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269 NE 100 St (2)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 9 -25 -00 Job Address 269 N.E. 100 Street Legal Description Historically Designated: Yes No Owner/Lessee /Tenant Craig Anderson Master Permit# 76 ?y Owner's Address 269 N.E. 100 Street Miami Shores Contracting Co.Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Que Carlos Arocho SS# Phone 751-0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. ,. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt, install galvanized eave ctrip ana valley metals, mop on with type III aspllalL came layer of 901b. ASTM felt, install Spanish S Clay Altusa Terracotta colorthru tile with polyroam aanesive setting. r'lat roof tincap base st►eet felL, i rrbldll yalvanited swep drip and flashing metals, mop on vgtttpatetimat(.Taii6 one layer of ruberoid bitumen. 28sq. Tile 10sq. Flat $ 14,uuu.0u WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin ermore, I authorize the above -named contractor to do the work stated. y 4/z c � �� 9/A / / 00 ignature of atter and/or Co President Date Signature of Contractor or Owner - Builder Date Notary as to Own and/or Condo President My Commission Expires: FEES: PERMIT RADON , °a;:y . MARYLOU HERNANDEZ I MY COMMISSION N CC 680474 EXPIRES: October 10, 200 ; ?. Bonded Thni Notary Public Underwriters APPROVED: Zoning Building Mechanical Plumbing C.C.F. 634,P0 Tax Folio Phone 757 -8266 MARYLOU HERNANDEZ + ` MY COMMISSION # CC 680474 EXPIRES: October 10, 2001 4 , ;,,, • , Bonded Thru Notary Public Uode w tera C._ Notary as to Con or or Owner - Builder My Commission Expires: NOTARY Electrical BOND TOTAL DUE Coo Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. • STATE OF FLORIDA: COUNTY OF DADE: FF THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of.property and street address: 2. Description of improvement: Reroof to a new Tile and Flat roof. 3. Owner(s) name and address: Craig Anderson Interest in property: Owner Name and address of fee simple titleholder: N /A 4. Contractor's name and address: Ouality Roof i ng ('n - ranfinrs Tnn 13800 NW 1st Avenue Miami, FT,orida 13168 5. Surety:(Rayment bond required by owner from contractor, if any) STATE OF FLORIDA, COUNTY OF DADE /,‘.D N ame and tad,rtvaa. L`I /A er,g.nCJ „� rifts@ On Amount of bond $ 0 0 r te/ \ ) (`�•' d Official Seal. 6. Lender's name and address: K, of Circuit and County Courts different d = s spe ignature of Print Own wner s Name 269 N.E. 100 Street Miami Shores, Florida 33138 269 N.E. 100 Street Miami Shores, Florida 33138 7. Persons within the State of Florida designated by Owner upon whom notices or oth by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a r Sworn to and subscribed before e this -t 6)AJ Notary Public Print Notary's Name Mv_Commission Expires WITNESS my h UVII' By day of , 20 CV . ocuments may be served as provided Prepared by Ca ns Arnr Quality RoofingContractor: Address: 1 3800 NW 1st Avenue Miami FL 33168 MARYLOU HERNA.";'?r ntv wnsg j ' EXPIRES: Octobe, • Contractor's Name:Q1i r ¥ ►ont4 \Ott \[c c Or Job Address: (Low Slope Application) ❑ (Asphalt/Fiberglass * Shingles) ❑ New Roof .�� A), E. )no ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ROOF TYPE 5 Re roofing ❑ Recovering ❑ Repair ❑ Maintenance eMort dhesive Set Tile ❑ (Other) Flat Roof Area (ft') /0 .59 . Sloped Roof Area (ft $ S . Total (ft 38 Sy. Master Permit No. Exposure category (per ASCE 7 -88): a Building Classification category (per ASCE 7 -88 table 1): Z' 11 F Ft. Deck type: W r OOd. ) K (p q'1 & kat) ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ATTACHMENT ( Fastener Type: 1 rI A D s .A[c- SPACING Field: 1P2 Perimeter: (9 DETAIL 1 & 2 (r Corner: to O.c. lo I 9 (J I I I r r f r ROOF PLAN 2 123.01-78 4/99 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 T 3 1 rr? (Pmaxl: 93, 3 x X (Aerodynam Multiplier): 19 •Sc2 ) - (Pmax2:) I ( 3 . x ? (Aerodynamic (Aerodynanuc ultiplier):3 1.4 o ) - (Pmax3: f 1103X (Aerod Multiplier):) 1 .10 ) - Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? 1 01 PI Deck type: MEAN HEIGHT I t 'I Underlayment: • Insulation: 3 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof Covering: Drip edge: F e. /d 9 "o.e . /c s G "0. . LotvierS r teliiu-e 16 S 1., .(j c.c 07 561)JCA4-■ ' Ct.0e_ ivk 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 TILE CALCULATIONS M = M 14.1') PCA: (D(P S� M 5,3i= M a L.' S PCA: (o(041 M 3.2,5 - = M a7.(v . DS PCA: Io J O h-VA`t:dA As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) 4 .3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 4 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 64 46. