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1218 NE 95 St (9)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 31 bd Job Address { e % N . q A S{ z Tax Folio Legal Description r Owner/Lessee / Tenant C . TkI �q- ;"1Q-ti' Owner's Address la \ � \\A • q Contracting Co. \ t1 IN1 eA %Qr Q�fl \ C j �� Qualifier N',� CV N • - V 4.\_VVIQS Phone Can 1 z) VI t' - 0 4or f State # .4.., OS-1 1 r-1 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address WORK DESCRIPTION REK cook c:kk. eNa►C-Q `j• t Signature of ow ner and/or Condo President Notary as to Owner'im or Condo President Date My Conun ,ssio - �xpire9 "7 t ty0r i GEOVAN NA M,TINEZ State of Florida My Comm. Exp: 02/18/02 Commit: CC734317 \a\5 \Ut C\ s v FEES: PERMIT RADON APPROVED: Zoning Building err) Date Historically Designated: Yes No Master Permit # ,e )P c ' - Phone (3 �) '13 i ` (eat V I 3 5YDb Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE Square Ft. 44(7-3`5.-1.11,c. ► L t q { 51 r S Estimated Cost (value) $ a , (o03 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 constriction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner- Builder inn Notary as to Contrac or or Owner- Builder My C ►►� aovanitt�IR OqfQ State of Florida My Comm. Exp: 02/18/02 Comm*: CC734317 t C.C.F.13 ,P NOTARY a -� BOND3 0 0 Electrical TOTAL DUE Date elit I 0 Date SIGN Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION :RMIT NO. TAX FOLIO NO. PATE OF FLORIDA: RUNTY OF DADE: .IE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with tapter 713, Florida Statutes, the following information is provided in this NoticQ of Commencement. Legal description of property and street address: a1% Rl a1S�^ 5k-- '(\, am ∎ S\-►o' es, Description of improvement: Fib— c fl 6 Qk_ Q-W t . Owner(s) name and address: iterest in property: IA lame and address of fee simple titleholder: �` . Contractor's name and address: FF� COUNTY OF DADS i. Surety:(Payment bond required by owner from contr` �a�,R$E R C that this is a truic of the Ori ^a1 r'e'' r a n fj on da or Jame and address: I'S*D D 20 � \mount of bond $ WITNESS my hand and f ficial 5. Lender's name and address: HARVEY RU , RI(, a ar and County Courts IA i O D.C. different date is specified) Signature 9 Owner Print Owner's Name '' It -AMU;? Sworn to and subscribed before me this Notary Public Print Notary's Name egn A My Commission Expires Z ILo 10 a r(1 1 ► 1 .-■1 asset ) h.Lwe( - BOO S Cv 5• 5 ► -1 s . , 7. Persons within the State of Florida designated by Section 713.13(1)(a)7., Florida Statutes, Name and address: 1�� 4 y t .sztNcls . Q.c 3 day of bfuctC j , 20 Oa GEOVA NINA MARTINEZ My Comm. Exp: 02116102 02R 18 1459 2002 MAR 25 10:56 Ll 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a by Owner upon whom notices or other documents may be served as provided 8. In addition to. tfimself, 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: Prepared by 1 tU Pe lm Qc TOO Address: 3 J S ` � ik3k1.) 7y �ami I l • 331 7 Miami Shores Village •> 10050 NE 2nd Avenue 0- 0 0 -�O Phone: 305 - 795 -2204 Printed: 4/3/2002 Applicant: DARLENE Owner: LEVASSER Contractor R N PALMER ROOFING Local Phone: Parcel # 1132060144090 Job Address: 1218 NE 95 ST a a b Fees: FEE2002-1 906 FEE2002-1 907 FEE2002-1 908 PAY TO THE ORDER OF FOR REMLAP ROOFING, INC. D /B /A R N PALMER ROOFING, INC. 3555 N. W. 74TH ST. 305 -696 -6767 MIAMI, FL 33147 TUIr•�,(� l MERCHANDISE MART 180 J rows PE0.s01u1.114. 777 N.W. 72nd Avenue Miami, FL 33128 -3009 Description Building Fee CCF Buildier's Bond Total Fees: Building Permit Permit Number: BP2002 -673 LEVASSER DARLENE Address: 3555 NW 74 STREET Cellular: Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 LOTS 12 13 & 14 BLK 85 LOT SIZE Amount $382.50 $13.80 $300.00 $696.30 Permit Status: Approved Permit Expiration: 9/30/2002 Construction Value: $22,600.00 Work: REROOF ENTIRE ROOF WITH COLORTHRU WHITE FLAT TILE «00 29 2411' 1 :066009 L 5 51: 2 5 i0 38881'06 -.- . . -,= Page 1 of 1 Total Fees: $696.30 Total Receipts: $0.00 - i „- :".r.nrtnrc to verify. there will be no inspections. Re- inspection DATE 4 7/7 - ,g7i.4s 7) �o s' � $ ?‘- 3 a oyt. 47 3 DOLLARS 2924 63- 915/66o BRANCH 180 ict compliance with all lave been submitted to changed without ough knowledge of the :sponsibility for work done Ito and in strict conformity II work done by either High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Process No. Contractor's Name Rom Pklmof - R ot CO I mt (A5 41or 5 , .. ROOF CATEGORY Job Address ® Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ® Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 64Z° 5 Section A (General Information) ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Section B Roof Plan a[ - N m S 2 ,A \ ale e` ^o � ( ) R� at A li Roof Plan: Illustrate all levels and sections, roof drairta>D1 tpers, overflow iiiiic 1! 111. ■■t•■■■■■ ■■■■■I mmammo ■■■ommrm■iwc■■■n ■■■■■■■ ■■■■■■■!!■mommm■■■m.I, lomam ramwiiianttt! 1 1 !R1111111111i11111111111111111WIR EV ■ ■ft•■ 11:00 ■ ■■! ■i•11■••Ul!7IP ■ ■t- ' ∎ZVrr►71Y I011;•■ ■■' P7 ■t ■ ■ ■ ■•It ■ ■■••1•111•1•iL':Ih9IL_l1i ■ ■/ ® i/ "` IIIIIIP!HhIII_ ' O IIIIiIIIIId!. 1 ! I •,m ■■■■■■ ■u■■�■■■■mmi �� ■ ■.■■rr�Neomm■ae . \MME■■■■■ ■saW■■■■Mi ■ M■■■■`■■■■■ tl■A»IMa IMM■■■■,r■■■E, klihlihl ijftiiHIi r ■ ■t• ■ ■ ■ ■ ■ ■■■ I►■cmJ■ �ac\ar�� a\ overflow Include levels, clearly identi dimensions of elevated pressure zones and location of parapets. Roof System Manufacturer: TVA, , S\r% c4V.e, e , Qui\) - Q 0, . CegC ! au Notice of Acceptance Number: en e oko 05 0 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: g ‘ Pmax2: / 1 . Pmax3: /Oa • 6 Maximum Design Pressure (From the NOA Specific System): 1 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof Slope: 3 : 12 Deck Type: Ridge Ventilation? Mean Roof Height: 10' Sloped System Description , woo ype Underlayment: Insulation. Fire Barrier: 4 30 Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: °1 > la. eo ROCT 1 oof Covering: Type & Size Drip dge: 53n0 ?St Where to Obtain Information Description Symbol Where to find Design Prcssurc PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mcan Roof Hci�ht H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachmcnt Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachmcnt Rcsistancc F' NOA Required Uplift Rcsistancc F, Calculated Average Tile Weight W NOA Tile Dimensions I= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height Roof Slope { 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 High Velocity Hurricane Zone Uniform Permit Application Form 1 Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P .4 x X ° c1Q = s aA) - Mg:4.aq = Mrt M NOA Mr 1M (P2:113n,Q x = ) - Mg: iJo =Mr:ka NOA M 1\ct (P3:1nr x? 31 1 = `LP.32)- Mg: -1a tl =Mr3 NOAM 11 %,� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below a %1 NOA Mr *Must be used in conjunction with a list of moment based tile systems endorsed b■ the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI : x w:= )- W:x cos & = F, NOAF' (P x w:_ )- W:x cos &• = F NOA F' (P3: x I: _ = x w: = ) - NV: _ x cos B.• = F NOA F' High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: 7 1'C.0 NOANo.: al,- ®so %" 0% Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: /X Slope: % Anchor /Base Sheet & No. of Ply(s): 1 7.5(.04')e) Anchor /Base Sheet Fastener/Bonding Mate ial: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: N Top Insulation Faste er /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): 5 6 `Pt Ply Sheet Fastener /Bondin Material: Top Ply: c-c 6e." _ ToVly Fastener/ Boncang Material: 1.1q "Pr •1 Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows @ oc Perimeter: " oc @ Lap, # Rows @ " oc Corner: " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. • A FT. • FT. Parapet Heiaht Mean Roof Height APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern 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. 9 /1'L 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. �� 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) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring 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. r ilkt- 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. P 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 roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 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 beneficial to consider additional venting which can result in extending the service life of the roof. Owner ° s /Agent's Signature Signature 5104 APPENDIX "F" 7-1-1-- 02, Date Contractor's Signature 03/26/2002 MIAM 16:26 ' 3056659626 PRODUCT CONTROL NOTICE OF ACCEPTANCE. Oldcastle Westile, Inc. 1900 NW 21st Avenue Ft.Lauderdale FL 33311 Your application for Product Approval of: Flnr,Sharte & Slate Concrete Roof 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 Corn. The expense of such testing will be ;.nrturted by the manufacturer. Acceptant* No.:994603 81 E xpiees:0'f161/ THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CIDDE & 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 ibrth above. Approved:07/01 /1999 1 of 8 COMA CAST CORPORATIO 6 PAGE 01 ■IIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING COD COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33 t50-1.363 (3051 )75 -2901 FAX (305) 375.29011 CONTRACTOR LICENSING SECTION (303) 371 -2327 FAX (305) 37S -I5311 CONTRACTOR ENFORCEMENT SECTION (303) 373-2966 FAX (303) 373 -2900 PRODUCT CONTROL DIVISION (303) 373.2902 FAX (303) 3726339 • i s r J rl (0"•'•". N3131 Koarig1.ZT.. Chief Product Control Division rancisco • ulntana, Director Miami -Dade County Building Code Compliance Off v& Intereel mail address: poatmasterOhulWl codcoaliae.com • tlomepaitt: hate :(jwoon.buildinaeerosonlino.eom 03/26/2002 16:26 ' 3056659626 COMA CAST CORPORATIO II 1nf, , I'.E WESTILE, INC. ACCEPTANCE No.: 99- 0603.J! APPROVED : JUL a f 5r3 EXP[RES : JUL 0 12002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. SLOPE This new roofir t system using "Oldcastle Westile Mkt Shake and Slate ", s s manufactured Oldcsstle Westile, Inc. Tile described in Section 2 of this Notice of Acceptance, designed to comply with ttic S.rrzth F1 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 