Loading...
54 NE 97 St (6)• Disapproved __� Date. ( Signed) !�// \� ✓/, Building Inspector Chainnan Member Member _._ Council Approved WA ilk SGT D VOL LASE SE Eft! • .DING INSPECTION DEPARTMENT APPLOr TD N fr G MUOLDONG PERMOT 0 0 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date (march 10 19 72 Owner's Name and Address. _. - -Alice i i l e n Z 1 e S No 5 4 Street__ N °___ E.c 97th t° Registered Architect and /or Engineer. Name and address of licensed contractor..._ O b e n o u r Roofing CQ. ° - 7 3 G t Iti -ia -fn 1- Fla. Location and legal description of lot to be built on: Lot.. Block _ Subdivision Street and Number where work is to be done 54 N. E. 97th Street State work to be done and purpose of building (by floors) Remove the existing roof: Rep 1 a c e with 1-30 lb. felt 1 -90 lb. Mate galy° flashing and ted shingle tile on sloping area 4 ply asphalt and gravel on flat areas. New Building Remodeling Addition __ .. Repairs_. __ X No. of Stories _._. To be constructed of Kind of foundation ___ Roof Covering 1 - 7 S Q S ° Estimated Total cost of improvements $ 9 892.00 Amount of Permit $ 5.00 Plan Cubage Zone cubage required 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 fot said building. All notices with reference to the building and its construction may be sent to-- - - The undersigned applicant for this building permit dots 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 m 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 subccotractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks -- -- - - -- - -- (Signed) - ?� •� �� d !! =C G STATE OF FLORIDA, 1 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 f + f - ° -- - - - -- - - -- . -- - Date_ -_ _ — / 3 _ _'7 ? ____ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD_. _. DATE Member Member - - - - - Member Date Disapproved _ and for no other purpose. 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 not., c for inst, .ion or faulty materials and /or workmanship. PERMIT APPLICATION FOR MUNICIPALITIES OF DAUB COUNTY • (OWNER TCf FtE a'AIN COPY) Date 1 / NI 9 7 'A T Job Address Legal DescriptionLOT (o 1 4,LO k 6 c_9-/- l Y,,'s;oiv. ins nijA/ 1 1: aster Permit 0 W '/;; „kC / Owner / Lessee / Tenant AIRS .r'C/1/ Owner's Address 6' NE 97 4 Contracting Co. () , /U LIZ QQ)/) QualifiercJd/J .J . Q ')LLJ_ SSA# ` State # (C 6ONie aP • Architect /Engineer Bonding Company . Mortgagor WORK DESCRIPTION Square Ft. dr Competency# 664 $ Address Address Address Permit Type (circle one): BUILDING) ELECTRICAL PLUMBING MECHANICAL PAVING FENCE . SI( WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE Z DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YC INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN «TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a c:o work and installation as indicated above, rar on t:.ze attached addendum (if applicable). I certify that all work will be performed to meet ti staniards of all laws regulating construction in this jurisdiction. 1 understand that separat permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the ° foregoing information in accurate and that all vox will be done in compliance with all a.pp7foahle laws regulating construction and zoning FurtAermore, l authori:i.e the above- naux: i:o,,t :::c to d • e work a . aated Sign Da ure of PERMIT FEE Zoning ner`and /or.,Condo President ota' y as to • ' , an. / Condo President Commission Expires: ('rJOtoF/ i la r' •, 1 14 Corni ?,isS;n };; }„ +� K APPROVED: Fire Ae Building Address 4 -1 Tax Folio 1/ -0/1' e)779 Phone '7;35? /i' l /yl / coral /i Estimated Cost / �GYJ. Phone Ins.Co. C _ 7 - c / / Su./Q ? _, LYe4 3ture of Contractor or Owner - Builder I Notary as to C tract: r Owner - Builder My Commission Expires Rotary Pubic Stec: of Florida * { 8ommissiA Expires M. 18, 199 Other Electrical , Mechanical Plumbing Engineering Notary as to • , r and/or My Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 12-26 41 Jog 'Address 54 N.E. 97 Street Tax Folio /1— ,320 '- —079 Legal Description Historically Designated: Yes No Owner/Lessee /Tenant Susie Lawson Permit # pv , AarcD Owner's Address , F /0,2 SJ'r" e f bAttrej , P14.3713 f Contracting Co. Quality Roofing Contractor, Inca Address Qualifier Carlos Arocho SS# Phone (305) 751-0382 State # R C 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, replace rotted wood, tin cap 301b. ASTM felt, install galvanized eave drip and valley metals, mop on with type III asphalt one layer of 901b. ASTM felt, install Spanish S Clay colorthru tile with polyfoam adhesive setting. Flat roof to tin cap base, mop ruberoid modified bitumen Square Ft. 1 5 s q. Tile 4 s q. Flat Estimated Cost (value) $ 8,000.