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (file 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. 4 8. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Owner's/Ag es Signature Da Contractor's Signature 123.01.12 PACE 2 7/99 . 01/28/2'000 11:31 3056659626 r MIAMI PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA), Inc. 6645 NW 77 Ave. Miami The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1102.04 (Revises No.: 91 -0918.02) Expires:12 /16/2002 Approved: 12 /16/1999 FL 33166 1 of 8 COMA CAST CORPORATIO PAGE 02 MIAMI•DADE COUNTY. FLORID, METRO•DADE FLAGLER BUILDIN( BUILDING CODE COMPLIANCE OFFICI METRO•DADEFLAGLER BUILDIN( 140 wEST FLAGLER STREET. SUITE 160 MIAMI. FLORIDA 33130 -156 (305) 3752901 FAX (305) 373-290 CONTRACTOR LICENSING SECTIOt (305) 373.2327 FAX (303) 375.255; CONTRACTOR BNFORCICM SECTIOP (305) 373.1966 FAX (303) 3754901 PRODUCT CONTROL DIVISIO! (305) 373.2902 FAX (305) 372.6331 Your application for Product Approval of: Altura "S" Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval sh «.i not be valid after the expiration date stated below. BCCO reserves the right to secure( 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 suspen 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 Buildir Code. Raul Rodriguez Chief Product Control Divisi THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Co( and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. ranctaco . uintana. .A. Director Miami -Dade County Building Code Compliance ( Internet 61611 ■ddress: pogtmast .rebuildiase.deoullne.eom Honmpatet http : / /www.bulldlogeodeonline.coeu O1/28/20O0 11:31 3956659626 ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 1. SCOPE This revises a roofing system using Alma/ 'One Piece S' Clay Roof Tile, as manufactured Alrnar (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. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION Manufactured b% / pnlicant One Piece `S' Tile Trim Pieces $30 Felt rod uct H43 Coated Base Sheet NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Tat Dimensions §pecifications I -18'W w g• 10" 'h" thick nominal 1 - varies w - varies varying thickness 2.1 Components or products manufactured by others plmegsions N /A NIA PA 112 COMA CAST CORPORATIO PAGE 03 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Product peseriptioq High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for etch tile profile. Tat gpeclfications Product p crintlo % ASTM D 226 Saturated organic felt to generic type 11 be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underls 2 Manufacturer generic Prank Zuloasa, RRC Rooting Product Control Examiner 01/28/2000 11:31 3056659626 ALNIAR (USA), INC. NOTICJ OF ACCEPTANCE: STANDARD CONDITIONS Test Product Product Dimensions ';necillcations Dsmulatign hisaufacturer 'Mineral Surface N/A ASTM 0 249 Mineral surfaced asphalt Cap Sheet roll roofing for use u a Rainproof 1I Ice and Water Shield Wood Battens Tile Nails Tile Screws Roof Tile Mortar ("Tilelitem ") 30" x 75' roll 36" x 75' roll Or 60" x 75' roll 36" x 75' roll xinisgt min. I "x4" haiumg min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone Mln. t0d x 3" as x 2 %" long 0.333" head dia. 0.131" shank dia. 0.175" setrew thread diameter N/A COMA CAST CORPORATIO top ply in a double ply underlayment system. PA 104 Single ply, nail -an underlayment with 2" self"adhering top edge. PA 103 Self-adhering underlayment for use as a top ply ina two ply underlayment system with Approved 030 or 043 u the base layer. Wood Preservers Institute 1.P • 2 PA 114 Appendix £ PA 114 Appendix E PA 123 ACCEPTANCE No.: 99- 1102,04 APPROVED EXPIRES Salt pressure treated or decay resistant lumber battens Prepared mater mix designed for mortar set roof tile applications. Fret tuloaga. RRC Roofing Product Control Examiner PAGE 04 :December 16, 1999 :December 16, 2002 generic Protect - O - Wrap, Inc. with current NOA W.R. Orace Co. with current NOA generic Corrosion resistant, generic smooth, screw or annular ring shank nail. Corrosion reslatand coated. generic square drlvs. galvanised. coarse thread wood screw 13armuda Roof Company, Inc. (with current NOA) 01/28/2000 11:31 3056659626 ALMAR (USA), INC. mac! Quickcrete Roof' Tile Mortar 3. LIMITATIONS COMA CAST CORPORATIO PAGE 05• . ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 E OF AC _EPTANCE• STA Roof Tile N/A Adhesive ( "Polypro® AH160 ") Tile -Bond Factory premixed canisters Test Ana finsIflcsffQ is NIA PA 123 Product blab lion Prepared mortar mix designed for mortar set roof the applications. See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. See PCA Single component polyurethane foam roof the adhesive 4 Frank Zuloago, RRC Roofing Product Control Examiner ALIMILManur Quickrete Mortar (with current NOA) Polyfoam Products. Inc. (with current NOA) Flexible Products (with current NOA) 3.1 Fire classification is not part of this acceptance. 3 . 2 For mortar or adhesive set tile applications, a static field uplift test shell be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Application Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular tthe roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck be in compliance with chapter 29 of the SFBC. requirements shall 3 . 7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Aimar 'One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standtid RAS 118, RAS 119, and RAS 120. Table 3: Attachment Resistance Expressed as a Moment • M, (ft -Ibf) for Nail•On Systems Tile Profile Fastener Type Direct Deck (min 13132" plywood) Direct Deck (min. 19/32" plywood) Battens One Piece 'S' Tile 2.10d Ring Shank Nabs 2 .o 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 7.3 118 Screw 28.7 28.7 N/A 218 Screws 58.2 58.2 28.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0.. 1.10d Smooth or Screw Shank Nail (Eave Clip) 24.3 29.3 24.0 2.10d Smooth or Screw Shank Nails (Field Clip) ' 27.6 27.6 381 2 -10d Smooth or Screw Shenk Nails (Eave Clip) 38.1 38.1 41.8 2.10d Ring Shank Nails' 33.1 48.1 45.2 I Installation with re We heediap and fastemers are located a min, of 2W from head of tile. Table 1: Aerodynamic Multipliers - 7l (W) Table 2: Restoring Moments due to Gravity • M. (ft -Ibf Tile Profile 3 ".12" or less 4'• :12" 5 ":12" 6 ":12" 7 " :12" or greater One Piece '9' Tile Battens Direct Dock Betters Direct Deck Battens Dirod Deck Battens Direct Deck Battens Direct Deck 447 _ 5.35 4.40 5.2r 4,31 5.16 4.20 8.03 I 4.08 4.50 Table 1: Aerodynamic Multipliers - 7l (W) Tile Profile 7l ( ) Batten A • . !cation X ( ) Direct Deck A . • Hcation • ne Piece 'S' Tile 0.253 0. 74 01/28/2000 11:31 3056659626 ALMAR (USA), INC. 4.2 Data For Attachment Calculations COMA CAST CORPORATIO PAGE 06 ACCEPTANCE No.: 99- 1102,04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Zuloaga, RAC Roots= Product Control Examiner 01/28/2000 11:31 3056659626 ALMAR (USA), INC. Table 4: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile One Piece S' Resistance Tile Adhesive-- 2 .3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company Tlieaond Average weight per patty 10.7 grams Polyfoam Product, Inc. Average weight per patty a grams. Profile One Piece 'S' Tile Table 4A: Attachment Resistance Expressed as a Moment r (ft.lbf) for Single Patty Adhesive Set S stems Tile Tile Application Poyfoam PolyProvm acement of e • rams of Po Pro *r odium paddy placement of 2 • rams of P • row'. Tile Profile One Piece 'S' 'flle ACCEPTANCE No.: 99- 102.04 APPROVED :December 16, 1999 EXPIRES ;December 16, 2002 1YQTICE OF ACEPTANCL: STANDARD CONDITIONS olyfoam = oyPro Table 4B: Attachment Resistance Expressed as a Moment - M,(ft•lbf) for Mortar Set S stems Tile Application Mortar Set' 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 4. I Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 COMA CAST CORPORATIO Resistance &is Attachment Resistance 24.50 Frank Zuloap, RRC Roofing Product Control Examiner PAGE 07 Minimum Attachment .01/28/2000 11:31 305665962E ALMIAR (USA), INC. ■9TICE OF ACCEPTANCE; STANPABD CONDITIONS 10-1/ 2" COMA CAST CORPORATIO PAGE 08 PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Freak Zutosp, RRC Rootky Product Control Examiner 01/28/2000 11:31 3056659626 ALNIAR (USA), INC. END OF THIS ACCEPTANC 8 COMA CAST CORPORATIO ACCEPTANCE No.: 99-1102,04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTI _E O eCCEPT NCE: STANDARD COMMONS 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) year. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance, 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Coda affecting the evaluation of this product and the product is not in compliance with the code changes, b. The product is no longer the same product (identical) as the one originally approved. .; c. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety, 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. • Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists apogee I through 7 and this last page It, Fn c uloago. RAC Roofing Product Control Examiner PAGE 09 • • J This application for Product Approval Compliance Office and 'approved by the conditions set forth above. Approved: 11/06/97 ' •• PRODUCT CONTROL NOTICE OF ACCEPTANCE • . GAF MaierlalitOrpOiation 1361 Alps Road Wayne; M. 07470 Your application for Product Approval of GAF .Ruberolde Mod/fed Bitumen RoofSystems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing, the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Officvo be used in Dade County, Florida under the specific conditions set forth on pages 2-60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance 'Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ,• Acceptance No.: 97-0804.14 Revises No 95-1003.03 Expires: 11/06/00 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • - • • — • . CONDITIONS • • • BUILDING CODE COMMITTEE • . has , been reviewed by the Metropolitan Dade County Building Code Building Code Committee to be used 'n ade County, F under the Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County 1 . 7. • A licant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 • PRODUCT CONTROL NOTICE . OF ACCEPTANCE ROOFING SYSTEM APPROVAL +ti,3R i T • •i ■)l.... Cane o te �;, ;,:_, MerrtbiFUit ;.Rogfing�System Su -Ca �ory ::ituu: �_ •Built -u Tur m. Modified } Bitumen� � k � ' • _ -. -- ... _...._.. Contact :. ..: Williarri`J Woodring Der • ,'- .) ` ,.''tgir cto P F 62. Technical Services • . - :4134. Page 2 of 61 Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 Sub T e: APP' .. and SBS . ... ..:.y :ii:......: ,.. . " . ! . .. i! ...i:.•,' System Description GAF Materials ( Corporation: has been ti anufactuiig n • commercial roofing products for than 100 y !, :rt.r ia^i:.( •J;1,ni:iVL • -'...� tft!r, • .. • . -. roofing p :'.„J.. . ;:iii. GAF produces a wide range, of roof products for built -up roofing systems. The modified products include b. t�tt `4PP and SBS products in smooth, granule and fire rated versions. In addition, G AF offers two ply,modified systems to meet the s p ecifi cat i on req uirements for multila er SBS modified tfied GAF products are distributed + ide network of roofing wholesale distributors throughout South Florida area.. • g t the • GAF provides warranted systems over.various, insulated and non - insulated substrates, copies of which • 'can be obtained from'GAF anlcanbe`fo'und'ir the'Ruberoid Modified Bitumen Application and Specification manual published.annually. .; , pp GAF roof system assemblies have be:�tensively- tested at.Factory Mutual Research Corporation en,e ���`+• � rP oration and Underwriters ASTM'D 5147 test requremG,I;,)godified bitumen membranes have been tested in compliance with Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood. Fiberboard High Density Wood Fiberboard - Rockwool- : . t , ::e,.. : Maximum Design 'Pressure M . D esign. Pressure Wood -75psf Maximum Fire Classification Material Classification Wood Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Product Control No: 97 0804.14 Page 3 of 61 ) 1 Frank Zuloaga, Roofing Product Control Examiner L Membrane Type: Deck Type Deck Description: SBS Wood, Non - insulated New Construction or Reroof ' or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. B ase Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: of approved asphalt at 60 lb./sq.. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 22 of 61 Product Control No: 97- 0804.14 ` GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS PLY 40, GAFGLAS PLY 60, GAFGLAS FIexP1yTm Base Sheet,GAFGLAS® STRATAVENT Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 '/ " tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line oldie sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 60 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 lbsJsq.. . 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 UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibssq.. Or, One or niore plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1' -2 gal./sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 IbJsq. and 300 IbJsq. respectively in a flood coat 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 IbJsq. + 15 %. Frank Zuloaga, Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVi) ROOFING SYSTEMS (TGFU)— Continued Base Sheet (Optional): One or more layers Type 61, G2 or G3. Membrane: One•or more layers of 'Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus' (granule), "Ruberoid Mop' (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal/sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perUte, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G2 or 63. