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46 NE 92 St (7)4/.., / , PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date "'Lc- r Job Address `�(�' ive901� ` °� �✓ Tax Folio Legal Desairongeldt7 & / c tAr Histori gnat: Yes No Owner/ / Te t Master Permit # o // r{ Mas e t g V. IrJ Owner's Address 4'4 N e. 9a 1 • vn 1 km 1 S lio ,2 4s Phone /� ,�/ Contracting Co. "���jG� / %/� OA/ Address ?-,t - 47nq h 4/ Qualifier & / l i ' / // � l a s t " / ' SS# / Phone q,5-4--ti L� State # eze.orito 1, Municipal # Competency # / 7 I o q Ins. Co. Architect/Engineer � /0( ( Address Bonding Company Mortgagor -------- Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN a PAVING FENCE SIGN WORK DESCRIPTION 144. Al CY' 31 ,t) 6 sloe c c ,Lock 1 C /we- 013 Po s 344I 4,/c. s TD S (WI a AJ k ' T c b ,# fit #*1 p 7 direr' 1�4 sr 't e �?rSeF7 Square Ft. • l Jo N LGREENE N # CC 961436 1!, . : , Pre S: Aug 29, •: to S Or FL Notary Service & Bonding, Inc. t�pp.3.NOTAF ignature owner Condo President Date No My o Owner onunission Exp as FEES: PERMIT APPROVED: f tip k. \4 aning tiv(J-J3.fiding 0. (Iv' A/ Address Address Estimated Cost (value) /1 Soo WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all wor. '11 be done in compliance with all applicable laws regulating construction and zonin :. Furthermore, I authorize the above -named contractor to do the wo . `slate Contractor or ommission Expires: Electrical 2 0 C.C.F. NOTARY BOND �D Date 11 D. to H� r , ;n ±,t.. :ft ^ ,ar {'r,, ,l, 1 f'O F Aug . On.4NOTAPv I L !hex.; ; ...,,n• 5v Hnrnhn;l U TOTAL DUE J Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Leal description of property and street address: / ( N E ? 2. s1'. 141 Q,Q./yj l S i O d Es 1E4 7 ,t oft .Y2 of se 61 oc.h 1 2. Description of improvement: 3. Owner(s) name and address: 4 14•Ki SL.4 •S Interest in property: Name and address of fee simple titleholder: 4. C : tractor' name and addre r , rC a t2o a� .1E.1 KIA S //Pt 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8: In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration dale is 1 year from the date of recording unless a different date is specified) . / / .1 SigPure of Owner Notary Public Print Notar My Commis Print Owners Na o Sworn to and subscribed before me this L i day of j; 7 , 1 g s Name en Expi a a PAY 4yri JoANN L GREENE MY C.LMMIJJI 1' c,C96143Qr • EXPIRES: Aug 29, 2004 1.800$.NOTARY FL Notary Service & Bonding, Inc. STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this rs a true co y of the original fi s n this pfti a on ( day of , A D 20 ( WITNF$S my hand and Official Seal. 11 ' ARVEV RUVI , CLERK r Crrc t and C unty Courts D.C. O 1.R 1.77369 2001 APR 11 13t59 Prepared by: v'2 �N PRINT TIME 04/11 '01 i0:04 ID :MIAMI_SHORES_VILLAGE____ FAX :3057568972 PHONE i# TIMER=--:-- FILE START MODE No. TIME 642 04/11 10:04 TX ERROR PAGE= * ** TRANSMISSION REPORT * ** LOCATION 919544333222 JOB ADDRESS 4 / 6 N ' q ?. 5 T. APPLICANT -T 6. , �� � � �5 4 ,. T , Ct v 1 y' y- ;3- 3-3 Z CRITIQUE SHEET APPLICATION # 'SHEET OF MISCELLANEOUS 20x/ wo wrt/4T Ty/oLe Ty/o of 4o4F uSt?z1 &o a.) (vtfMJ T is f7,vgsif Pi.00e E` - t'. .0/ Neu 4 A 0 / 7/e24/ 7 ( ?j! t.s-- / 4e v einy ,tffe• /, / 74Z e TO /9co ccsS (•Q e %7 2) Gv GL Y Q AeglEw - tioti - Ca v¢o c°itG.r/� 4veyT .