PA 115 or 127 using the values listed in section 4 herein. The attachment calculations shall be done u a moment based system. Category: Prepared Roofing Sub Category: Flat Profile Tile 2. PRODUCT DESCRIPTION thaduasedbx mom Oldcastle Mane Plat Shake and State Tde Trim Pieces LOAM NO Felt Minas! Surface Cap NIA Sheet Tat Mansions Specifications I•16K" W s 13" 1 4" thick 1 - varies �►, mu Ian= varying thidoceu 3.1Componenb or produ, tl l:b►o.?c►r_fite.nr d by others Diotwasigsic NIA Test Sneeificato�_a M.SrTM D 1.26 quell 1143 Coated Base WA ASTM D 2626 Sheet Product Duncerlatign PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck or battened nail - on, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, miter, rdg-: sod velley terminations. Marwtiretured for each the profile. ASTM D 249 2 Product peseriotika Saturated mimic felt to be ;nfai _es' Wed rachor sheet. Saturated and coated organic base sheet for single or double ,ply underlayment. Mineral surfaced asphalt roll roofing for use ass top ply in a double ply un • •i• t system. '� 1 111 gins 1, gene ric PAGE 02 losPi Roofing Product Control Exentiner • 03/26/2992 16: 26 ' 30ss9gs26 ,a r:r bV T E [lY itainproof 11 30" x 71' roll 36" x 73' roll or 60" x 73' roll !Ca and Water Shield 36" x 75' roll Wood iris Tile Nails Tile Screwsl Hurricane Clip 3 Fasteners i RoorTile Mostar ("Tilente ") ygithgl Min. Vaal" mein. 1 4" for use with vertical battens or min. 1' x 2" for s e alone Min. !d x Z Si" or PA 114 min. 10d x r Appendix E 18 x2W'king 0.333" heed dia, 0.131" shimk dia. 0.115" actiaw thread dlamner rein. W width min. 0.060' thick � F�mas min. Id x 1511" i WA Test if atiQna. 1•'A i( PA 103 Self-adhering underiayntenc for use as a top ply in a two ply underlgnent system with base Aro rgi 1:31 or #43 at ?!re , Wood Pr se ers SA pressure timed or &sty 2 resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 3 r CA6T CnRPORITIO 1 ACCEPTANCE No.: - APPROVED EXF'1RES Product sitar n Single ply, nstl -on undcrtAyme.tt with 2" self - adhering top edge. Corrosion resistant, screw or smooth thank nail Corrosion resistand coated, square drive, galvanised, coarse thread wood saw Corrosion resistant bronco. aluminum, stainless steel, galvanized steel or plastic attachment clips fbr supplemental tile attachment Clips are installed with corrosion miaow roofing tames coelpatl'oie with the clip. A hurricane dip is required on all nail - on save tiles. Frank Zuloap, RRC Roofing Product Control Examiner PAGE 03 .101 0 1 1999 ,;111.. 0 1 ?f102 Protect- 0 -1141r, Lea with current NOA W.R. Grace Co. whh current NOA generic p+� generic generic 03/26/2002 16: 2E !.3. iL &fig Root The Mortar eQuiltrae. Roof Tile Roof Tile Mon& WA CIONSAL0 Roof WA 11k Mortar NW) 44 07111Adbedve CP#47 Aff 160 E IN COMA C— T AS CORPORATIO Test Ina- PA 123 VED EXpIRES RD Product PrePared morV6Wnix designed for monar set roof tile applications. PA 123 Prepared mortar Ink **aped for mortar sct roof tile applications. See NOA Two component !;at:.-ritotoe adhesive &Waned for adhesive set roof applications. PAGE 04 Mug t u x Quikrete Construction Products with ettment NOA W.R. Bonsai Co. with cutvent TWA Polytonal Products, Inc. with current NOA 1,: OLDC.A.STLE WI;STI:U. INC. :741tiit,a w. Slate 4 1.11. . . • . . . WINCE OF ACCEPTANCE: STANDARD CONDITION Table 3: Attachmen! Desistance xpressed as a Moment - Nif (, -- 1 Tile --- "T Tile Approved i Approved 1 Approved I Approved 1 pret, 1 Ar919..:■.%!. . urpi _ kgrow" . 1 PAel,ci ttifo kitipttir isive 01p !min; .. , J ..... .. . . _ . rt.::: i I .L..;;: ". .x.L..;.* Z :,..vzoi::: •. :ail I 2 nails 1 nail 2 nails . IlitifiNipi'le• /r, ! iiii? imi 4.U0 i 7 -10 r iii.X., '40.64 • 24.20 I 34.80 22.10 1 32.20 if'1".•-• 1 for Nai-On Systems kuc.t New Construction I RectwefiReroof (min. 15/3filywood) Batten* New Construction for Mortar or Adhesive Set Systems Frank Zukstipa, RRC Roofing Product Cor,,ti ACCEPTAiXE No. : 49403.0 APPROVED EXPIRES - FF:Frei r7 ,.. - 5 :# ffi ("WO ' "iii i.i fii ' t -1 .4in . it. 605. I ' 31 lin 1 "irl■ g4i;re! ii■' 1 ".■+- liVerif :4 "s' tTle imams°. : noted In the 'Trade Names of Products Manufactured By Others and 'PMI's w virnotinns a this Appo2vsl. C oh ed44 i..:4 iim Got tw:444114.i i'i, :::::: 1 Triftt.:Tvw lw.t.ffv, ttot w,IIN., noted above. Table 3-A: st.::::..;:hment Resistance - Expressed as a Moment - Mf (ft For Nall-On Systems Tlia -- Tile Two (2) 10d x 3" long nails , Profile Anolication :IW 6 1 WS 0 1 Tie Installation with II 4* headlap using two (2) Approved 104 x 3" long polymer coated. oxfosian raison% ling shank naffs installed in manufactured holes located 2$i" from the head of the the. Clips on save tie are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Ts 4: Attachment Resistance 111e Tile Attachment Profile A Ilcation Resistance Meta Mortar Set 39.00 S. 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 ". Frank Zuloap. RRC Roofing Product Control Examiner Table 1: A nam:c Muhl • art ) l• ( ) Batten A • • licatlon X( Direct Deck &cation Let - hake a - 7 1 I ;.2 - 03/26/2002 16:26 * 3056659626 OLDCASTLE WESTIL . INC. ACCEPTANCE No.: 99- 0603.Q1 APPROVED : JUI. 0 1 1999 EXPIRES : JUL 0 1 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a staic..:ia: vlift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade Count:- f`.lref.r.d Laboratory to perforrn quarterly test in accordance with PA 112, appendix `A'. Such testing :hall be subtritted to the Building Code ^ompliartce Office for review. . 3.4 ':'; n ► . t . i u n 1 u u vria) r ire t 1 , t o in c ompliance 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 publ,�►.cc: litc:.uttu:.. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in c orcapilaut.c with chapter 29 of the 31: 3C. 4. INSTALLATION 4.1.1 "Flat Shake and Slate" and its componentsshall be installed in strict compliance with Miau:; Coure.T t'ta)Cnu Appikation "tsndard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations na Profits Fla Shake a b.4 swG, Table 2 Reatortn= Moments due to Gray 3 :1r o Battens 6.47 4 :12" Deck .43 Battens 5 a COMA CAST CORPORATIO PAGE 05 t Direct Deck .27 Battens 6.1 an r :12" or greater Direct fattens Direct Deck Deck 7.09 8.00 Prink Zuloaga. R,RC Roofing Product Control Examiner NIA 03/26/2002 16:26 ' 3056659626 Roof The Mortar ("Quikretati Roof Tile Mortar #11401 Roof Tile Marty N/A ( "13ONSAIJD Roof Tile Mortar Mix, Roof Tile Adhesive N/A ("Polyproe AKI60" ) I. alltit711111 N/A Test SRaiLgi PA 123 PA 123 See NOA Two component polyurethane adhesive designed for adhesive set roof tile applications. 4 COMA CAST CORPORATIO __ i Ap ACCEPTANCE No. :_22 APPROVED EXPIRES Product Eftlage Prepared mortar designed for mortar ser roadie applications. Prepared mortar mix designed for mortar set roof tile 4itlications. Frank Zulettga. ARC Roofing Product Control Examiner :,101. 0 1 1999 ;1uj. 0 1 2002 iiiifinufathissE Quikrete Construction Products with current NOA W.R. Bonsai Co. with current NOA Potyfoam Products, inc. with current NOA PAGE 06 t C L 03/26/2002 16:26 6 3056659626 "O1,DCATLE WESTILE. INC, ACCEPTANCE No.: 99- 0601,01 APPROVED : . 1 1 I 1 0 1 1999 EXPIRES 'AL 0 1 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by topics 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. PROFILE DRAWING NAIL HOLES COMA CAST CORPORATIO PAIGE 07 :zi$C L !L SLATE TILE Frank Zubiga. RAC Roofing Product Conuol E 03/26/2002 16:26 ' 3056659626 OLDCAL TO: " +t'E COMA CAST CORPORATIO • ACCEPT'ANCk tiu.. APPROVED EXPIRES AN E: STAND RD • D T s N 11 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. My 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 t 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 Nee) 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 u1u�i jiw t►;;;;; ;• ! Alec i " ' ¢ce- . 'le* number preceded by the words Miami - Dade County. r ioriaaq anZ • i ., .r - r_ ! i e rep+ '■a >a- r b yet ' e •1, ' ■..,• rrion of tlr� ' , a :ncr 'n ii ru ed :r ,r 7. A copy of this Acceptance as well as approval arawings anti gaii.s •--•• _ 04J i .V 1Ue t_te •.1:x the a a u i : a aL p "' r itz : i ;'r'butar -.:vYl *all tie available for i- s-r:erri ; I Ake rt all time. The engineer need not reseal the copies. 1 ;"1 t r to comply with any section of this AcceptTa+co shall be cause for t rn'.ination and removal Accragmancs. 9. This Notice Cr Accirptance e:oansists or pages 1 thri.:.bit 7 and 1:441) 02 THIS A Cd: u'2,:' 8 JUL 0 1 1999 'JUL 0 1 2002 IFcrhi: iuiaia, Z Roofing Product Control Examiner PAGE 08 FILE No .077 03/22 '02 14:56 I D: GULFS I DE SUPPLY, INC. FAX :3058196965 PAGE 1 FROM 1610 V ' 1 TR _ COVERS lD R NOTICE OF ACCEP T*rllko Roofing Products, Inc. 220 West Fourth Street Joplin ,MO 64804 The expense °Caleb testing will be incurred by the manufacturer, ACC EP9"ANCE NO.: g I.050IL0 i EXPIRE& 08a32096 (WED) 3 6 2002 12:39/ST.12:37/N0.51 "2431985 P 4 RECEIVED SEP 0 4 2001 MIAMI -DADE COUNTY. FLORIDA METRO -DADS VLAGLER BUILDING MP RAMC CODE COMPLIANCE OFFICE. METW -UADE FLAG/.ER IIIIU.I INC I40 wi:Sr FLAMER STRI SUITE 1603 MIAMI. meatt)A 3 13.0-1$0 1305) 17S -28CH FAX (10S) 373 -29011 COrrru tC O t 1 IC CtC 1N(:3ECrul Del )3r3-tu7 VAX ()Q )37$. Sf CONTLt -mla enty tcitat MTDIVI.SION 005) 3,$.2944 FAX WI afl I'7os PROM= comm. DLVISttou ()0» 375.2901 FAX (poi) )7i4339 Your application for Notice of Acceptance (NOA) of Tumko BUR Roof System over Wood Deck under Chapter 8 of the Code of Miami -Dude County governing the use of Alternate Materials and Tye of Construction, aad completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Of (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. rf this product or material fails to perform in the approved manner, BCCO may revolve, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is determined by BCCO that this product or material fails to meet the requirements of the SoutI, Florida Building Code. Ravi Rodriguez ,ChiarProduct Control Division ET IT 9NAL CI:S .. D F COjeITi�fIS BUILDING CODE & PRODU_CT REVIEW Mama= This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to he used in Miami -D: do County, Florida under the conditions sot forth above. APPRQVED:, Qfz3120o Francisco J. Quintana, R.A, Director Miami -Dade County Building Code Compliance Oft • FILE No .077 03:22 '02 14:58 I D : GULFS I DE SUPPLY, INC. FROM • TAMKO ROOFING PRODUCTS, INC. Page 18 FAX :3058196965 NEW 3 6 2002 12:39/ST.12.37/N0.5112431985 P 5 WOOD DECK SYSTEM LIMITATIONS:, I A slip shoot is required with Ply 4 and Ply 6 when used as a na�ts anchor fastened bast or sheet. ' . GENERAL LIMITATIONS: 1. Fire ctass111wtion is not Directory Ilse l ire ratings part of this acceptance;, refer to a current Approved Roofing Materials gs oPtlsis product. 