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of 'Ruberoid Torch' (smooth or granule), 'Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gat/sq. 5. Deck: NC Incline: 1/2. Base Sheet (Optional): One or more Layers of Type 61, G2 or G3. Membrane: One or more layers of 'Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus' (granule). Surfacing (Optional): Karnak 'No. 97' or '169' at 1 -3 gal /sq or Grundy Ind. '20 F Emulsion' at 3 gat/sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus' (granule). Surfacing: Gravel 9 7. � Deck: C•15/32 Incline: 1/2 Y Insulation (Optional): One or more layers perlite, wood fiber, glass fiber—isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of 'Ruberoid Torch' (smooth or granule), 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop" (smooth or granule) or 'Ruberoid Mop Plus' (granule). :. Surfacing: Karnak No. 97, 1 -1/2 - 3 gat/sq or gravel e. Deck: NG ; • Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane ' composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of 'Ruberoid Torch' (smooth or granule), 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop' (smooth or granule) or 'Ruberoid Mop Plus' (granule). Surfadng: 'AL MB Aluminum Roof Coating' at 1 -2 gal/sq. 9. Deck: C -15 32 Insulation (Optional): One or more layers , glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheer, hot mopped or mechanically fastened in place. Pty Sheet One or more, layers of Type 61 'GAFGLAS Ply 4 ", hot mopped to place. Membrane: 'Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or 10. GAF Weather Coat Emulsion at 3 gat/sq. DeC C•15/32 Incline: 1/2 Irttulation (Optional): One or more layers perlite, glass fiber, 3/4 in. °' isocyanurate, urethane, perlite / isocyanurate composite, perlite/ la se Sheet: One more Layers - of Type G2 'GAFGLAS #75 Base Sheer, rn0PPed One or more Layers fastened in of Type 61 "GAFGLAS Ply4 ", or "GAFGLAS ty 6' hot mopped in lace. ^t"ibranc: 'Ruberoid Torch FR' (granule). IV (Optional): GAF Fibered Aluminum Coating at 1 - 1/2 gat/sq or 11 Ir' r'Coat.Emulsion at 3 gat/sq. Incline: 1/2 ti o cc•Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, mess 61rs <y a , ,,, hot mopped or mechanically fastened in place. Joints Lase ts-- k ►i = One or more layers of Type G2 'GAFGLAS #75 Base Sheer, fl°291:besi_or mechanically fastened in place. (ptional): One or more layers of Type G1 'GAFGLAS Ply 4' or hot mopped in place. "Ruberoid Torch FR' (granule). W` GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or Coat Emulsion at 3 gat/sq. t nnv cm? MARK ram ponnirr ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (7∎.; ;,1— connnued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness. hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheer, hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 'GAFGLAS Ply 4" or "Ply 6", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfadng (Optional): GAF Fibered Aluminum Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat/sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 475 Base Sheer, hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4' or 'Ply 6' hot mopped in place. Membrane: 'Ruberoid Torch FR' (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1.1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat/sq. 14. Deck: NC Incline: 1/2 Insulation (optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of "GAFGLAS #75 Base Sheer, hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4' or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet One or more layers'Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR' or 'Ruberoid Mop 170 FR" (granule). eck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type 6.1, hot mopped in place. Membrane: One layer of 'Ruberoid Torch" or 'Ruberoid Mop" (smooth). Membrane: One layer of 'Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: _,, -- Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of 'Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), 'Ruberoid Mop" (smooth). Membrane: One layer of 'Ruberoid Torch FR", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. 