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S • 'DAVIT: I certify th the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction 7 1 d zoning. urth authorize the above -named contractor to do the work stated. s(LtAl A-12-99-01 Signature of owner and/or Condo President Date 01;4 MA LOUHERNANPEZ MY COMMISSION 11 DD 060579 o€ EXPIRES: October 10, 2005 .. oF N,,` Bonded Thru Notary Public Underwriters FEES: PERMIT ) Lk,5ORADON Building Signature of Contractor or OwnerrBuilder Notary as to Contractor or Own • r -Bui de Phone (305) 757 -1700 13800 N.W. 1st Avenue My Commission Expires: 7 od F; ,o,. C.C.F. NOTARY v BOND 3 D 1 Electrical TOTAL D MARYLOU HERNANDEZ MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 Bonded Thru Notary Public Underwriters Date /2.,,/ 2-0/ Date APPROVED: Zoning Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF MT T 0 PERMIT NO. p TAX FOLIO NO. 1? —0/3 - 09 9 0 STATE OF FLORIDA: ' COUNTY OF DADE: .THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and $tree / address: 54 N.E. 97 Street Miami Shores, Florida 2. Description of improvement: Reroof to a new Tile and Flat roof. 3. Owner(s) name and address: Susie Lawson 54 N.E. 97 Street Miami Shores, Florida 33138 Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc 3. Surety:(Payment bond required by owner from contractoO any) LORIDA, COUNTY OF DADE HEPEBY PTlf Y that th,s is a trued9, ' of the d of Name and address: N/A Amount of bond 3 00 O. Lenders name and address: 0.19 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: .V A 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: N/A f). Expiration date of this Notice different d e Is specifie 13800 N.W. 1st Avenue Miami, Florida 331 N/A Ilene I • AD 20� t dd Off.ctal Seot. Courts .a of Circuit and C, unty I t.) %'ate.•' IN¢oo Wf TL1z �'. r /( TrJE n v ncJ mmencement: (the expiration date is 1 'year from the date of recording unless a Signature of Owner Print Owner's Name SUje n Q U i/ Sworn to and subscribed before me thi 20 day of Al Notary Public in/ �.-.- Print Notary's Name OW Mf18Y HERNANDEZ ,. MY COMMISSION # DD 060579 rlr,� My Commission Expires �. 1'a EXPIRES: October 10, 2005 '' 4;::;`,-Y Bonded Thru Notary Public Underwriters 1 SPECTIOt 0280 114 1163 2002 JAN 09 09g04 Prepared by Carlos Arocho ,2001 Quality Roofing Contract. Address: 1 3800 N o W. 1st Ave Miami, Florida 33168 ALNIAR (USA), INC. I. 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. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Pn— 1 icane One Piece `S' Tire Trim Pieces #30 Felt Product #43 Coated Base Sheet APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Dimensions I= 18%" w= 10" '/" thick nominal I = varies w = varies varying thickness Dimensions N/A N/A Tes t Specifications PA 112 PA 112 2.1 Components or products manufactured by others Tes t Specifications ASTM D 226 type 1l ASTM D 2626 2 Product Description ACCEPTANCE No.: 99- 1102.0-4 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlay .___• , e;011111 Manufacturer generic ;en eric Frank Zuloaga, RRC Roofing Product Control Examiner MIAMI PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA), Inc. 6645 NW 77 Ave. Miami Expires:12 /16/2002 Approved: 12/16/1999 FL 33166 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1102.04 (Revises No.: 97- 0918.02) MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305).375.2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372.6339 Your application for Product Approval of: AItusa "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. Raul Rodriguez Chief Product Control Division 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 Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. ranctsco . Quintana, R.A. Director 1 of 8 Miami -Dade County . Building Code Compliance Ofiik • Internet mail address: oostmasterebnildinacodeonline .corn Homeomor: APPENDIX "F "REQ1JIR D 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 the minimum requirements and standards of the industry 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. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing 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. ,4 9 , 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be r nailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually co ce.led prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neigh .oring units (i.e. townhouses, 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 underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and ... 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 roofing system. Ponding conditions may not be evident until t original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge it 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 structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be • - neficial to consider additional venting which can result in extending the service life of th- roof. • wner's /Agent s Signature Signature 5104 APPENDIX "F" Dafe Contractor's Signature Ridge Ventilation? Deck type: MEAN HEIGHT 13'6' t:" ROOF SLOP¢ D E T A I L 3 SLOPED SYSTEM DESCRIPTION 1,000d ■ Underlaytuent: ° Insulation: 3016, - 5VM Iv Fastener type & spacing: Cap Sheet: Roof Covering: Drip edge: Jl,l4r� rti R etL- g ird.,. 4 .1- 6 5 • LO(v ef5 1—joC( rs 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 (Pmax1: 1/ (o_ I x (Pmax2: %. } x (Pmax3:9(p . S x 27t Appendir "E" UNIFORM • OOFING PERMIT APPLICATION PROCESS No. TILE CALCULATIONS A (Aerodynamic Multiplier): ( (y3) 5- 3 = M : PCA: 626.-5 �1 (Aerodynamic Multiplier): 2, � �) - M 35 = M ri : I PCA: 10(c.c50 X1, (Aerod Multiplier): ) - M 5-35 = M Page -2 r3 ,7I •1� PCA: (06'SQ ^c- I dorm i2 efit •1 C.�I.J , C �0�+ 11- it.. -.� ao eio ��.�.. !L � fir' 123.01.78 4■99 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: Q.►r, I )2 L ny l ck4-c,Y Job Address: Sy �� F. Slree.f 1 ROOF CATEGORY KMorta (Low Slope Application) ❑ (Nail -On Tile)-. dhesive Set Ti e ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof e‘-roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 7 s Sloped Roof Area (ft /5"'s _ Total (ft') / 5 .5? , Master Permit No. Exposure category (per ACE 7 -88): Building Classification category (per ASCE 7 -88 table 1): v Ft. Ft. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 1 ARE THERE ;e/ GAS VENT STACKS? 'lµ`� w YES El NO • N t y j- y n J TYPE- NATURAL ❑ LPGX ❑ "4°1-74, . `�, f- ROOF PLAN Deck type: f.J0ocl• I YI.P be - ATTACHMENT / 11 Fastener Type: / � 1 y /Z I S SPACING Field: / n.r Perimeter: O•( - Corner:(. D-r 9 "p.c. u J- /a DETAIL 1 & 2 r r r - - - - �iil.�C'� ; � M IAMI SHORES ryh of ' ' 'n ' A�ietal Flashing at all than i- Page -1 ALNIAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Test Product Product Dimensions Specifications Description Mineral Surface N/A ASTM D 249 Mineral surfaced asphalt generic Cap Sheet roll roofing for use as a top ply in a double ply underlayment system. Rainproof 11 30" x 75' roll 36" x 75' roll or 60" x 75' roll Tile Nails Min. l0d x 3" Tile Screws Roof Tile Mortar ( "TileTiteTM ") #8x2Ya "long 0.335" head dia. 0.131" shank dia. 0.175" sctrew thread diameter PA 104 Single ply, nail -on Protect -O -Wrap, underlayment with 2" Inc. self - adhering top edge. with current NOA Ice and Water 36" x 75' roll PA 103 Self- adhering Shield underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Wood Battens vertical Wood Preservers Salt pressure treated or min. I" x 4" Institute LP - 2 decay resistant lumber horizontal battens min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone N/A PA 123 Prepared mortar mix designed for mortar set roof tile applications. 