc. • CR =$ase Sheet Fastener CR -Base Sheet Plate GlasFast Fastener Glasfast Striker Fastener Paroc Multi -Max Insulfixx Fastener Plate Fixx Fastener Rawl Drive Rawl Spike Fastener Rawlite Fastener T -Fast Tru -Fast Fastener ASTM D 312 roofing asphalt various various PA 114 ASTM A 525 PA 114 PA 110 PA 110 PA 114 PA 114 PA PA 114 PA 114 PA 114 PA 114 ASTM D 312 6 CR -I0 coated galvanized steel fastener. 2.75" galvalume steel stress plate Insulation fastening assembly Non woven fiberglass mat insulation. Polyisocyanurate foam insulation. Insulation fastening assembly Insulation fastening assembly • Insulation fastening system Insulation fastening assembly Insulation fastening system Steel/Wood fastening assembly Insulation fastening assembly Gil Diamond P.E. Product Control No.: 94- 1014.01 Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Owens - Corning PA 114 Insulation fastening system Owens - Corning Partek, Inc. RMAX SFS /Stadler SFS /Stadler The Rawlplug Company, Inc. The Rawlplug Company, Inc. The Rawlplug Company, Inc. ASTM D rooting asphalt. n Trinity Engineering, Inc. Tru -Fast generic Fiberboard Product Control No.: 94- 1014.01 ASTM D 41 Asphalt Primer generic I'A 1 10 Fiber glass roof insulation generic l • ,Gypsum She . Various PA 110 Gypsum Sheathing used in generic specific Roof Insulation Assemblies High Density Wood various PA 110 Wood fiberboard generic insulation. Nails ASTM A 641 Min. #12 corrosion generic resistant annular ring shank nails, FT-N-105-B, Type 2 Fertile PA 110 Perlite insulation board generic Red Rosin Rosin paper for barrier generic layer on wood decks Tin Caps 1 5/8" - 2" Min..010" (32 ga.) x 1" generic corrosion resistant disc 7 /7 1 .i. <. 1.:.•■+/; • • N� Gil D({mond, P.E. Test Agency Factory Mutual Research Factory Mutual Research Corporation Underwriters Laboratories, Inc. Test Reports Product Control No.: 94- 1014.01 Test Identifier Test Name/Report Date FMRC 1994 Current Insulation 01/01/94 Fastening Requirements FMRC Approval Guide 1993 J.I. t10T4M.AM Uplift Approval 08/26/92 J.I. q IV8A4.AM Uplift Approval 06/28/93 J.I. fl IRIA6:AM Uplift Approval 11/15/91 J.I. # 0T2Q4.AM Uplift Approval 10/17/91 J.I. # 0Q6A6.AM Uplift Approval 07/16/91 FMRC Current Insulation 01/01/94 Fastening Requirements FMRC Approval Guide 1994 J.I. 3X3A2.AM Wind Uplift 08/02/94 J.I. 0Y9Q5.AM Wind Uplift 07/29/94 R1306, 87NK11819 Class A Fire Classification 01/01/93 8 Gil Diamond, )C. Basalt Wool Perlite • Polyisocyanurate Composite 13oard Wood Fiberboard High Density Wood Fiberboard Rockwool Material Wood Steel , fie Lightweight Concrete Cementitious Wood Fiber Poured Gypsum Concrete Material Wood Steel Concrete Lightweight Concrete Cementitious Wood Fiber Poured 'Gypsum Concrete VP Maximum Design Pressure Maximum Fire Classification Note: Fire classifications and types. Review system Materials Directory for Design Pr sure -60 psf -45 psf -90 psf -45 psf -45 psf -45 psf Classification . Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' Product Control No.: 94- 1014.01 maximum design pressures do not reference all assemblies over all deck listings for design pressures and the Underwriters Laboratories Roofing Fire Classifications. Gil Diamond, P.G. , ,i.. 9 Dec1 /Type 1: Wood, Non - insulated 'Deck Description: , 19 or greater plywood or wood plank decks System Type A(1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: -45 psf. Specification No.: None GAFGLAS® #75, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6®, GAFGLAS® STRATAVENT ®:or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / s " tin caps at a fastener spacing of 12" o.c. at the lap, 18" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: Two or three plies of- GAFGLAS® PLY 4® or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Required if no cap sheet is used) Install one of the following: Maximum Fire Classification: 'A'. See General Limitation 112. Maximum Slope: 3 ":12 "; See General Limitation #3. Product Control No.: 94- 1014.01 I. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT Emulsion with an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 galisq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 4 . Deaf/type 1: "Dock Description: System Type p(2): Base alteet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Surfacing: Wood, Non - insulated 19 / 32 " or greater plywood or wood plank dccks Product Control No.: 94- 1014.01 .GAFGLAS® #75, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum I '/," 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 of the sheet in the field. Two or three plies o.f GAFGLAS® PLY 40D or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. f 15 %. (Required if no cap sheet is used) Install one of the following: Maximum Design Pressure: -55 psf. Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; See General Limitation #3. Specification No.: 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Fibercd Aluminum 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 rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. // •• ,i is Gil D P.E. L ; li:. dsr, %;�= �_'` = "''df 21 // _. �T w Product Control No.: 94 - 10,14.01 k im Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with PLY 40 and PLY. 6® when used as a mechanically fastened base or anchor sheet. 