'No. 81' or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gat/sq. Membrane: One layer of 'Ruberoid Mop FR' or "Ruberoid Mop 170 FR" (ranule), hot mopped or adhered with Karnak Chemical Co. "No. 81' or Gibson-Homan "No. 6160' cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. I 2 GENERAL LIMITATIONS Product Control No: 97- 0804.14 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications compliance with design criteria for each project. for 4 An overlay and/or recovery board insulation panel is required on all applications closed cell foam insulations when the base sheet is fully mopped. If no recove board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid ry may be applied using spot mopping with approved asphalt, 12" diameter c c es, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbss . Note: Spot attached systems shall be Iimited to a maximum design pressure of -45 sf. Where STRATAVENT Perforated Is used over approved isocyanurate foam insulation the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in County. Contractor shall be familiar with the details and specifications publ y t h e manufacturer, and the requirements of the SFBC. y 6 The submission of system specifications and details shall accom Building Code Per p mit. This information is available in the ublicat ° y the S listed in ecti II 'System Description' of this Product Control Approval. the docuinents, as well as the proper application and installation of all mater shall these of sole responsibility of the contractor. be the Page 58 of 61 i• Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet.attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275-lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. % Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Product Control No: 97 0804.14 Frank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types -and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Page 59 of 61 rank Zuloaga, Roofing Product Control Examiner . 7 Perimeter and corner areas shall comply with the enhanced uplift presswc of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane.. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force. (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. Product Control No: 97 0804.14 14• All standard panel sizes are acceptable for mechanical approved asphalt, panel size shall be 4' x 4' maximum. attachment. Wren applied in 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces bonding substrate shall be tested in compliance with Metro -Dade County Protoc used as a p uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be i Section 3401.10(m), (n) of the South Florida Building Code. in compliance with 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in con with oprietary approved adhesives may be used prior to the application of the insulation layer. or 19 Consult current Underwriters Laboratories Directory for the appropriate roofing assembly to obtain the required fire rating. The assembly hall be installed ach • strict compliance with sections 3401.5 and 3401.6 of the South Florida Building din maximum fire classification, g Code for 20 The maximum designed pressure limitation listed shall be applicable to zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall b pressure permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters e e comers, and comers). (When this limitation is specifically referred within e this NO, General Limitation #7 will not be applicable.) A Page 60 of 61 rank Zuloaga, Roofing Product Control Examiner 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 —P .&L• li, 26 �iFy • 51 52 s� 17 • 76 77 2 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 SITE SPECIFIC INFORMATION Owner's Name: C1 • k A b t _4 m v - 4 Permit #. 411 qR Job Address' � Co. q r tQ 0 4 T.1 M 14N4 l St-4-0 ?--e I C't • Roofing Contractor: Q ui&- ( t - r - `/ - R-00 F t t--4 y IQ, I-P:A' O 0 =YL Type of Tile: ' pkt -'-t 4 I s t — F A-i Date Installed 12• I ' °° 69 U--t f Approximate Roof Height t( feet Roof Pitch 4'IZ. I Type of Access to Roof: Scaffolds ✓ Ladder Other Approximate Square Footage of Roof: 2000 ft' Required Testing Force: 35 lbs. Date Tested: 1 2 . 1 4 . 4P 0 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBMITTED BY: Af Civil Engineer: Lab Certification # 98 0608.04 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. 4'516 Testing Equipment: Chatillion 100 1 2(t - too TEST RESULTS P = PASS, F = FAIL Project X19 000670 NOTES KETCH OF ROOF JOB 2-0 gel I vo t 1 I l IAm SHEET NO. Z OF v CONTRACTOR CHECKED BY DATE SCALE IMEINGli Ir7/W ■r■ LIMO Ir ■r INNN NE 111 „ NI 01 GIONMNIN im! sim AIN t i.‘ illin ■■ rim m moor ' iur' , IPiI!PiUUU!i IMINNIMINNN �■NENN �■eI■NEi■ (2> ■■r■■ INNINETANIMINIMiry IIIMILLINNii rimmummommmm N■■ :miIir __ 1 11 11111 � 111__5 _ 1111 1� 111 ■ 11111� 111..1 0 3'' PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7 / 0 /17 Job Address la 9 1I43- /a - Tax Folio x // 32 06 0�.3 ' 7 ' 9O Legal option Z. a 7 Zo /id %L L o r. 2/ Historically Designated: Yes No X &pct 3Y, •+7'.s. SC7Yod c'ME PL47 ASoo,c- /o P9 74 Owner/Lessee essee / Tenant A se 4 r : d ✓ 1,11+"E (426,4 A.1 Master Permit # 4-Ik41 Owner's Address u 2 C, g /l0 / G o S T2 e i Phone y 7 S V- g r 2 k PA Contracting Co. O 6 46\15 lee• -0 � �'l f' Address 11 *4 S % j/1� -.