2. Insulation may be installed in multiple fayclr, The first layer shall be numbed produtt Confroi Approval t;<sldctlrtez •Ali other la in evmpllanec with Applied within the EVT range and at rate f2O dial! or m e a full mopping ch f the fastening Q . mechanically attached using prs ttem of the top layer 3. All standard y panel sizes are accoptalale for mechanical attachment. When applied in asphalt, • panel site shall be 4's 4' maximum. approved 4. An overlay and/or recovery board iatadation panel is required on all a lice ' foam insulations when the base sheet is billy mo trod, if no reco PP lsons vey board is used d ver closed tell shall be applied using spot m the base sheet t mopped over lied s is mopping with approves asphalt, I2" dianteter circles, 24" ex or sari three rows, one a each side1a1, and one dowo the canter of the sheet allowing a continuous ore* of ventilation. Encircling e stir of the e very 12° in each ribbon to allow airs ventilation. Pa is not acceptable. A 6" break shalt be placed minimum sate of 12 lbs.lsq. mole; Spot atta systems application l i t* ceti t or system Shat) beat a pressure of-45 psf, systems dmU be limitssl to a nurxlaturs design 5. Fastener spacing for insulation attachment is 275 lbf� u Icuod its compliance with Testing Application on a Minimum Cltaracigristic Force (P) value of as fidd=teslad, aro below 27S lbf. insulation attac( sltail B TAS p tabl e lt'tho fastener value, 6. fastener spacing for mechanical attaeltm on a minimum !'astrnar cnt ofanchor/basc sheet or membrane attachment is based resistan�e value Ia conjunction with the maximum design value listed within a specific yvtcm. Should the fastener resistant be less than that required. as dotentrenod by the g Official, a revised fastener spacing, prcparud, signed and scaled by a Florida Regists rod Engiocer. Architect, or Registorod RoofConsuitant may be submitted. Said revised fastener apaein seal! utilize tho withdraral resistants: value calculations in compliance with Roofin A Wien Application Vesting Application Standards TAS 105 and 7. Perimeter and comer areas shalt Min taken Standard RAS 117. FasYcrtcF d ply with the enhanced uplift pressure requirements of these arc aplianCe With t i; Aran; b Increased for both insulation and base sheet as calculated in referral within this NOA, Coverat Limitation 9 AS ill not be applicable.) !imitation is specifically S. All attachment and sizing of perimetarnailers, metal profile, and/or flashing conform with Roofing Application Standard RAS 111 and applicable wind load 1equirement g "'s shalt . 9. T11te maximum desigaod pressure limitation limed shall be applicable to all roof picssurc zones (i. field, perimeters, and comers). Neither rational snalystis, nor extrapolation Ansel) be permitted for enhanced fastening at enhanced pressure zones (i.o. parimders. extended comers and (Whoa this limitation is specifically lly referred wiffd,t this NOA. General! Limitation #7 will not be appttetble.) . comer* Frank Zutoaga. RRC r . Acceptance No:01- 0508.0 PAGE 5 r.... FILE No.077 03/22 '02 14:59 ID:GULFSIDE SUPPLY, INC. F ROM • • TAMKO ROOFING PRODUCTS, INC. NOT[CE OF ACCE NCE STANDA1tD C 1) [TIMIS 1 Renewal of this Acccpi tncc (.approval) shalt be consider 'dzt(ter a ranavaI ht n filed arid then original submitted documentation, Includin Ifitt supporting ppiieat m in been documents, are no older than el it ftlrng drta, �habitnck.7ing and al! a � (8) y��' 2 Any pprovod products shall be permanently labeled with► the manufnettirta's name city, state, and the following statement; "Minml -Dude County Product Control Approved', or ns specifically stated in the specific conditions orthis Acceptance. 7 Renewals of Acceptance will not be considered ill a) There has been a change in tho South Florida Guilding Coda affecting the evaluation or this product and the product Is not in compliance with the code chnn t b) The product is na longer the sumo product (identical) as thc ono originally approved: c) 1 f the Acceptance holder has not complied with All the requirements of this acceance, including the correct installation ethic product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering procession. 4 My revision or change in the materials. use, and/or rmnutticturc of the product or process shalt automatically be cause for termination otthia Aeccptencc, unless prior written approval has been requested (through the filing of a revision application with appropriate fec) and granted by this office. 5 My of the lbtlowrng shall also be grounds for removal of this Acceptance: a) Urtsatisfactory performance of this product or b) Misuse of this Acceptance as an endorsement orally product, for sales adver tisin other purposes. 6 orany 6 The Notice of Acceptance number preceded by the words Miami - 111de County, Florida, and followed by thc expiration date may bc displayed in advertising literature. lrany portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy or this Acceptance as well as approved drawings and other documents, where it applies. shalt be previdcd to the user by the ma vinoturer or its distributors and shall be available for inspection at t job site at all times. The copies need not bc resealed b the engineer. 8 Failure to comply with any section of this Acceptance shalt bc cau,so for tcmtinalion and removal O Acceptance. 9 This Acceptance contains pages 1 through 19. END OF THIS ACCEPTANCE Page 19 (WED) S 6 2002 12 :39/ST,12:37/N0. 51 P 6 r . • • Frank Zuloaga, RRC FAX:3058196965 PACE 6 At ecptancc No:01.o501.0 0 FILE No.077 03/22 '02 14:58 ID:GULFSIDE SUPPLY, INC. •tip .•. -. moo • � ry Maximum Design Pressure: See Dose Sheet !ravening Options above Page 17 FAX :3058186965 F 0 (WED) 3 6 2002 12:38/ST. 12:37/N0. 51' 2431985 P 8 TAMKO ROOFING PRODUCTS, INC. Acceptance No:01- 0505,01 Deck Type 1: Wood, Non-insulated Deck Description! "e4,- or greater plywood Or wood plank decks System Typo Cis Base Sheet mechanically attached. All Cement! and System Lamitecjeas a[rl►ly• Base Sheet: One ply of 1 amko Class- Ca described below; se Vapor—Chan or Dasc•N.l'ly fastened to the ckck EIS Fosterling: (Option NI) Attach base sheet annular ri main t 1 a. i diameter tin taps spmeed 9" 0.e, in a 4" S ab shank nails and 1-518'• center of the sheet. (/Yeats —SL! and 9" 0.e, in t wo staggered rows in it so p�J, See Caton/ Llnrlratiu» 07.) (Option !1J) Attach base shat using CF Dekfast or 114 Dekfast Fasteners with Hex Plates, SPS 0 12 or NO [nsulf;xx S. et Dulldex Accutrac fasteners and 3' Square Plates sped 12" o•c, io a 4" lap rind 12" o.e. in two staggered rows in the center of the sheet, Medr4Qp psi; sacs Genera! Limitation 17.) Ply Sheet: Two or more plies of Tam -Glass Premium. or Tarn Ply v full mopping of approved asphalt y range and at a ra ted la a 40 lbsJsq, P applied within the EVT range mad at a rate oF20- Cap Sheet: (Optional) One ply of Tam-Co applied within the EVT range an agate of 20-40 l mopping or Approved asphalt pplication instructions fora u1•• (S�e'I'nmlco approved method of installation). Surtbehng: (Required irno cp sheet is used) Install one of the following: 1. 1-1'4 gallons Cbcred aluminum coating per square (Tropical /Uplink Products A'luhal3rite 120.1 ant -Pro 1 Aluminum Roof Coating,,,). 3 gallons emulsion roorcoating per square, Of asphalt surface at an apptietation rate or 20-25 lbsJJq,. Coatings shall be applied according to the manuthctucer's' recommendations regarding specific application stets and weathering. 2. Flood coat with an application rate of 61) lbs sq.: plus gravel or In with an application rate of 400 or3001bsJsq. respectively. • Frank 2uloaga�RC PAGE 4 FILE No .077 03/22 '02 14:57 I D : GULFS I DE SUPPLY, INC. FROM ■ri --'r stun ( 112 TawOm *ad= ilk >A 01EG/ONS 1.2. & 3) J 1/2 m _ 50 as. 19 -11/16 igha i as a 100 eai - 39.]11 Indbes TAKKO TI O43 Coon' hoe Shea DASe-Nb•LT ttoo Shen TOMO21111:1101/13.1 erYS!I T3 Open Now) 1 es s11t TAM.GMSS PUMAS 611 TAIdow ry TAM D TAAa 641 Pbes�e MdatiSvrfim6 Sheet 1 amply (Y 200 ay Appms• 5212oloseps sous Ott 160 a¢ ft) Appose. 100 Hods 6 apk Porgre dossest up to WA la. Fr user k Fero slopes show 1 !o. per Mono L. loosens of the rou6gi410 is taspoed(see Seas o 9A). Dais The dedcatwuldomixes to TAMSO maid wan= (see So 4A). Aspholc for -Miser im (4e qpt Aa PL. IA NM. AL. and T W far shwa to 1.02 la. bee Seetioa 11.0). TYPE 43 Crag Base Son er L p1.Y hose Oseet Somme at ills korposos �of sloe root oiled 1 PIT 0(741100 tw 4) Cashed be lima at BASE.R.9LY side uppod 2 a sad oaf 4 t link r a right ask a the slap of die tent Nil the stint ar c from el c o do s1 6ns� rrr m 19L a 4or wind 1 lamed 411k tg ", wooer >5e��sa.tvsDmiebsry4east�tm ). Megrim Fly Sono OA" the bee p�'. cool 3 Ohs (TAUlt0 TMt mecum or TAUJ Y IT Shea la speai0raion am wilt a 1/2 m width fet. loved ly fad 1 m WEN, }e rrshfm. Lpplog ouch pb 20.11/16 r over the ao dos m lease plAs cosy do tow be y spedtimtto mphak per 100'9 should be mad co imbed (au 91t),�7 Section Op s Stoti11 as I pots of do root appy 1 of ss T oh A,KKO Igo* meh slot 2 u+. and an the d asp ig 6 to ems too pass es Y amp raeh ib *i +Ilh specification t, at etc of 23 Ib. ts13Y) err apaeSmatei wee per 100 so. Ft. OaSepa or 16. pa foot errrim, nail ailsextu to tie 14 T sdig an i emKm Nall loos c 3 In. oohs and crop the POI width two NO!'Ei UPON: A*s°f.7CATIOrs Oa• TA) .CA1', CUT INTO 12 E3. TO ea FT. LENGTHS, ALLOW TO SLATYtila AND RELAX STAGGER Tltt MD LAPS. CM OCa D AVVATHCIAPM1CATlONHECOYlf(B11DA ONS,SECTION13.0.) I b ii i z ft. A � d t atop th e Ur/ ssthod 2 la. selvedge and the bath of she TAM.tAP Sue widows Or Aimed e. Fle sktom Tko m it m be A TA►i0t0 pslyaoifemsd sodded &flub. =Mid fesleotim32.0). II Coal= informaden on 11.1. tuna tr erns, (WED) 3 6 2002 12:38/ST.12:37/NO.5112431985 F 2 Sn Para 1819 for UMW Systmt Ltmhad Wertsuy Doer eat FAX :3058196965 MAMMA Nuts M4 T.... P (WOOD) w Tarn, Ill (REGIONS 1.2, 4s 3) ILL Co+tssa Y'A!