3. Pre- assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment Gil Diamond, P.C. 22 /1 .i a AI ./ BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT `Application is hereby made for the approyal 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. 4 (Signed) Owner's Name and Address .. .._.___l 1 Registered Architect and /or Engineer Name and address of licensed contractor MIAMI SHORES VILLAGE 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) Remarks-___ (Signed) Date No... �� Street and for no other purpose. New Building Remodeling Addition v' g g ,� Repairs No. of Stories �. To be constructed of Kind of foundation Roof Covering 4e % - < ! " i'1 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 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 5968, 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 r otice or notices as are required by the Act. The undersigned agrees to employ only such su. y ' ntractors / n woe to ;performed der this permit, as are licensed by Miami Shores Village. / f f / � ,19 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 Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 81.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Owner's Namc and Address Name and address of licensed contractor Remuks STATE OF FLORIDA, ss. COUNTY OF DADE. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statc...rm ol me plans and specifications herewith submitted for the build inc or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Nttarn( Shores Village, Florida. and n11 provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the i;crilclirac Division of Miami Shores Village shall be complied with, whether herein specified or not. A cvpy of approved plans and specifications must bc kept at building during progress of the work. MIAMI SHORES VILLAGE Otis Grannis Registered Architect and /or Engineer •,• }91.1111 " ^ "' "' Tom Palmer's Roof —Rite Location and legal description of lot to be • • on: fi Lot / ' Block 04 SubdivisIonJ' Street and Number where work is to be done 79 _N. E. 97 �. ... State work to be done and purpose of building (by [loora)�.�.- X5?S2�.R..... asnh .1t._ .t.,... =15 asphalt _ felts, embed in hot poured aspha_ a uniform coating of roofing gravel. New Building Bensodcling$AA.f.infX.... Addition To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 1,213.00 Zone cubage required 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 d its construction raj be sent to.. Tam...E......P.al.mer•,•• • 3555 ....i>T.,•te�•.•••.Z• �t � e t .,...... 3.3.14 7..... ... �� -- The undersigned applicant for this building permit does hereby certify that he understands and acre is his obligations as an cmplfiyer of i.a bur under the Florida Workmen's Compensation Act. being Section 5I)66, Compiled General Law /of Florida. Permanent Stipple rent, wit and has complied h the provisions thereof, and will require similar co ance •m all contract r or sub - contractors employed y him in the work to bc performed under this permit; and will post or cause t6 be posted f r Inspectoo . f >ts„sftk o heework pu ur,dcr otuce or notices as are required by the Act. The undersigned agrees to employ only,.such ubcontract ro e�/ eg this pcnnit, as are licensed by M � Miami Shores Village. C Permit No.. Date .5f.�� „. „... - .__ Disapproved //�� `a a2e .._ _„ .� .._..�._.._._.._ . `C•� t• _ (Signed) Building Inspector Chairman Member Member .. .. — •• - • - • Council Approved _....Date NOTE: A ds.irge of $1.00 will be made for making corrections the I'Lannir Board. A rc•in.pentiun fee of 51.00 will be charged when such re- inspcctlon nsatcrials anu /or workmanship. 3r� . . . .� ...� - % r' t reet Repairs No. of Storks 1 Amount of Permit S.. Plan Cubage Size of Building Lot PLANNING BOARD Member Member Date..._..._ rsarch . _._ �._,.._.__ 9 „ 19.. No. 790,_NE_. st Street Rea My Co.,„ Inc. 3555 NW 74 Street . . ............................. _.._... Miami, FL 33147 DATE and for no other purpose. Tom E. Palmer PALMER'S ROOF—RITE CO., INC. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. viers riz lly ap• peered TOM E t P a1jne.r Tom Palmer's Roof - Rite Co.. Inc,_ ......................_ 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 appli ati.n and that he did sign the same, and that all facts therein by him state 4 }re trs e.. rn to and S before me hown, me. e well Notary PuI tic, State of Florida NOTARY PUBLIC. Commission Expires MY %J. CONDED THRU :VO ;JAW/ Member _.._.. „.__.... - _........