@=t _ �� C ,p 1 c - SS# - / � State ve 0 58 3 rO Municipal # Competency 0 1 1 8'3 1 ?) Ins. Co Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. ! ° 4 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo g.,'urthermore, I authorize the above -named contractor to do the work stated. tore of owner an r. 4._—.7—/o 5 or Condo President Date Notary as to Owner and/or Condo President Date My Commiss +yes: NINA M. MCLEOD : O r � ► COMMISSION # CC633993 cm EXPIRES APR 04. 2001 '�►+ v ^d • SOWED THROUGH /tpf a, ATLANTIC BONGING CO.. INC. 7 ld 7 FEES: PERMIT RADON C.C.F. APPROVED: Zoning Building 1 / (? 7 7 Mechanical Plumbing Estimated Cost (value) -57 Date Date Notary as to Contractor or Owner- Builder Date My Commissi� es: NINA M. MCLEOD • Z O O r �COMMISSION # CC633993 n EXPIRES APR 04. 2001 0 + ttofR ! ATLANTIC D NG CO. INC'. Signature of Contractor or Owner - Builder NOTARY BOND Electrical TOTAL DUE Engineering STATE OF FLORIDA COUNTY OF DADS Lot Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and 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 th work. e eo as re - 15c 1°17 1 � g b fil r � � Date ° Owner's Name and Address MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Registered Architect and/or Engineer Name and address of licensed contractor 4 7/3.�6ND Og. goo/F/4) / 734-7 A/W , oh / // C � m Location and legal description of lot to be built on: Block Subdivision Street and Number where work is to be done 2Q/- � i} /oo / '4 2/ - 6 , 't6 / ¢r State work to be done and purpose of building (by floors). state exterior colors (submit samples) A (A Sf /A ,5L'/ /t at yo er/iy 0 A/ hoM 4 / > 400 PS. 73� �id/ eV( v..) 4/ 1? how/. 2 ,,, , , L ,d g )F„,i e,T rekii, - ,7 ,5,6, 7 j and for no other purpose. New Bilding Remodeling Addition Repairs I/ No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements 8 deg 70 � o Amo unt of Permit $ Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all 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 obligatons 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 ermit; 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 mploy only such s •c. tractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed l O�Al l ss. //• Before me. the undersigned authority. a votary public. duly authorized to administer oaths and take acknowledgments. personally appeared / •-#— BB :Mot es . , ),)eneor to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the YCG?r47GZY of the above described construction, that he has carefully read the foregoing ; pplication. and that he did sign the same. and that all facts therei him stated are true. Permit No. Disapproved jL� Date (Signed( Date 0 Plan Cubage Size of Building Lot No. rs ¢, a Read. S to an. Subscribed before e. -- a l Street 80th ) "x y e/ (6& Notary ` blic. to J lorida 19 lee 577 ibi.j_revfil Building Inspector My Commission Expires -' PLANNING BOARD DA 'rll tiilon Expires Feb. 18, 1993 Chairman Member Member Member Member Member Council Approved (late Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur one 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 Miami Shores Village, Florida. and nII 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, whc er herein specified or not. A copy of approved plans and specifications niust be kept at building during progress of the work. Owner's Name and Address . Registered Architect and /or 'pincer `ante and address of licensed contractor : :. • :.....:..:... y .tle”,.,, • / r dk Location and Ic a description of lot to be bu' t on: O �/ s - / Lot ..o�r.f��' / J ��..a 2 / Block Subdivision V..9 - C! / A.[fJF _._� . ._.�0..� r / J Y(a..�/ a Street and Number where work is to be done State work to be done and purpose of building (by flyers geared Disapproved ........_...._�. ... �✓ Date (Signed) MIAMI SHORES VILLAGE' Building Inspector BUILDING INSPECTION DEPARTMENT X Date... . J and for no other purpose. New Building Remodeling Addition Repairs No.. of ,Stories.... - To be constructed of Kind of foundatio r .,_. Roof Covering Estimated Total cost of improvements S•.• .! 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 un:lcrsigncd applicant for this building perinit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 59G6, Compiled General Laws of Florida, Permanent Sup mlenient, 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perforated under this pennit, as are licensed by Miami Shores Village. - Remarks __. —.