(IOQ Ibr lahreudoa oo LLL specs rein enn. 1/3 at _37 -1/3 .13.1Alloohos 11,0 • 66,2n em • 164/4 Mahn as -100 cm • 30M lochs TNOCO T4rJ +s ea..l 0..t 9fm,a - N4aT Peso Dom j »!RC ktY (Optic= Balasr) 3 !Ism 314 . .TAM4L 4SS !SODOM 614 TA)4 tv 100 sgg� 8) _ Aspect. 69 m. moo hdt 100Aq. 60 lo. hoo rah 400 t..O. l00 A n i m a . 100 Noll Pt > ve iaga op to 7 la per asair IL For slopes short 1 Jot. per Therms g � t h., aofagkb is MUM Cute Saxon 9A} Dale tee deek should morn,, to TAMSGO lewd set ten GleeSadua i.�. Asphalt The Alpha Avoid 02‘ *Po sq m (=NV be w i l� ADf we �a•31 L Type 11 M. (sot L•coen 11d). do h to 3 TY7M 43 Cant Bite Skeet ar MS6At•PLY Dose Sheen 4 the kw 'massif the too( soon 1 pal' of IMAM, TYPE 43 Cloud !magma or �-FI.Y side Impale 2 . and and Lypml 4 is at o 6pbt sigh m Or ieme of dies moL N,(1 ifn Was along sits tip aras..,kd lose aso9iLStagee sm1on 78:4amonsaboszbeelooted14 from ooh Ws of do ham Sum Par speak (rsria gammas tee ward a plift:Who% amen deTodsludfstess Peptones (see Section 18.0). ribushen 1 l Stoats Sh Over the bet ply. Sub 3 plies doff I MbO y 'iAM.GLASS Pdf30t t Or T 71v FibNj, fly Sass b apophosoog f khe low poser of the root apply a 1R m wider then a 20 m sd)h ao bib, troth cm 3 os ' ids, tangle &duos, kpplog sok Or 244540 trt hs aueh a mmaa thu u knot 3 pies of ply sheer COW sine *but yiy be meg to e Ststlat B.4 of spaeBpgva 100 $ p ' s >ts flotsam of oy*p..Ci1J1m %) a�. ophat per 100sq.R slot pa1O0sa .6. WaspletedtodueaOmSameA1101 t vC700 @. Phshlog The &Moo esaseds1 mm Im s TANA) palpmerwodownd gloated sap a flashing nosaial (sec Salm 3191 PAGE 2 t FILE No.077 03:22 '02 14:57 ID:GULFSIDE SUPPLY, INC. FAX:3058196965 PAGE 3 F ROM ROOF COVERING MATERLUS (TNT) R00F N6 SYSTEMS (tGHJ)-- Condnued HIGH $ O OPLIN M 0 6 4801 R3 ! gmisteece Ciuss1Piaaorrs, See 761K pound in this Directory. eg foam glass insulation is a suitable al1ematire for use in any roofing *Ms. 1 • is a sultan alternate for "�pie he n Premium' in any of t roofing systems n9 "Ampler mimbmw longue and groove beard is a suitable alternate for 1/2 In, bladed. adthhts brM. if' or f7t" and suitable alternates for the first base gheet UV 's e su alternate for 'Awapan Yarsa•Sarpoth' in Listed system and Mafia M is a eatable atermite for Awaplan 170 in egg iron roofing n be used in arty of the Wowing insulated noncom. otos eaten covered with a minimum thickets of 1/2 In, Perilte or Sinn Wil ls a ardtabte alternate for "Awaplan 170' in any of the following Hut Meld' is a tuitable lame et, fir 'Awaplan Preduin" and terse Roc" is a sultab. Atmore,. Co 'Awar ten terra Smooth'. fir is a suitable alternate to "Awaplar 170 FR" in are applicable tamale QerMNadcn, ASFIIAhr fEi2 SYSTW IYini HOT ROOFING APIIAIY W ply street ran replace' Tara -6lass Premiunein the Mewing Mass cream melleg Oae venting base sheet can replace Vass-Base base Meet in the Class A, B or C roofing systems when Waited to noncombuetlble is a suitable alternate to "Maas -Base in any of the following is a suitable attainato to '438aase Sheer In any of the � > noncombustible systems may be Inmelled OW minimum 1/2 - ie su n bin �,a4Y listened to a combeetible deck for the to nthwriso indicated, the corestrUctions may utitlee orgy t eidrnms of glass Aber, pnlyyuuse t isocyanuratie, combination isocyenw or pellnrmtisassejpd5te iewtadoe► hot mopped or nailed. Wood fiber rs 4 uaitable sabetitete onn Acombw�LIe dtdo only. Bede liC WIRE $ lem Shoat (Optiesat» 1 a more layers of Vent -Ply, hoe moped in r Sim as 3 layers Type 1s perforated asphari 4191111ie felt or 4 layers conventional Type 15 perforated asphalt °Malt hot wood at 25 h Gavel / crushed stone or Maj. 2. Add 4 Ordinal 1 Mae Sheet Type 15 asphalt a nic felt ham sliest, hot mapped. MY SIMMS 3 Were Typo 15�d asphalt organic felt;, hot mopped. Stetting: Gravel, crushed or slag, Baas Woos it Type G2 Mast Baser 'ram PP re "Yagw Chary', '43 tb Sl 2isa ot" arias - Glass Premiere, (rot mopped or sailed. • Pte Meru Mtn 2 Leyte Type 62.7am-GLeas Premium" er "Taroply IV', het •o Ome • Gravel in a flood coat of hho ro any 3 eophalt at 601b/sq. Dana Sheet Ty po 61 ' fau•Giess Prpaiinte of "Tam - Ply N ply sheet or _ layorc Type 01 "ra m -Glass Premiere or "Tam•Fly . ep crawl in a need Cast of hot ryoRn0 asP a +t e0 U,/se, lumen ems 1 in. m Mb inimum glass. or laCO « eat .e Imo Sheet petite, nailed or sprin eet (Optlemal)e Type 62 bass sheet, '43 lb. Base Sheer, ' GtedaYaW Or • Wot • Fiy ' 0? Type G1 My ohaal, 'ri,.•GWs Premium' et '1iumPty N, Mt rob or warted. aPty skein! 3 layers reamed C1 "item - Glass Preaiiure or "ham r IY'. het • e¢ Gravel in a heed teat of t n�� alt at 60 lb/sq. I. beds Imam ism Sheet Type 62 "Bas- Base'. `am -Class Premium' or 'Tam -Ply IM', hot moped. ' Shasta 2 or more layers Type 61 "Tam -Glass Premium' or 'Tam P(Y Ir. bat 3orihsie G3 'Tam - Cap', hot mopped 2 "Ytntr Snare sheet,.hot mopped or nulled. Miramar; 2 (WED) 3 8 2002 12:38/ST.12:37/N0.5112431985 P 1 £YVY meowing Placentas ana'ystems rnrectOry ""'"•* " 711•11r .. • • •.. • ..., . .._ «_......... >.._. LOOK FOR THE UL MARK ON PRODUCT ROOE COVCIWIi MATUTALS (MEY1) 343 ROOFING SYSTEMS (TGFU)-- Continued 7, Oa*: MC ' Indies' 2 LWrlatfen (Optional): 1.5/16 - 3.2/4 in. reax.''n. glass fiber Penile of woodfbe,. tloe Sprinbie mopped. Base Sleet (0pt{onal):1 orp rs T G2'Yent- Pty,'bapor- Chan'; Typf GI 'Tam -Glass - Premium', lam -Ply IV' or "Wass - !Base, hot mopped. Ply SIuta 1 "Awap11n•Vwsa- Smooth° unfits (modified Women) Iot mopped of t fused. Surfacing: Type 03 "ram -Cap', hot mopped, it. Dade C -15/32 banal 1/4 Sara Sheet Type 15 "438 Base Sheet", Type 0.1 Tam -Glass Premium 'Tempt IT or 'Glass-Base, relied. Pty Saab! 2 or more layers Tete 61 "Tam -Glass Premium° or'Tamd4 3IYV' , hot mopped. a1:1'Ipe 63 "Tarn-Gap", het mopped t _ __r Base Sheet One or more layers of Type G2'iaass- Base"','Yersa -Base" o "Yapen[han', hot mapped er meehaMealbr fastened in plate. Ply Skeet OM or more mews of Type 61 'Tam -Ply IV' or 'Tana•Glu Premium', hot mopped in place. Silent _6l1'raewta t ot e+epped in pace. 10. twit 015/32 Base Sheet, One or room layers of Type 15 "43t Base Shen', hot memo, or reecherriciay fastened in pta. Pty Sleet Two or more Ph a of Type GI Tam -Ply Tr or 'Tam -Glas Prwalue', hot mopped fa place, Sheet t 63 'Tam -Gee, hot mopped m 2 piace. 11. DI C-15/32 pmtulattw ipomor st): pouts 3/4 in. thick win. or poll/isooytanur te, in. Odd win. Base Sheets One or more sayers of Type G2'Glass- Base. "Yersa.Base t 'VapoaCh;n', hot mopped or mechanically Gstwead in place. liembremm One, layer of "hyalite* Versa- Smooth' (modified bitumen; hot mopped or heat Dip S recta Type 63 'Tam -Cep', hot mopped in place. waft NC recline: 3 ' era. Mom One or owe Mies of 7am•Pty N', hat mopped e mecheremily yStened. Ply pan d or mow pa iem -Ply IV', hot clopped or mechanicaU �g tDi� cnethed store or crushed sin, in a flood coat of er as P I, tack •12/32 ; tedium a Base Sheet One or more plies of Type G2 ' Glass- Bata", Type 15;47 Sale Sorbet', or Type G2 `Vapor - Dian', hot mopped or mechanical fastened in olecw Cap Sheet ▪ credo ( G3 'T ra hot =intact. Base Sheet*. "Versa- Bast' Typo G2 2G2G 'Vapor , mopped d mechanically fastened in place. Ply Sheet One or more dim of Vpo G1 "Tern-Ply 11', 'Cea+ -Gix 1Remttn' or "Versa -Base, hot mopped in pieta, O Cap C eat Type 63 'rbmdap . hot mopped It piece. 3. Sue S O+ec er more plie3 of T� G2 '"" - ass, Type 15'4: WO Sauer, 'vu:artame or Type - 62 "vapor -Char, hot mopped • mechanically fastened in Alm Cep Sheet Type G3 "ibm -Osp', hot mopped in place t . boric C -15/32 does C baler 1A Iasalatloor 1 -1 -15/16 in. glass film polite or wood fiber, nailed I spiMde mopped. Pty Meet 3 layers Type 61 "Taal-Cass Premium' or 'Tam Ply 1Y', h Surf**, Glee* teat hot roofing asphalt. 2. Bede C -15/32 Bedlam l/2 Sage Sheet: Type G2 "Glass-Base. 'Tam -61st Premium', "Tam Ply IT '43 Lb. Base, NAM or spot mopped. Pty Sheet 3 layers Type Gs "ham -Gums Prernijr.' or 'Tam -Ply N, h as Glaze coat hot roofing asphalt. Unlimited 3. Oat llmae Sb One or more piifs of Vype 02 "Glatt -Base , '438 Oa Se Sheer "Yams -qse" or "Yapor-Chair, dot mopped or mechanially seamed. Ply Sheets One or more plies of Type G1 lam -Pty IV' or 'Awapt • Smooth" (modified bitumen), hot mopped or heat fused. tap Stet Type G3 'Tam -0pe', hot mopped in pace. • \I I: \\tl -DADE COUNTY. FLOR( METRO -D: \DE FLAGLER BUILD( II1'11.1)1.;c CODE COMPLIANCE OFF NII:TRO -DAD(: FLAGLER BUILD 1 .11) \' ES 1 FLAGLER STREET. SUITE •\IIA.\II, FLORIDA 33130-1 (305) 375.2901 FAX (305) 375.2 CO\TRAcTOR L - SECT MS) 3 -2527 FAX (305) 375 - CONTRACTOR E\FORCE\IE \T SECT (305) 375-1Y66 FAX (305) 375. 1'RODCCT CONTROL DIMS Your application for Product Approval ol: (305) 375 -N0, FAX (305) 372.< GAF Rnbcroitf (1lu((ifec( Bitumen Ruuf S)'slenrs For {1'ooc/ Deck. under Chapter 8 01(11c Code of Miami-Dade Count overniI) the use of Alternate (1 \'late.rials and Type Construction, and completely described herein, has been recommended tor acceptance by the Nlian)i -D; 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 ri to recur product or material at anytime from a jobsite or manufacturer's plant for quality control testing. 