3 Manufacturer W.R. Grace Co. with current NOA generic PA 114 Corrosion resistant, generic Appendix E smooth, screw or annular ring shank nail. PA 114 Corrosion resistand coated, generic Appendix E square drive, galvanized, coarse thread wood screw Bermuda Roof Company, Inc. (with current NOA) Frank uloaga, RRC Roofing Product Control Examiner ALMAR (USA), INC. Product Quickcrete Roof N/A . PA 123 Tile Mortar Roof Tile N/A See PCA Adhesive ( "Polyproe AH 160 ") Tile -Bond Factory premixed See PCA canisters 3. LIMITATIONS NOTICE OF ACCEPTANCE: Tcs t Dimensions Specifications ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Manufacturer Quickrete Mortar (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. Frank Zuloaga, RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens One Piece 'S' Tile • 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 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. Table 2: Restoring Moments due to Gravity - Mg (ft -Ibf Tile Profile 3 ":12" or Tess 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck One Piece 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 1: Aerodynamic Multipliers - X (ft) Tile L (ft') X (ft') Profile Batten Application Direct Deck Application One Piece 'S' Tile 0. 0.274 ALMAR (USA), INC. ACCEPTANCE No. : 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations Frank Zuloaga, RRC Roofing Product Control Examincr 5. ALNIAR (USA), INC. Tile Profile One Piece 'S' Tile Adhesive Table 4B: Attachment Resistance Expressed as a Moment for Mortar Set Systems Tile Application Mortar Set' ACCEPTANCE No.: 99-1102.0 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE; STANDARD CONDITIONS Table 4: Attachment Resistance Expressed as a Moment M, (ft-Ibf) Tile for Two Patty Adhesive Set Systems Tile Application Profile One Piece 'S' Tile 2 See manufactures com•onent approval 3 Flexible Products Company TileBond Av peQpatty 1017 grams. Pol foam Product, Inc. Avera • e wei • ht per patt 8 • rams. Minimum Attachment Resistance 29.3 Ti Profile One Piece 'S' Tile Table 4A: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) Tile for Single Patty Adhesive Set Systems Tile Application Pol foam Pol Pro TM 4 Lar•e padd •Iacement of 63 rams of Pol Pre m. Pol Pro T" 5 Medium padd placement of 24 rams of Pot Pro ^'. Minimum Attachment Resistance 66.5' 38.7 - M, (ft -Ibf) Attachment Resistance 24.50 LABELING Ali tiles shall bear the imprint or identifiable marking of the manufacturer's name or to or following statement: "Miami - Dade County Product Control Approved". go, 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the followin : 6.1.1 This Notice of Acceptance. g 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. Frank Zuloaga, RRC Roofing Product Control xarniner ALMAR (USA), INC. APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS / 10-1/ 2" ONE PIECE `S' CLAY ROOF TILE ACCEPTANCE No.: 99- 1102.04 Frank Zuloaga, RRC Roofing Product Control Examiner ALNIAR (USA), INC. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. 2 . Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 . Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this AcceptancQ shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPTANC ACCEPTANCE :No.: 9999.1 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Fran Zuloaga, RRC n_ - .__ '• M t A M I PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A. :- Matcrials Corporation 0361 Alps Road Wayne NJ 07470 \IIANII -DADS COUNTY. FLORIDA METRO -D.. DE FLAGLER BUILDING (WILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 14() WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (3051,375 -2901 FAX (305) 375 -2903 CONTRACTOR (.ICI? \SING SECTION (303)373.25:7 FAX (305) 3 CONTRACTOR ENFORCk:.SIENT SECTION (305) 375 -2466 FAX (305) 375•2403 PRODUCT CONTROL DIVISION (305) 375•2902 FAX (303) 372.6339 Your application for Product Approval of: GAF Rnbc'roid Modified Bitumen Roof Systems For 11 ou(/ Deck. under Chapter 8 of the Code of Ivliami -Dade County govcrnin�, 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 riuht 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.:00- 0331.08 Expires:11 /06/2003 Raul Rodriguez Chief Product Control Division 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 Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approvcd:07 /06 /2000 Internet snail address: postmaster ®bulldingcodeonline.com .rancisco Quintana. R.A. Director I of 55 Miami -Dade County luilding Code Compliance °!lice Homepage: http : / /www.buildingcodeonline.com CAF MATERIALS CORPORATION Cate orv: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GA 175.