_..._ - — - ... Disapproved Dale or changes to this application after approval has been obtained from is made necessary by Improper notice for inspevtitm or faulty BUILD ING ELECTRICAL PLUM]3ING ROOFING MIAMI SHORES VILLAGE. FLORIDA DATF 195 0 PERMIT N? 5629 Contractor's License No. Work to be performed under this Permit Owner of Building Architect Contractor or Build=r Legal Lot Descript,on — Bl Address of Building CONTRACTOR OR BUILDER Subdi- vision Value of II Amount of Project $ ' 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 herofor 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 responsibility for work done by 1' is agents, servants or employees. Signed. BY: 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY MIAMI SHORES VILLAGE, FLA. JOB 2 -- N? 6241 ADDRE INSPECTION TIME READY REMARKS: o.k INSPECTOR QA DATE - 7 - S'� Disapproved _ (Signed) 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. / Owner's r s Name and Address � , `� 2• .:.fir 1 .L _. No ... ...L...��_.. Street a_.Cl� _� A.� Registered Architect and /or Engineer t ,:,.. ,,,,,,,,,, ,,,, ",..,...•.•...,,..,- ,, ..... Name and address of licensed contractor g.1 '> e /' .S dl �¢ !tJ .d ��'' � �'.! :.._ IS—A1,8:— .::. Location and legal description of lot to be built on: Lot Block Subdivision � Street and Number where work is to be done ,_._.2 .�ft._._._., �- 2 , .__ ,.__... ___�...._.._.._... State work to be done and purpose of building (by floors) �� 1 �5 �� 1 e s'` ;— U' C S;? 1, Date and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering e-/ t`. v2 s g Estimated Total cost of improvements $ 6 / t e? /?;--?- /?;--?- Amount of Permit S. N:9. 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 s ecific lions for said building. All notices with reference to the building be sent to!!: �; rye e h'S G I �� C c � �'� ...1..�.�� 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 bei performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) ,� ��2:ti ¢ and its construction may 3i.32•— 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 e. l Permit No.. eb Date 1I 9 Read, Sworn to and Subscribed before me. Notary Public, State of Florida 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby uonde 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 {tot. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address ........ .. 7 �' 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 don® c.!1.'.. " State work to be done and purpose of building (by floors)._. _ cL 'L. '...:... New Building Remodeling Addition To be constructed of Kind of foundation..,.,. Roof Covering Estimated Total cost of improvements $ k 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 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 postecl for inspection on'the site of the wor such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, work to bra rformed under this pennit, 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 Disapproved //� Date (Signed) t� �1r: 't Building Inspecto MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT No ".7I � _. Street_... s and for no other purpose. Repairs . No. of Stories Read, Sworn to and Subscribed before me. 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 Notary Public, State of Florida My Commission Expires to me well kz.owsa, 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 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. Owner's Name and Address APPLICATION FOR 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 Iwith 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 rot. A copy of approved plans and specifications must be kept at building during progress of the work. Registered Architect and/or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: s ... No 1W street____A; Lot Block Subdivision Street and Number where work is to be done 7 State work to be done and purpose of building (by floors) STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved Date (Signed) Building Insp MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT IP* UILDING PERMIT StrtittlfL,I and for no other purpose- New Building Remodeling Addition Repairs -..-------- No. of Stories f . . . _ To be constructed of. Kind of foundation Roof Covering . f 11-.- ....... Estimated Total cost of improvements $ RO--0 — Amount of Permit $. .S - Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Niaximurn 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 ein:?loyer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the p rovisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him employ only suc pennit, as are licensed by Miami Shores Village. for inspection on the sit of the work such public notice or notices as arc required by the Act. The undersigned agrees to e sulocontractors, on won to be perfo etru.n4gr this ■, in the work to be performcd under this permit; and will post or cause to be post Remarks (Signed) _lY',,,,._.L_..i \...._ ____„ _ 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—L G, CL 7 Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Notary Public, State of Florida My Commission Expires 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 hecn obtained front the Planning Board. A rc fee of 51.00 will be charged when such re-inspection is made necessary by improper notice for inspvtim c ffsulty materials and/or workmanship. to file well known,