1r this product or material fails to perform in the approved manner, BCCO may revoke, modify, or susm the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it i determined BCCO that this product or material fails to meet the requirements of the South Florida Builc Code. PRODUCT CONTROL NOTICE OF ACCEPTANCE C.A.F. ttilatcri:lls Corporation 1361 Alps Road Wayne N.1 07 -170 The expense of such testing will be incurred by the manufacturer. Acceptance No.: 00-0331.03 Expires: 1 1 /06/2003 Raul Rodri<,ucz Chief Product Control Div THIS IS Tl-[E COVERS[-[Err, SCE ADDITIONAL PAGES FOR SPECIFIC AND GENERA CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Tli[s apIicy lion for Product Approval has been reviewed by the BCCO and approved by the Buildin<1 ( and Product Review Committee to be used in Dade County, Florida under the conditions set forth abw: Approved:07 /06 /2000 I of - )j •rancisco .f'. Quintana. K.J\ Director Miami -Dade County Building Code Coinplianc• CAE MATERIALS CORPORATION Catet;or v: Sub- Catcgorv: Deck Tvpc: t'laxinlum Dcsi.in Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED IlY APPLICANT: Product GAF Asphalt Concrete Primer GAF Vlincral Shield® Granules GAF WeathcrCoat® Emulsion GAF Premium Fibcrcd Aluminum Roof Coating GAF Jctblak All Weather Plastic Cement GAFGLAS :.'75® GAFGLAS ;:30 Ultinla Base Sheet GAFGLAS Ply 6® GAFGLAS Flex Flyer 6 Roofing SL3S /APP, Nlodilicd Bitumen \Vood -75 psf Sec General Limitation ill Dimensions 5, 55 gallons 5 gallons I, 5 Gallons 1, 5 oallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ROOFING SYSTENI APPROV: \L Test Specification ASTM D 41 60 Ib. bags ASTM D 1863 ASTM 1227 Expiration Date: November 06 2 003 Product I)cscrin Asphalt concrete printer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF tMincral Shield® Granules shall be used For flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibcrcd aluminum coating. ASTM D 3019 ASTrN1 D 3409 Accept; ncc No: 00 Appru"ai Date: July G. 2 000 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass neat base sheet. ASTri1 D4601 Asphalt impregnated and coated. Fiberglass base sheet ASTrvl D 2178 Type VI asphalt impregnated glass felt ■vitlt asphalt coatim�. AST D 2173 Type VI asphalt impregnated glass felt with asphalt coalin . 2 of 55 Frank Zuloaga, RRC Rooling Product Control Examiner C. \F MATERIALS CORPORATION Product Dill euNious GAI:GLAS Ply 440 5 sq. roll GAFGLAS® 76 Ib. roll Mineral Surfaced Cap Slice( RUf3EROIDrt Nloditicd Bitumen Adhesive GAFGLAS r< STRATAVENTO Perforated GAFGLAS® Flashing various GAFGLAS® 69 Ib. roll ASTNI D 489 Fiber glass base shcct impregnated and STRATAVENT D 3672 coated on both sides wish asphalt.. Nailable Surfaced on the bottom side with mineral , 2ranulcs embedded in :lspllaltic coating. RUBEROID Modified 3 sq. roll ASTNI D4601, Premium `,lass fiber reinforced SF3S- Basc Sheet 67 lbs. Type 11, UL Type modified base sheet G2 BUR GAFTENIPOs various PA 110 Polyisocyanuratc loam insulation. Isotherm R Tapered GAFTENIP® various PA 110 Tapered Polyisocyanuratc loam Isotherm R GAFTENIP Isotherm various RA - Tapered GAFTENIP various Isotherm RA GAFTENIP Isotherm various PA 110 RN Test Pr S 1)cscrij Acceptance No: 1)0 0331.t1ti \S I rtl D 2173 Type I V asphalt impregnated glass felt evilly asphalt coatis AS 1 Nl D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. 5 zallons , \S F'l D 3019 Fiber reinforced, rubberized Adhesive Type 111 60 Ib. roll ASTNI D .1397 D 3672 3 0155 Fiber Mass base sheet impregnated and coated on both sides with asphalt. lt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. insulation PA 110 Iolyisocyanuratc foam insulation PA 1 10 Tapered Polyisocyanuratc loam insulation Polyisocyanuratc loam insulat on_ Frank %uloa,a, RRC Rooting Product Control Examiner • • GAF m:\'I EI l:\LS CUttl'OR.\TIO Product Tapered G< \I TEt\I1' Isotherm RN GA FTEi'vl l® Composite. Tapered GAF1 EI Composite Tapered GAFTEtMIP® Composite A GAFTEMP® Composite N Tapered GAFTEtMIP® Composite N GAFTIT[f) ;:1 Standard Roofing Fastener D Te Specification v;u iuus PA 1 1 0 various 1'A 110 GAFTEMP® various PA 110 Composite A various PA 110 Tapered F'ul\'isucyanurate loam insulation with high density fiberboard or Pcrnaalite perlitc insulation. various various various Acceinan No: 00- (I331.0r Prualurt D ttinn h;aperc(I I'OlV KOc \';Imlr;tte 10;1111 insulation I ;urtu:ue 1 insulation with Iti�la density fibcrb0;u or I'ernt;tlitc perlitc insulation. 1'olyisocyanurate foam insulation %viti high density fiberboard or f'cnnalite perlitc insulation. PA 110 Tapered Polyisocyanuratc foam insulation %villa high density fiberboard or Pennalite perlite insulation. PA 110 Polyisocyanuratc foam insulation witb Iti_It density fiberboard or I'crnt;tlitc perlit ; insulation. PA 110 Tapered Polyisocyanuratc foam insulation wyitdt high density fiberboard or Permalite perlitc insulation. GAFTEti1P® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 f erlite insulation board. f ermalitc GAFTENIP Recover 1/2" thick 1.'A 110 Perlitc recover board Board GAF TEMPO various PA 110 I ligla density wood fiberboard 1-1it411 Density insulation. Fiberboard d I'A 114 Insulation fastener for steel and plyv.uod (leeks. 4 of 55 Frank Zuloa,a. RRC Roofing Product Control Examiner GAF ,\I.. TERI:\LS coRrott. TIO,\ I'rotl tic t Dimensions GA FTITE® g14 1- leave Duty Rooling Fastener GAFTITE ASAP GAFTITE® Base Sheet Fastener and Plate Galvalutnc Plates 3•' and 3 '/_" NTB Fasteners Polypropylene Plates 3" and 3 '/" Ruberoid® 20 1.5 sq. roll Tes Product Sltccilica(ion Description e cc l ,L t Ik C \,,: nu - ttss l.tts PA 114 Insulation fastener for steel, wood ;Ind concrete decks. I' A 11 PA 114 Base sheet f;utenin:; assembly. PA 114 Round talvalume stress plates. I' A 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. Fastener for use in vpsum. tectunt and lightwci�h[ insulatin_ concrete decks. PA 114 Round polypropylene stress plates. ASTtM1 D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a ,lass fiber mat. Ruberoid® Mop I sq. roll ASTN1 D 5 147 Non -woven polyester mat coated with Granule: 103 lbs. polymer modified asphalt and surfaced with mineral Granules. RUBEROID MOP I sq. roll ASTtvf D 5147 Non -woven polyester neat coated \vith Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID MOP I sq. roll ASTtNI D 5147 Non -woven polystcr mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced \vith mineral granules. RUI3EROID,\IOP I sq. roll ASTtNI D 5147 Non -Woven polyester that coated with 1 70FR 103 lbs. fire retardant polymer tnodilied asphalt and surfaced evidt•utiner ;•.1 er;untles. RUB[ROID MOP FR I sq. roll ASTM D 5147 Non -Woven polyester mat coated with 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granles. 5of55 Frank Zuloa,t. ItILC Rooting Product Control Examiner c,\ r,\l.\TEltl:\LS CORPORATION I'rn(Ittct RUB( :ROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCI-1 PLUS RUBEROID TORCI -I FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GA1 Aluminum Emulsion RUBEROID ULTRACLAD SBS GAF Aluminum Roof Paint GAF Built -Up !tooling Asphalt 1 1 sq. roll S7 lbs. I sq. roll 102 lbs. sq. roll 93 lbs. '/.. sq. roll 90 lbs. I sq. roll 92 lbs. I sq. roll 92 lbs. 5 ,allons 109. Roll 101 lbs. 5 gallons 100 lb. cartons. bulk Tcs ti i licit tit) tt \ccc1u :ice \u: 00- 0331.(1;1 Product I)cscriptinII ASlFm D S 1 - I:leavv duty, polyester reinforced, asphalt tnotlilicd bitumen membrane. smooth surface. ASTM D 51 -17 Heavy duty. polyester reinforced, a >ph :dt ntodilied bitumen membrane. r:utulc surface. ASTt\•ID51 -17 ASTM 0 51 ASTM D 51 17 PA 100(A) ASTM D 1929 ASTM D 635 N . ASTtivl D 51 6o1'SS Heavy duty. polyester rcinlorccd, asphalt inodilictl bitumen ntcntbr : ranule surface ASTM D 51 Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, `,,ranule surface. Non woven Fiberglass Huai coated \kith polymer InOditied asphalt and surfaced with mineral granules. Non woven fiber lass that coated with fire retardant polymer modified asphalt and surfaced with mineral ,rutules. Onc tvay valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion tvitlt reflective aluntint:nt flakes \Vovcn Fiberglass mat coated with Polymer modified asphalt surfaced wilt aluminum. copper or stainless steel foil. ASTM D282 Non- fibcred. pi,ntented, Type I asphalt roof coating ASTM M 03 1 2. Intcrply mopping and surfacing asphalt Types I. II, III and I V Frank Zuloaga, RRC Routitt, product Control Examiner GAF :\IATEItI:\Ls COUiOR:\TIO.\ Test Product Product 1)intcnsions Specifications I)c:c:'i iticiu RU131;ROID t\IOD 60 Ib. I;c,s SE13S modified asphalt Asphalt IZUI3EROID N1OD 60 Ib. ke,s SE13S modified asphalt Asphalt L RUI3EROID MOD 60 Ib. keys SL:13S ntodilicd asphalt Asphalt F GAFTEMP Tapered Various PA 110 Tapered polyisocy:uturate foam Isotherm R GAFTEMP Tapered Various PA 110 Tapered polyisocy:uturatc loans Isotherm RA GAFTEtN1P Tapered Various Tapered pulyisocvanurate loam Isotherm RN GAFTEMP Various Cut perlitc board GAFCANTr.I • GAFTEMP Various Tapered perlitc board GAFEDGET't Tapered Eth le Strip GAITEM P 1 > ERt'vIAL1TE© Tapered Roof Insulation GAFTEMP Recover Board Shingle- tMater l 4 sq. roll Underlaymen( 30 lbs. GAF AS RUBEROID® Modified Bitumen Adhesive Various I/2 thick, Various sizes 500 per box PA 11-1 5 gallons PA 110 Tapered perlitc board PA 110 Perlite board ASTt\i D 3019 Fiber rcinlorccd, rubbcriccd Adlicsk Type 111 7 of 55 1 ibcr, lass reinforced shin_Ic underl:tvntent Pre- ascinblcd I ;istcncr : inct:cl ;nld plastic. pLnes gib Zuloaga, RRC RouI ii Product Control Examiner ran . \cccttt ;uicr No: Ut 1 .t1;{ CM: 1\1ATERRIALs coltroI \Ito.\ TRADE NAMES OE PRODUCTS MANUFACTURED 131' OTHERS: Pyrox T Pr D Sl)c ACFoatn 1 various ACl oam II Ancltorbond Fastener va Hy-Therm Nail -line various PA 1 I0 Hy-Therm SP various I-iy- Therm AP various Hy-Therm Stable R various Hy-Therm White various Line Dckl ass Hex Plate 2 7/3 x 3 1/4" Dckl;tst Lock Plate 3" x 3 I/4• Various PA 11 Product Description Polyisocv:uturatc foam Apache Products C-'o. insulation (with current PCA) Pr\ 1 10 Polyisocyanuratc loam insulation PA 110 Polyisocyanuratc loans insukttion Polyisocyanuratc foam Cclotex Corp. insulation (with current PCA) PA 1 10 Polyisocyanuratc foam Cclotex Corp. insulation. (with current PCA) PA 1 10 Polyisocyaniratc foam Ce1otex Corp. insulation (with current PCA) PA 1 10 Polyisocyanuratc foam PA 1 I0 Polyisocyanuratc toast Sot» Insulation lastcnin, assembly Dckl'ast Fasteners 1'14 and concrete decks PA 114 Insulation fastener Ibr steel l'A 114 Galvalunte Ilex stress plate. I'A 1 14 Polypropylene locking plate. ' \ cccp(U t cc No: (10- (1331.I1S 1 \L•tn Atlas linen)• Products (with current PCA) r $las l;ncr,y Products (tcitlt current 1'C.':$ CeIotex Corp. insulation (with current PCA) Cclotex Corp. insulation (with current PCA) Cclotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. Frank Zuloa;a. RRC Rooting Product Control Cxantincr GAF \I:\TERIA coRPOR:\Tloi" Test I' r od itct I)imc Spceilico Dek last Fasteners 11- 15 concrete decks Dck Iast Fasteners IZoolin" Nails Tin Caps fvi13 aluminum roof coating tVl inintunt 1? Min. 31 ,a. x Product 1)cscritttion 1'!