__ (Signed) STATE OF FLORIDA, COUNTY OF DADE. J ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- 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 . 1.t7 Date / /.gf /Z�......... Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires _ ....._..._. _ .__ PLANNING BOARD DATE Chainnan Member Mcrr,bcr 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 kern obtained from the P1,nnir.g 11u.urd. A rc•in fee of S1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby nude for the approyal of the detailed statement or rile 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 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 Name and Address .... Mr. ....E....C....BLW.d.)......_... _ _. No..2.6. .__. Street—NA .. Registered Architect and /or Engineer t,:.. .t.••• !It •......n==...• Name and address of licensed contractorGambi11_.RAQ1lfg. ReFair....CQ.._.9 2 1 Miami Shores Location and legal description of lot to be built on: Lot Block Subdivision 269N_,. E , 100th_ Street and Number where work is to be done State work to be done and purpose of building (by floors) SGLapa...hack ri _. over garage. and for no other purpose. New Bui!ding Remodeling Addition Repairs Ye s No. of Stories One To be constructed of Kind of foundation Roof Covering Gravel Estimated Total cost of improvements $.. 395., 00 Amount of Permit $. ...2Q.QQ 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 ibis building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for ins ection on the site of t • k such public notice or notices as arc required by the Act. The undersigned agrees to employ only such sue • ntractors, on work • be , 'formed under this permit, as are licensed by Miami Shores Village. Remarks d STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who. being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction. that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. sl . � . Permit No . 3 �7 Date. //// .. ..........._._ Read, Sworn to and Subscribed before me. Disapproved � (Signed) A t " . Building Inspector Date... 8th _,•., ,19. 82 to me well known, Notary Public, State of Florida My Commission Expires .. . ......_._ _.._ — PLANNING BOARD DATE Cirainnan Member \Icrnbcr Member Member .. .. ..._ Member ...._ Council Approved .. Date Disapproved Date NOTE: A charge of $l.00 will be made for making corrections or changes to this application after approval has been obtained from the 1'Lrnnir.g Board. A re inspection fce of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials and/or workmanship. II 3 )-6 6 13 YO d rY1AS7i Se , / /irk?L) PL MIAMI SHORES VILLAGE 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 Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be b on: Lot. Block Subdivision Street and Number where work is to be done State work to);ie done and purpose building (by floors)_ ^Y O BUILDING INSPECTION DEPARTMENT Street le --,[ ®® =.. /4 . -' New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering. oa 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 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) -- — 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._____137 Date If ! __r� _ -(_!Q _ T -i Read, Sworn to and Subscribed before me. Disapproved Date._ Notary Public, State of Florida (Signed) U_t . . a _.. Of. C� /411` Buildin Inspector M y Commission Expires PLANNING BOARD DATE Chainnan 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. 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 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 Name and Address .- Registered Architect and /or Engineer Name and address of licensed contractor Disapproved ( Signed) LA MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT ,b/ Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done b L' �. 4 d ® State work to be done and purpose of building (by floors) . New Building To be constructed of Kind of foundation Roof Covering a ...6 Estimated Total cost of improvements $ ._. ... - of Permit $...._. .0 Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ` Remarks ( Signed) Fes Remodeling. Addition Repairs STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by • stat e Permit No Date f ` _ ,Sworn to and Subscribed before me. Date > '!.. L No X'i:v..r,✓..._ Street... 1, p ,�''.�_ . l and for no other purpose. No. of Stories to me well known, Notary Public, State of Florida Building Inspector — �f Commission Expires PLANNIN •' 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.