@ GAFGLAS #80 UltimaT`i Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 5 gallons 1, 5 gallons I , 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 I bs. /ro I I 5 sq. roll 45 Ib. roll ROOFING SYSTEM APPROVAL Rooting SBS/APP, Modified Bitumen Wood -75 psf See General Limitation I 1 TRADE NAi'IES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Dimensions 5, 55 gallons 60 Ib. bags ASTM D 1363 5 sq. roll 45 Ib. roll Test Specification ASTM D 41 ASTM 2 of 55 1337 ASTM D 2824 ASTNI D 3019 AST`I D 3409 ASTM D 4601 ASTM D460I ASTM D 2178 ASTM D 2178 Acceptance No: OU Approval Date: ,July 6, 2000 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 with a mineral stabilizer and fibers. Permits adhesion to %vet and dry surfaces. Asphalt impregnated and coated glass neat 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 IATERI:\LS CORPORATION Acceptance Nu: 00 -11331 .n1 SYSTEMS: tMcntbrane Type: SBS Deck Type II: Wood, Insulated, New Construction or Rcrool Deck Description: 1,, / 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 Fastenin_t, Fasteners Fastener Laver Type Detail No. Per Board Density (see RAS 117) One or more layers ot'any of the following insulations. Approved Type(s): ACFoarn-I, E'NRG'Y 2, CAFTEMP a Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N Minimum: I" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, CAFTEMP O Tapered Minimum: I" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEM[ ® High Density Wood Fiber, GAFTEMP Recoverl3oard Minimum: '' /:" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMVIP t, Fiberboard Minimum: '4" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: '/," x 4' x 4' N/A N/A N/A N/A Approycd Type(s): Pcrlite, GAFTEMP ® Permalitc ivlinimum: 1/4" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Fiberglas Mininium: 1) /16" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Pcrmalite Tapered Roof Insulation, GAFTEMP®lsotherm Tapercd Minimum: '/ " x 2' x 4' N/A N/A N/A N/A Approved Type(s): Tapercd Isotherm R, Tapered Isotherm RA, Tapercd IsothcrnnRtN, GAFTEMP Composite Tapered, CAFTEMP Composite A Tapered, GAF Composite N Tapercd Minimum: '/d" x 4' x 4' N/A N/A N/A N/A 15 or55 Frank Luloaga, RRC Rooting Product Control Examiner GAF iNIATERIALS CORPORATION Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs. Please refer to ti1ianti -Dade County Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as base layer 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 used as a toff laver placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVEN'1' ® perIirraded laid dry or a layer of GAFTEi rIP® PERMALITE or wood fiber overlay' board on all isucyanurate applications. Anchor sheet: Base Sheet: Ply Sheet: Membrane: Surfacing: nMlaximum Design Pressure: -45 psf (See General Limitation 117) Maximum Fire Classification: See General Limitation 111. Maximum Slope: Sec General Limitation 111. Specification No.: Acceptance Nu: 01 1 - 0331.08 GAFGLASi1 PIy 4D, Ply 6e, GAFGLAS Flex Ply'"' 6. 1175 Base Sheet. GAFGLAS 1130 Ultima"' Base Sheet, STRATAVENTe Nailable, RUBEROID tMlodilicd Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered in two rows 12" in the tield. Base sheet shall serve as anchor sheet for attachment of insulation (Optional) Install one ply of GAFGLAS® 1175, GAFGLAS 1130 ULTIMA' ' Base Sheet, GAFGLAS® PLY 40, GAFGLASO PLY 60, GAFGLAS Flex Ply"' 6, GAFGLAS® STRATAVENT® Perforued(laid dry), RUBEROID Modified 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 114). (Optional) One, two, or three plies GAFGLAS PLY 4 0, GAFGLAS® PLY 6e Ply or GAFGLAS Flex PIy 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(D 20 , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Rubcroide Mop Granule. RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAI)�J.c�. fully adhered in an approved asphalt at an application rate of 25 lb./sq. t 15 %. (Optional, required if RUBEROID NIOP Smooth or RUBEROID 20 is top membrane) Install one of the following: I. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet. in an approved asphalt at an application rate of 25 lb./sq. ± 15%. 16 o1 55 Frank Zuloaga, RRC Rooting Product Control Examiner C v , MP C;:\1' MATERIALS CORPORATION • N DECK SYSTEM LI'IITAT1OtNS: I A slip sheet is required with Ply 4'ty Flex Ply "' 6 and I'Iv G !i wilco used as a nreehanieallk fastened base or anchor sheet. 