\ 1 1 -1 Insulation fasteners Ior PA 114 Insulation fastener for teel /: 1 and wood decks. PA 121 Aluminum roof' coating 9o155 : \cecpt:utcc \u: 0 0 -0 .331.0, Ianii1:1Cturcr Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA ) ISO 95+ Composite I'!\ 1 10 Polyisocyanuratc / perlite Firestone ridded insulation (with current PCA) Asphalt ASTtvl D 312 Type III or IV I -lot asphlat generic bituntin adhesive Asphalt Printer ASTm D 4I Asphalt Printer , ,eneric EPS various PA 1 10 Extruded polystyrene _cneric insulation I -li`,h Density \Vood various PA 1 10 Wood fiber insulation board generic Fiberboard Petite /Urethane various PA 110 Pcrlitc / urethane composite generic Composite board insulation Perlitc Insulation various PA 1 10 Pcrlite insulation board ,cncric Polyethylene 4 mil min. Vapor barrier / Air barrier ',cneric Red Rosin various Rosin paper for barrier o,cncric layer on wood decks PA 1 1:1 Corrosion resistant annular • eneric Hip shank nails Corrosion resistant circular c_cncric discs. Grundy Industries (with cork, ' \ ran Zuloaa. RRC Rooting Product Control [Examiner CAI: MATERIALS CORPORATION Product Dens -beck !;I? Roolgrip /114 Roo ferip Gripdck Fastener Hexed Fastener IIextra Standard Plastic_ Plate ISO 95+ C'NRG'Y -2 ISORoc Olympic Standard Olympic Fastener • I • cs t Dimensions Specifi \aritUUS 3" round various various various 3" round 1'A 1 10 Gypsum insulation (ward. I'r\ 114 Insulation fastener for steel or wood decks I' A 114 PA 114 I'r\ 114 PA 114 PA 114 Polyolefin plastic plate PA 110 Polyisocyanuratc loam insulation PA 110 Polyisocyanuratc foam insulation PA 110 Product Description Insulation fastener steel, \wood or concrete decks Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Polyisocyanuratc loam / rockwool composite insulation PA 114 3" round calt•alutnc AZSS steel plate PA 114 Insulation fastener 100155 Acceptance No: tltl- (1311.11\ \Ianulaeturcr Gcor`_ia I'acilie (∎∎ ills current I'C. \) I I \V IIuildtx (a current l' \ I] \V Buildcx (villa current PCA) 1 -\\/ Buildcx (with current PCA) IT Buildcx ( itlt current I'C.'\ ) IT\V Buildcx (tvl1lt current PCA) IT \V Buildex (with current PCA) International Pcrntalitc (aa itlt current PCA ) NRG Barriers. Inc. (with current PCA) NRG Barriers. Inc. itlt current PCA) Olympic i\I: o c1urin.._ Group. Inc. • (with current I'C, \) Olympic Nlanufacturinc Group, Inc. (avid( current f'Ci \) Frank Zuloaga. RRC Itootin; Product Control Examiner GAF- \l.- TEIZI:\LS colt,I'oR:\TIO.\ Olympic Polypropylene Olympic Fastener YI? Olympic Fastener ASAP GlasFast Fastener PA 1 14 Paroc Basc Board Paroc Cap Board U ItraGard Insul -Fi.\x Fastener Insul - Fixx P T est 1'rndtict 1 )i n tc tt sin n s tccilicatinn 3.25" round PA 114 various various various 3" round P ro du ct 1) Polypropylene Mastic plate Acceptance No: On- 0331.0S t \ I:tntiIicturc• Olympic tVl: Group. Inc. (with current PCA ) PA 1 1 =1 Insulation fastener Olympic iVl:utnfacturin, Group. Inc. cvitlt current PC:\ ) PA 1 14 Pre-assembled Insulation Olympic fastener and plate tvlanufacturing Group, Inc. (cc'ith current PCA) Olympic CR Base PA 1 14 Insulation fastener Olympic Felt Fastener and assembly for Basc Slicet ttlanulacturin, Base Sheet Disc fastening only Group, Inc. (with current PCA) Insulation fastener assembly with recessed plastic plate Owens- Corniu, Fiber`eias Corp. (cvitlt current PCA) PA 1 10 Rocl:wool insulation Partck. Inc. (with current PCA) PA 1 10 Rockcvool insulation Partck. Inc. (cvitlt current PCA) PA 1 10 Polyisocyanuratc foam Schuller insulation International Inc. (with current PCA) PA 1 14 Insulation fastener for steel SFS /Stadler and wood decks (with current PC' \) PA 1 14 3" round polyethylene SFS /Stadler stress plate (with current PCA) 11 0155 -rank Zuloaga, RRC Roofing Product Control Exatttincr CAF MATERIALS COUI'OR.\'rlc)\ Test Product P Dimensions S1 ccilicatinn Description Itaw1 rastcnc•:; 112 Rawl Fasteners P14 Rawl 2" Plate Rawl 3•' plate Rawlite 3" plate 202 I.IS Super prep II Tru -fast DL Tru -Fast plastic Platte 2" round 3 round 3" round PA 114 3.04" round 1 ru -Fast MP-3 3.23" round Tru -Fast IlD PA 114 I'A 114 Insulation fastener for steel and wood decks l'A 114 Insulation fastener for use in steel, wood Or concrete PA 114 2" round _alvaluntc A 55 membrane plane PA 114 3" round galvaluwc AZ55 steel plate 3" round galvalu,ne AZ55 steel plate for use with Rawlite fasteners PA 121 Roof coating PA 121 Roof coatis, PA 114 Insulation fastener for steel, or wood I'A 114 3.04" round polyethylene plastic plate 1'A 1 1'I 3.23- round galvalunte A7_50 steel plane 12 of 55 Insulation fastener for use in wood, steel or concrete decks .\cecin.tnc .No: 00-0331.0N l ifac I Itc Ra vlplu� Company Inc. (w itlt current I'CA) The Rawlplug Company Inc. ,with current I'CA) The Rawlplug Company Inc. (with current I'CA) - fhe Rawlplu Company Inc. (with current 1'G \) The Rawlplug Company Inc. (with current PCA) 1 tVlaterials, Inc. (with current PCA) Thermo- tVlaterials, Inc. (with current PCA) Tru -Fast with current PCA) Tru -Fast (wit., current PCA) I ru - F;tsl (with current I'Ci \) Tru -Fast (with current I'CA) Frank Zuloaga, RRC Roolin; Product Control Examiner r wlATI.Itt:\LS CORPORATION Test Product 1)IIIIeII.ions tcCiticaliun Iru -Fast Ultra I't\ 114 Tru -Fast DP Tru -Fast 1 I' Structodeck EVIDENCE SUBNUTTED: Test At cncv Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory tvlutual Research Corporation Factory Mutual Research Corporation various Test Identifier Current Insulation Attachment Requirements Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4=170 - PA 114 \Vind Uplift FMRC 4170 - PA 1 14 \Vint) Uplift FtvIRC 4470 - l'A 114 I) of 55 Product Description Stainless Steel fastener for use in steel. %voud ;Intl concrete decks Insulation fastener for use in steel or \vood ciccks Insulation fastener for use in steel Or \Food decks High density \vood fiber Description FMRC 1996 J.I. 0 FIALAM J.I. 1 VSA4.Atv1 J.I. I R I A6.AtM 1.1. 01 2Q4.AM1 J.I. 0Q6A6.AM J.I. 3X3A2.Atv1 Acccptr.ncc No: 00- 0331.06 M I ru -Fast (vv itlt current PCA) Tru -Fast (with current PCA) Tru -Fast ( i t l t Current I'C: \ ) \Vood Fiber Industries (with current PCA) I):,te 01.01.96 08.26.92 06.25.93 11.15.9! 10.1 7.91 07.16.91 0X.0'_.94 Frank Zuloaga. RRC Itoulinv, Product Control t . lIl(uter CAP i \1.\TERI,\LS CORPORATION Accept:uicc Nu. (1(1-(1331.0N ICS( A"•ncV Factory (Mutual Research Wind Uplift Corporation 1:NII 4470 - I'A 114 Factory (Mutual Research Wind Uplift. FtN1RC Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift F1vIRC Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 Underwriters Laboratories, Inc. Dynatecli Engineering Corporation Dynatech Engineering Corporation Test Identifier Description Fire Resistance Classification • UL 790 -PA 114 Wind Uplift PA 114 Wind Uplift PA 114 1401» J.I. OY9QS.Am J.I. 1I39AS.AtvI J.1. 3D4Q2.AN7I 4453.04 97 -1 R1306, S7NK 1 1819 1.'3600.02.95 - I /:4482.02.95- I 02.02.95 1):Il 07,29.94 (19.04.97 04.30.97 06.06.97 01.01.93 02.02.95 Frank Luloa;a, RRC Rooting Product Control Ex:unincr c:\r, \l.- TERI:\t_S coRIOR:\TtO\ ��'[cnthranc Type: I)ccl: "Type I: I)ccl. Ucscriptiun: System Typc A(3): All General and System Limitations shall apply. Base sheet: Ply Sheet: Membrane: Surfacing: tMlaxintum Desist Pressure: tvlaxiniunt Fire Classification: tMlaxintunt Slope: Specification No.: SOS \Voud• Nun - Insulated, New Construction. Itcroof / or greater plywood or wood plank Base sheet mechanically fastened. GAFGLAS® .'175 Base Sheet, GAFGLAS gSO Ultima' Base Siteet, GAFGLAS STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE /112 or 1"14 Screws and 3" Plates 12 on center, in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" OC in the field of the sheet. (Optional) One, two, or three plies GAFGLAS PLY 4® GAFGLAS FlexPlyr" 6, or GAFGLAS® PLY 6® Ply or GAFGLAS FlexPly 6 sheet adhered in a full mopping of approved asphalt applied within the EVT ran,e and at a rate (51 20-40 I bs. /sq.. One or more plies of RUBEROID RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Rubcroid® Mop 170 FR, Rubcroid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD . fully adhered in an approved asphalt at an application rate of25 lb. /sq. ± 15 %. Or, One or more 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 UltraCladT" SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 al. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 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. + 1 5 %. - psf (See General Limitation 117) Sec General Limitation N.I. See General Limitation fI 1 . 1 of 55 \ccept :nice No: I 0331.(I` Frank Zuloa,a, RRC Rooting Product Control Exainincr cm , \i:\ t \ Lti CORI'OIZ: \TIO,\' A,.:eeptance No (11)-033 1 \•V001) ))ECK SYS E\•I Llt \II 1'.. IONS: 1 ;\ slip sheet is required 1'1) -Itt;) 1:1e.\ I'Iv ' 6 and Ply ( txlicn used as ;t ntech:utteall� Iastene(' base or anchor sheet. 2. /, Type X gypsum board is acceptable (0 he installed directly over the ‘k 00(1 deck. GENERAL LII \IITAT[ONS: I Fire cl;tssilie ition is not part of this acceptance, refer to a current Approved Roolin i\laterials Directory for lire ratings of this product. Insulation may be applied in multiple Lavers. The first laver shall be attached in compliance v.ith Product Control Approval guidelines. All other layers shall be ;adhered in :t lull rttoppin_ of approved asphalt applied within the ENT r ;ttt,c and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern oldie top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approycd 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 [Hopped. If no recovery board is used the base sheet [nay be applied using spot mopping with approved asphalt, 12" diafneter circles, 24" o.c.: or strip stopped 8" ribbons in three rows, one at each sidclap 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 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 Nlininturlt Characteristic Force (F) value of ?75 Ibl.- as tested in compliance with TAS 105. If the fastener value, as field - tested, is belot% ?75 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 deso ii value listed within the specific system. Should the fastener resistance be Tess than that required. as determined by the Building Official, a revised fastener spacin prepared, 'signed and sealed by a Florida Registered Ln`,ineer or Architect may be submitted. Said revised fastener spacin“ utilize the withdrawal resistance value taken from iMlianti -Dade Protocol TAS 105 and calculations in compliance with tVlianti Dade Roofing Application Standard RAS 117.. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in comtpliarcc tvitlt Miami-Dade Roofing Application Standard TAS 1 1 7. (\Vltcn this limitation is specifically referred within this NO: \, General Limitation i:9 will not be applicable.) • • . S All attachment and sizing of perimeter Hailers. metal profile, and /or Ilasltine termination desi.ns shall conform with Nliaini -Dade County Roofing Application Standard TAS I I I and the wind load requirements of Chapter 23 oldie South Florida 1Duildin; Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.c. lief((, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended corners, and corner U3Klietuti is limitation is specifically referred tvitftin this NO:\, (;ener al Lirtti .i n tt 3 i = tutu he applicable -) 5-t 01 55 Frank Zuluaga, (MC (tooting Product Control Examiner CAI 1\ :\ r :ltl..\(.-: CORN) ATIO,' NOTICE ICI OF ACCEPTANCE I AND): \IZI) CONDITIONS IONS . \cecllr.nrce `o. 1111-(13} I .tl\ I Renewal of this Acceptance (approval) shall be considered after a relict∎ :rl application has been tiled and the uri final submitted documentation. including test supporlin,. data. en�ineerirt, documents. are no older than eight (8) years. Any and all approved products shall be permanently labeled with the nrantrhrcturers name, city, state, and the following statement: "Miami -Dade County Product Control Approved or as specifically stated in the specific conditions of this Accept ;rncc. 3 Renewals of Acceptance will not be considered if: a) There has been a charge in the South Florida Building Code aftectin g the evaluation of this product and the product is not in compliance with the code thanes: h) The product is no longer the same product (identical) as the one ori_inally approved; c) It Acceptance holder has not complied with all the requirements of this acceptance, includin_ 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 or this Acceptance, unless prior written approval has been requested (through the Fling ofa revision application with appropriate Fee) and ,ranted by this office. 5 Any of the Following shall also be grounds For removal of this Acceptance: a) Unsatisfactory performance or this product or process: b) Misuse of this Acceptance as an endorsement olany 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. IFany portion or the Notice of is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the en,incer. S failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 55. END OF TIIIS ACCEI'TANCV 5513155 Frank Zuloa,a, RRC Roofing Product Control Examiner 52 OAF WIT../41.11 cow•nArw« Substrate - WI: inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Decks," page 10. Slope - Up to 1 inch per foot for lightweight insulating concrete; up to 3 inches per foot for other decks. :Mete�ials e ` r 'r' ``' ... :`GAF;Materiais GoYporaUon Steep Roofing Asphalt ASTM 0 - 312 Type III or IV : Base?Sheet ` z � RUBEROID ,MOP s )(Smott i o ; r_Granu(e) or MOP 170 FR :icev ih` :r' :App roximale;,We)giit Per Sljuare Total 145 -155 lbs.• - Plus weight of pour coat and gravel ' These specifications can be applied using RUBEROID Modified Bitumen Adhesive. References to cold applied installations require Ole specification designation to be followed by a "(CA)" to indicate that it is to be cold applied. UL Approvals for cold applied constructions are pending. Contact GAF MC Technical Services for current status. General Design and Application Considerations detailed in this Manual shall apply in addition to the following recommendations and specifications. Application Recommendations 1. Lay one ply of RUBER010 Modified Base Sheet or GAFGLAS' :75 Base Sheet or one ply of STRATAVENT= Nailable as required for nailable decks in the case of a fresh lightweight insulating concrete or gypsum deck, with a minimum 2 inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail dov:n the center of sheet in two rows with nails spaced at 18 inch intervals in each row. See 'Nailing of Base Sheet on page 20. 2. Starting at the low point of the roof. fully embed one ply of RUBEROID Membrane in a nominal 25 pounds per 100 square feet (plus or menus 20 %) continuous coat of Steep Rooting Asphalt ASTM 0 -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. 3. For specification of NN-1-1-MSG, a surfacing of an asphalt Hood coat and gravel is required. The flood coat must be GAF MC Steep Roofing Asphalt (ASTI:1 0312. Type III or IV). Over the entire surface. apply the asphalt in a uni- form coating of 60 pounds per 100 square feet. while the Asphalt is stilt hot. apply not less than 400 pounds of gravel or 300 pounds of slag per 100 square feet RUBEROID© Specification NI-1 -Mt, N -1 -1 -MSG and N- 1- 1 -MGFRt RUBEROID FR UL Classification For more extensive classifications, see page 6. UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks. boards. etc., plywood (min. "/ inch thick- ness), oriented strand board (min. '/; inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in inches per fool. Guarantees Available • Specllication. ••• 1 RUDER0I0Liberty • . RUSE110I0LMG N- 1 -1 -MG. N -1 -1 -MSG 12. 10.5 yr. • 12, 10 yr. N.1- 1 -MGFR 12, 10,5yr. 12. 10 yr. 4 ••aa�a -;a:7. [RI N G' MAf[R[ALS'(ffyT) • � . • 'ROOFING •SYSrEhIS rGru ( ) - Coi1(inacd (lase Street: One or more layers of Type G2 "GArGLAS 1175 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type GI - GACGI-AS 1'Iy or "Ply 6 hot mopped In place. Membrane: "Rubcroid Torch 170FR" (granule). Surfacing (Optional): "GAF fibcrcd Aluminum Coaling at 1 - 1/7 gal /sq or GAF }VCather Coat Emulsion at 3 gal /so. (. neck: NC insulation (Optional): isocyanurate. I vr„ u d fib bo,rrd perlite. glass fiber. any thitknets, liot mopped u, mechanically f.t••lencd in place. .Joints offset 6 in. (lase Shed: One or more layers of - GAIGIA' L1'. Ilr:r 'ihrrl hot mopped in place. Ply Sheet (Optional): One or more layers 01 - (rPI (:I.A5 Ply < - ur - Ply 6' hot mopped in place. Membrane: "Rubcroid Torch 17011(" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF libcred Aluminum Coating at 1 -1/2 gal/sq. Occk: C -15/32 Incline: 1/2 Insulation (Optional): Pcrlitc, fiber glass, itocyanuratc, urethane perlilc/ isocyanurate composite or phenolic. Base Sheet: One or more layers lype G2 or 63 base sheet. lot mopped or mechanically fattened. Ply Sheet (Optional): One or more layers type G 1. liot mopped in place. Membrane: "Rubcroid Mop FR or - Rubcroid Mop 170 II;" (granule). 16. neck: C - 15/32 incline: 1/7 insulation (Optional: Pcrlitc, fiber glass. isocyanurate, urethane, perlilc/ itocyanuratc composite or phenolic, offset 6 in. from joints. Oast Sheet: One or more layers of Type G -2 or G -3 base sliest. hot niopped or mechanically fastened. Ply Slicct (Optional): One or more layers of Type G -1. hot mopped in place. Membrane: One layer of "Ruberoid Torch" or " Rubcroid Mop (smooth). f Membrane: One layer of "Ruberoid Torch 170FR or - Rubcroid Mop FR" (granule) 17\. Occk: PC Incline: 1 insulation (Optional): Pcrlitc, fiber glass. wood fiber. itocyanuratc, 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 01, hot mopped in place. Membrane: One layer of "Rubcroid Plop FR or - Rubcroid Mop 1 70 FR'" (granule). 18. Occk: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass. wood fiber. isocyanurate. urethane, perlite /isocyanurate composite or phenoli Base Sheet (Optional): One or more layers of Type C, -2 or 0 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Of lype G •1, hot mopped in p!)Ce. Membrane: One layer of "Rubcroid Torch (smooth), - S„ beroitl slop" (smooth), Membrane: One layer of - Rubcroid Torch 170(11 - . - i(trheroid ;:op IBS' or - Rubcroid riop 170 FP." (granule). 19. Deck:: NC ("dine: I/7 Insulation (Optional): One or more layers of crli isocyanurate, urethan f l lC or te. glass fiber. C, pCfhtC /iSOCyd nurAlC COnytoti phenolic. any Bate Slicct: One or more plies 01 or 02. hot mopped or adhered with Karnak Chemical Co. - No. 81" or Gibson- Ilommt "12o 6160 cold applied adhesive at 1.1/2 gal /sq. Membrane: One layer of "Rubcroid Mop fR or - Pubcroid trop 170 Fl:" (granule), hot mopped or adhered with Karnal: Chemical Co. "1 :o. EC or Gibson- lloman No 6160 cold applied adhesiv at 1.1/7 gal /sq. 20 Dec1 :: C•15/32 inclin 1p. . Insulation: Polyisocyarturate, any thickness. Base Sheet: - GAFGLAS )175 (hype 02). mechanicall attached membrane: One Or more plies of Rubhcro Inch (•,mouth rlembranc: - Rubcroid Forth 170111" (granule). ) 71. ;let:: ( -15/12 l ncl i nc: 1/I ' " thickness. (Optional): POtyisoCyanural( wood fiber, perlilc. gL,ss filler / c cis hot mopped or rueCl,an,cal(y fattened. Rase Sheet: One or more plies of type GI - GAr(IAs c); 11: 1, u, 'Il„bCn„d 20 base sheets, hot mopped or mechanically fasten membrane: Onc or more plies of - Rubcroid JO 11( h mopped in (dace. 12. ( C •15/11 lnclinc 1 Insulation (Optional): PolyisoCyanura r, 3•1101 any (Iii kn (c, wood fiber. e d file. or glass C eSt, Imt n iopped or mechanically fattened. mate SI Onc or more plies of Type GI - GAfCIAS L11 hot maned rnecl..inically fattened. f pcd or. I LOOK FOR r r -t as pha lt S u In 12. Occ In or Oa ile Su ;ROOf`gl)l/EPING MAI LMS - ROOFING 'SYSiEMS' .1 Ply Sheet One or%ntorc plies of 6ubc 20" o 1 r 1 "R u mopped in 'place. bcroid 20 F: Membrane: Onc or more plies of - Ru 0 bcroid 30 (R', hot mopped in 23. Occk: C - 15/32 .