2. '/• Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: Acceptance Diu: 00-0.331.0s 1 Fire classification is not part of this acceptance, refer to a current Approved Rooting ,Material; Directory for lire ratings of this product. Insulation may be applied in multiple layers. The first laver shall bc attached in compliance w ith Product Control Approval guidelines. All outer layers shall be adhered in a lull stopping o1' • approved asphalt applied within the EVT range and at a rate or 20 -40 lbs. /sq., or ntcchanicall 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 'nay be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip stopped 8" ribbons in three rows, one at each sidelap and one down the center of' the sheet allowin�i4 a continuous arca 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 lbs. /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 1b1., as tested in compliance with TAS 105. II' the fastener value, as field-tested. is beim\ 275 Ibf., insulation attachment shall not be acceptable. 6 Fastener spacing 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 within the specific system. Should the Fastener resistance bc less than that required. as determined by the Building Official, a revised fastener spacinc, prepared, signed and sealed by a Florida Registered Lnuineer or Architect may be submitted. Said revised lastcner spacing utilize the withdrawal resistance value taken from iMiatni -Dade Protocol TAS 105 and calculations in compliance \p ith Mliami -Dade Rooting Application Standard Rr \S 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure or 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 Miami -Dade Roofing Application Standard TAS 117. (When this (imitation is specifically referred within this NOA, General Limitation N9 will not be applicable.) 8 All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination desivms shall conform with Miami -Dade County Roofing Application Standard TAS I I I and the wind load requirements of Chapter 23 oldie South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shalt be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended corners, and corners). limitation is specifically referred within this NOA, General Lind applicable.) 54 of 55 Frank Zuloaga. RRC Routing Product Control Examiner c::\1' NIATI:ItI. LN CORPORATION ACCep1.111c'e `u (10-11331 MS NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years, st c y andatll approved a prducts shall be permanently labeled with the manufacturer's name. city, statement: 'Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered it a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptanc including the correct installation or 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) rMlisuse of this Acceptance as an endorsement orally product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words iNIianri -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. Iran). portion ol'the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 ;\ copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection, at the job site at all times. The copies need not be resealed by the engineer. 3 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 55. END OF THIS ACCEPTANCE 55 of 55 Frank Zuloaga, RRC Rooting Product Control Examiner • e` 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY 172 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation: One or more layers perlite, glass fbec 3/4 in. min, isocya- nurate, urethane, perlite / isocyanurate composite, perlite / urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, 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: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq.. 9. Deck C -15/32 Incline: 1/2 Insulation (Optional): 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: One or more layers of Type G2 "GAFGLAS #75 Base'Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing '(Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): 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: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped. or mechanically fastened in place, Ply Sheet: One or more layers of.. Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule)., Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, 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 Sheet", hot mopped or mechanically fastened'in place. '• "• Ply Sheet (Optional): One or more layers of Type Gl "'GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). • Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather•Coat Emulsion at 3 gal /sq. 12. Deck C -15/32 Incline: 1/2 Insulation (Optional): ; Isocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints.offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", 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 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /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 #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule)..: Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of. "GAFGLAS #75•Base Sheet:', hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum .Coating at 1 -1/2 gal /sq. 15. Deck C -15/32 Incline: 1/2 LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued 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 G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: 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 G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid. Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation • (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gi, 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 rpm elayers of Type G -1, hot mopped in place. Membrane: One layer • (smooth). Membrane: One layer • or "Ruberoid Mop 170 19. Deck: NC Insulation (Optional): isocyanurate,. urethane; thickne of "Ruberoid Torch" (smooth), "Ruberoid Mop" of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" FR" (granule). Incline: 1/2 One or more layers of perlite, glass fiber, perlite / iso composite or phenolic, any ss. Base Sheet One or more plies GI or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" . cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop. FR" or "Ruberoid •Mop.170 FR" (granule), hot mopped or adhered with•Karnak Chemical Co. "No.. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq.' 20. Deck: C-15/32 . Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One. or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets,. hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. ... Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. • • Membrane:. One or more plies of "Ruberoid 30 FR ", hot mopped in place. 2.3. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: 'One or more layers Type G2, hot mopped or mechanically fastened. Date �S Type Insp'n Permit No. Name Addresb Z. Compan Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Phone # 3a s. �s j , O3 For Inspector E ) ° Na Approved d2-CLA 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 1? A / 51 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 84 9 34 59 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 E gn eerIlng 6065 N.W. 167th Street, Suite B -23 o Miami, Florida 33015 Telephone: (305) 558 -2588 o Fax: (305) 362 -4669 ON -SITE= CONCENTRATED UPLIFT LOAD TESTING OF ROOF TOLE IN FULL ACCOR*ANCIE WOTH METRO -DADiE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SOTIE SPECIFIC INFORMATION Owner's Name: '" tA 1 LAO '50 dU Permit #• ] — 2 – ooZ - 5 e Job Address �4 63 - 9 1 ST• KAti4LIAt 4o9--s Roofing Contractor: Q i 4 -,C 1 T`/ ----6-) Q -- t tf,-36 Type of Tile: 5 7¢ t S k — - C --�1 SE T Date Installed -3 1(5 l oz Approximate Roof Height-3.1-feet / Roof Pitch 3 = 1a- Type of Access to Roof: Scaffolds ✓ Ladder Other Approximate Square Footage of Roof: ft' Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUB ■ •TED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Ll� TEST RESULTS P = PASS, F = PAIL UTH estIlng Lab., Enc. Project N© 2211 1 JOB 5 ( Q , r-7 M A t S[ , -R /OF 7_ Arg CHOEN00F SHEET NO CONTRACTOR CHECKED BY DATE SCALE _ ����� � Imo eg L1 `'w• i■ ■■ter= = 111111V/M114•EgiIllirdlaMMIS ■ii ■1[ ` J ■INh"IENNO i�r■■�■11■■■ 1!�C;IWfur ■■C J■11■■■ RMII ■■ MIP11111131111 ■M ■.�^�■11■■■1 ■Ri■■■ �!!:' IMPIII ■ ■■ EMI • " I -� I!.� ■r■ 1111 r *i u. i•■■ I■ , ;! w! r■ i I! i ■ ■i■■■I mummjsmi 11111E1 _1 NOTES: Type I nsp �- Permit No. E) O 0 c s Name 401.42 Address' r ) , \ Company r�.�► i. :� :_ �-� 03('x For Inspector$) 2 Da 2 Phone # Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat 1 }-'. Time Re- Insp'n Fee