• Insulation incline: I/2 (Optional): libel glass or perlilc. mechanically faster. (lase Sheet: One or more layers type G2. hot mopped or meCha- f.tstcncd. Ply Slicct: iwo or "tore layers Iypc GI. hot mopped or mech.1- 1astened. hlenibrane- -Ru G,. bcroid 30 or "6 1, -, ttorhd Cap Sliest GC: mopped in place. Deck: i(C Insulation (Optional): Polyn)ryanu,•i( Perli( , Its fiber, 2 in. max. ) . t fiber Or Base Sheet: Type 15 asphalt organic kb. Type 02 or - Flex Oa:: (modified bitumen), mechanica'ly fastened or adhered with hot 12: asphalt. Membrane: "Rubcroid" Torch 1- (modified bitumen), Surfacing. Karnak Chemical " Karnak No. 9) fibratcd Aluminum Roof Coating or "Karnak No. 9) Asbestos fre0 Aluminum Roof COa; at 1 to 2 gal /sq. 25. Deck: C -15/32 insulation: Two layers glass fibs (staggered : t joints). t Base Sheet: Type 02. mechanically mcally (at(cncd w adhered 1 in. each. v, tli hot r,: asphalt. Membrane: "Ruberoido Torch 1- (modified bitumen) - Surfacing: Karnak Chemical - Karnak No. 97 fibra(Cd Aluminum As: - _ Roof Coating" at 1 to 2 gal /tq 26. Deck: NC Membrane: "Ruberoid" Torch 1- (modifiedt Surfacing: Karnak Chemical - Karnak No. 97 Fibrated Aluminum As. Roof Coating at 1 to 2 gal /sq. 27. Deck: PC ! 1g2 insulation (Optional): Pcrlitc wood fiber or mechanically fastened or adhered w:111 hot roofing a s face I in. r..: 1- Base Sheet- Type -G2 or - Flex Base 60 (modified bitumen). sphalt. fastened or adhered with hot roofin mechanics' c. a Membrane: "Rubcroid" Torch 1 - , heat fused. Surfacing: Monscy Products - Endure Aluminum Roof Coaling - , Check" or "Pro -Grade Aluminum Roof Coating 1.5 gal /sq. 28. Deck: NC Insulation (Optional): Pcrlitc. food fiber. glass fiber °r'soq,anurz:, 1/2 urethane board, 2 in. max, mechanically fas:en Base Sheet -- Type G2 (modified bitumen). mechanically fastened c: adhered with hot roofing asphalt. Membrane: "Ruberoid Torch 1 (modified bitumen), heat fused. Surfacing: Monsey Products - Oura- white". - Endure White Elastomeri: Roof Coating" or "Pro -Grade white Elastomeric Roof Coating". 3 gal /se. 29. Occk: NC lnclinc: ; :o limitation (Optional): PO( nsulation 0 I rood fiber, ( O yisocy: music. u :ctr ape. glass fiber, perlite. any combination in an (hi(I.n_st mechanically fastened Or adhered with hot roofing asphalt. Base Sheet Type 02 (modified bitumen). mechanically fastened. Membrane: - RuberoidO Torch i - , heat fused Surfacing: "tuff -Corp field mired insulating Coating composed of 6 -2/3 cu it of perlite• 7 (b of - TC -500 t:aucrbatc: 9; I), Portland cement an,'. 17 gal of water spray applied to mi„ 1/2 30. Occk: C -15/32 Insulation (Optional): Pol y i socyanuratc( I c,eth t nel'ng a' f any Combination in any thickness. nicc,an,Cally fastened. ibcr, perlite. Oast sheet: Type G2 (modified bitumen). , mechanically fastened or adhered with hot roofing asphalt. Membrane: "Rubcroid( Torch 1 - . heat f u s sed Surfacing: - Tuff -Corp field mired Co of 6-2/3 Cu ft of perlite. 1 lb of - 1C -500 IL 9 IL Portland CeCement an. I 1 gal of water spray applied (O nu.. i/2 • • 11. Dees:: NC 111(1.'10 (I,,,c I/7 Insulation (Optional): Glass fibe'' ne wood libel. I ,mechanically fastened or adhcrc,l 'v 'o: ,uur,ny eslAult. Bast Sheet: iypc G2. mechanically fattened oi adhered with hot roofing cmbrane: - Rubcroid' (0,1, 1 - : rfatin ( uJihcd b�(umrn) Kcal foist!. g llcnry "No. 729 Asphalt (muluon at 1 gal /sq or GEO dustries flo 929 Aluminum Emulsion at i gal /tn k: PC Ir 1/2 tulation: Polyiso(yanuratc. glass fiber. pc ••oud (ibcr, hot mopped mechanically fattened any lhi(kncts. 10 Sheet: Type 02. nictluniUlly fat(CncJ o, ho( mopped. mbnnc: - Rubcroid° forth 1 - feat fo;CJ m pia CC. r(101119: ilcnry, 'Henry 520 Alu• ,, apphcd at I -I /I gal/sq. IiE UL MARK ON PROOUCr in mac. 1:.: Application is hereby mode for the approval of the detailed statcfsie•nr ur 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 Divisinn 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 „.. ,T,'••Tf,• }f TT„YTlff,f.•• Name and address of licensed contractor Biscayne Roofing Co. 5180.E. 11 Ave. Hialeah, Fla. Location and legal dcscr'ption of lot to be built on: A g Lot . .`.1� .. Block e Subdivision.. 41. t „Ltd' d . � 0 9 ._.... Street and Number where work is to be done 1218 N.E. 95th Stree State work to be done and purpose of building (by floors)...._ Roof Repair. Repair leak in valley of white, barrel tile roof. .... 1 S q _........and for no other purpose. Ncw Building Remodeling Addition Repairs X No. of Stases 2 To be constructed of Kind of foundation Amount of Permit S. Zone cubage required .Plan Cubage Distance .to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor 1 hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. Biscayne Roofing Co 5180 E. 11 Ave. Hialeah, Fi. 33 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an t•inpinyer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup p lenrent, and h.►s 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 post inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only s beontractors, on work to be perfggned under this permit, as are licensed by Miami Shores Village. Estimated Total cost of improvements $ Remarks STATE OF FLORIDA, COUNTY OF DADE. peared SS. Chairman Member Member .. .. -- -.._._..__._...._....._ Council Approved Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date..._..._... June 27th _._ ........ Robert Lodge, __._ No._._ __. S treet N•E. 95_St. 850.00 NOTE: A charge of $1.00 will be made for making corrections or changes to the Planning Board. A re inspection fee of $1.00 will be charged when such re-inspection is made materials anu /or workmanship. 30.00 (Signed) ,/ Roof covering Notary Public, State of Florida Building Inspector My Commission Expires Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- James T. Laing • _ to me well known, and who. being by me first duly sworn, upon oath deposes and says that he is the. Roo Contractor of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e.. Permit No..__ 5U 4 Date i J 1 Read, Sworn to and Subscribed before me. Disapproved ._... _ ... / Date (Signed) PLANNING BOARD DATE Member Member Member Disapproved Date this application after approval has kern obtained from necessary by Improper notice for inspevtitm of faulty BUILDING ELECTRICAL PLUMBING ROOFING 12` Owner of Building MIAMI SHORES VILLAGE. FLORIDA PERMIT N° 2987 ❑ Work to be performed under this Permit Architect Contractor or Builder Legal Lot Description Address of Building CONTRACTOR OR BUILDER B1 Subdi- vision Value of Project $ • ' Amount of Permit $ BY AUTHORITY DATF /1' 7 195 Contractor's License No. ell This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. 6 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Ow.c is Name and Address._. /. 6 ' t Registered Architect and /or Engineer... _ Name and address of licensed � Location and legal description of lot to be built on: Lot_. _ __. Block _ Subdivision Street and Number where work is to be done _/ ? ' ?k-��' . State work to be done and purpose of buildingy floors) '__ r ; __ f t STATE OF FLORIDA, COUNTY OF DADE. j ss Ch.amnan Member - -------- - - --•- Member . Council Approved and for no other purpose. New Building____ ___ Remodeling_. ____ _._. Addition Repairs__ No. of Stories To be constructed of Kinof foundation__ Roof Covering_ t =---Q ° Estimated Total cost of improvements $ 00 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 - - - - -- Permit No Disapproved ___ _ D e (Signed) ___( _ . Buildin spector Date___ 6 _d 4: .__ _ ,19 6? No _ Street_ The undersigned applicant for this building permit doc hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act. being Sec :ion 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) Before me, .... 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. Date_ - " — . 7_ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires__ PLANNING BOARD__ __ . DATE Member Member Member 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. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 9280 ROOFING Owner of ,. Building Architect Contractor or Builder Legal Lot Description Bl Address of� (- Building CONTRACTOR or BUILDER Date Contractor's License No. Work to be performed under this Permit T r ii Subdi- I vision Sq. Ft. Value of 11 Amount of Project $ Z 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon sibility for work done by his agents, servants or employees. Signed • - ' Y v k - ,- (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. r In accepting this permit I assume responsibility for all work /lone by either, self, r agent, servant or employee. BY AUTHORITY 4 19 <7 n PERMIT 'N° 11951 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description. Address of Building Lot cti [ 1 11 MIAMI SHORES VILLAGE, FLORIDA Work to be performed under this Permit Bl. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed- BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER Subdi- vision Value of Project $ DATE ava 195 Contractor's License No Amt. of Permit $ BY AUTHORITY No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 71 -75 Passed 91 -95 6-10 Passed 26 -30 Passed 46 -55 Passed 76-80 96-100 11 -15 Passed 31 -35 Passed 56-60 Passed 81 -85 101 -105 16 -20 Passed 36-40 Passed 65 -70 Passed 86 -90 106 -200 Lab Report No. 02- 070010 sting Providing Solutions To The Construction Industry ineering & nsulting, Inc. P.O. BOX 770694, MIAMI FL 33177 Certificate No.02- 0501.06 PROPERTY ADDRESS: 1218 NE 95 St. PERMIT No: BP 2002 -673 OWNER: Mr. Le Vasser PCA No: CONTRACTOR: R.N. Palmer Roofing ROOF PITCH :: 3/12 ROOFING SQUARES: 48 INSPECTION DATE; TILE TYPE: Altusa Fume TEST DATE: 7/25/02 CONTACT PERSON JOB NUMBER; Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: LX1 FAILED LI THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. 30 V CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 71 72 0 70 73 74 25 5 54 25 63 67 69 62 66 61 65 68 60 59 40 39 38 58 47 45 46 57 44 43 42 41 55 53 52 51 48 TEST RESULT TABULATION 64 49 50 1 "ROOF SKETCH" A V 25 7 8 9 11 12 2 3 34 29 35 15 33 30 1D 326 35 31 75 Front Voice: (305) 256 -4550 Flatec @bellsouth.net 37 10 5 40 13 27 25 26 28 24 22 20 23 16 17 18 19 15 Required Testing Force: 35 Ibs. 14 50 North Fax: 1 -866- 333 -6988 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n 4 � �2��;,L, 3 Permit No. �� . - Name e -A./ 3 Address /. CompanR i `'- Phone# ,� For Inspector: / `2. Name ate `i (5 2-7 Correction 1 ( I Approved fl ./1\ Vic k° °,5 OAT kvios I be 2 1,40‘:iL Re- Insp'n I;