&(= v6 :a COMMENTS 02 -7(11 STORE TX /RX TOTAL CODE PAGE PAGE TIME 1 1/ 0 00'42" OK PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT" SECTION ZONING" ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Saaect to compliance with ail Fedeaf, State, Coanty.VU age roles sad regulations. V fago etmmsos,..- no rococo:lbplty tae accuracy ottor carats tram these plans 2. Thls copy of pleas swat b• ardlabfe an buffeting Ala or ao Inspection Mil be condactad. U * * * * *2AN 181 L BY DATE w,iffF /5' ivy, ��9 °6 i psCntae p t Q ►t !; �5 • SouT�f io �lear,.�,,, rte / Sl rE /' m" sue le poi° ivcu.) 6/9/8i 6G 3/7/ o/ S F'coA,frl O65 Noy frP/ l9 To Mil u, w(TN 5' y- FlasTi' -' crwhiTIav5 (-) Contractor's Name: 4111_044A.) ROOF CATEGORY I Q (Low Slope Application) ❑ (Nail -On Tile) E J (Mortar - Adhesive Set Tile) Li (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) _� ROOF TYPE E] New Roof L � Re- ro ❑ Recovering ❑ Repair g g p ❑ Maintenance Flat Roof Area (ft') 4.-?-t Sloped Roof Area (ft') ZS 0 d Total (ft') 3 ( 7-t) Master Permit No. Exposure category (per ASCE 7 -88,): L Building Classification category (per ASCE 7 -88 table 1):( Fastener Type: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT A� SYSTEM DETAIL, (Draw de Ise needed) ATTACHMENT I)E I NIL 1 & 2 114' a41I SPACING Field: /2- Perimeter: Corner: J ob Address: 41Q /VC 9 S 7, Page- I r ROOF PLAN as Ridge Ventilation? 1 MEAN HFICIIT Deck type: lb A . 6 P 1, tA)00-0 A-s4-vy1 30 tL Underlayment: Insulation: 12" 000P ILOPL D E T A 1 L 3 Fastener type & spacing: • • Yi Drip edge: • Page -2 UNIFORM ROOFING PERMIT APPLICATION SLOPED SYSTEM DESCRIPTION (tS N4ti ia-d TILE CALCULATIONS (Pmaxl: 1).-3 !C X (Aerodynamic Multiplier): Dtd ) - M ` ' = Mri : f 3 q( PCA: 1,06 5 (Pmax?: RO'1 x k. ( Aerodynamic Multiplier): ) - M:7.5 L = M r2 " / PCA: ( l710 (f maxi: A:rodynami.i S1uNipliarl: 0.77 ) - ti1:. — M PCA: ( Sl PROCESS No, Cap Sheet: ? Roof Covering: t1/1 6 I Ca-- II^ PAArtli L-Li' ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 14 , 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.) APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. f . --..... Y 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 structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 8. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. ner's /Agent's Signature 127.01 -12 PAGE 2 7/99 4/, 7---e( Date P l . ' . 1 1 : I I 1.1.l 50 .1 I3391 )lr LI1'ETI LE Ir30n111 Monier l,il'etile LLC 135 NW 20 St. Boca Raton, Florida 33431 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 97.1124.16 EXPIRES: 06/25/0 I Revises: 95- 0322.07 95- 0322.03 95- 0316.04 METROPOLITAN DADE COUNTY, FLORIDA A/IF:IHO -t)ADF FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372-6339 Your application for Product Approval of: Monier Lifetile LLC Villa, Capri, SE Roll Tiles under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Hedlund 'Technologies, The Center for Applied Engineering, Inc., and Professional Service Industries has been recommended for acceptance by the Building Code Compliance Office to he used in Dade County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on page 15. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South .Florida Building Code. aul Rodriguez Product Control Supervisor TIIISIS TIIIE COVE1tSHEE;i', SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami-Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade (County, Florida under the conditions set forth above. 1, K_ / • Charles Danger, P.F. Director Building Code Compliance Dept. APPROVED: 06 /2S /98 1 Miarni -Dade. (. eeery IVIONWR LI ETILLE LLC Product Monier Liletile 1.LC Villa Roll I\linricr Lifeitile 1.LC Capri Tile •1'rirn Pieces Product Rainproof 11 Ice and Water Shield 1 . 1 A.1 5 1 1 1 3314 5 5 41 1 TRADE NAMES OF PRODUCTS IVIANUFACTUREI) OR LABELED BY APPLICANT Test Dimensions Specifications 1= 16W' w - 13" %" thick L = 17" W= 12 V," 'A" thick 1= varies w - varies varying . thickness 30" x 75' roll 36 "x7S'roll or 60" x 75' roll MON1ER L11 E1'1LE 113Jnub PA 112 PA 112 PA 112 Test Dimensions Sincifieations Product Uescri ptiurq PA 104 Single ply, nail -on urrderlayrnent with Page2 15 Product Control No.: 97- 1124.16 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TRADE NAMES OF PRODUCTS IVIANUFACTUREE) OR LABELED BY APPLICANT 2" self - adhering top (with current NOA) edge. 36" x 75' roll PA 103 Self- adhering W.R. Grace Co. underlayment (with current NOA) Frank Zuloaga, RRC Manufacturer Protect -O -Wrap, Inc. .' . t►AUN P3 E'1r,'ULE LLC . Pest Agency RerIlnnd 'Technologies RedInnd "technologies The Center for Applied Engineering, Inc. The (.`enter for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engir►ecring, Inc. The ( ::enler for Applied Eup,ineering, Inc. TIi •» Center for Applied Engineering, Inc. EVIDENCE SUBMITTED Test Identifier 7161 -03 Appendix III 7161 -03 Appendix 111 94 -084 94 -0606 25- 7094 -1 25- 7094 -7 25- 7094 -4 25- 7183 -1 25-7183-2 .%11 .11 1 Ell L 1 1 1.1 11.1: Page 4 of 15 Product Control No.: 97- 1124.16 Test Name /Report pate Static Uplift Testing L)ec. 1991 PA 102 Static Uplift Testing Dcc. 1991 PA 102(A) Static Uplift 'Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift 'Testing PA 102 (4" Ileadlap, Nails, Battens) Static Uplift 'resting PA 102 (4" ileadlap, Nails, Direct Deck, Recover /Reroof) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct f)eck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) • rari1 uloafn, 12P.t: March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feh. 1995 t 1•311• ;ta I11,c I I ; It. FAN 5U1 :33$ 5:391 ' MONIEIIR 1,11'ETILE LLC. Product Control No.: 97- 1124.16 Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "'1'ilc'l iteTM ") Roof 'File Mortar ("Quikrete0 Roof Tile Mortar 01140") Roof Tile Mortar ( "13ONSAL® Roof Tile Mortar M ix") Roof Tile Adhesive ( "Polypro® Al 1160 ") I Currie :Inc (lip S& Fasteners MUN l ER L 11 LE Test Product Ui petisioIrs Specifications Description Vertical Wood Preservers Min. 1 "x 4" Institute LP — 2 Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Salt pressure treated or decay resistant lumber vattens Min. 13d x 2' W' or PA 114 Appendix E Corrosion resistan min. 10dx 3" screw or smooth shank nails #8x 2' /2" long PA 114 Appendix E Corrosion resistant, 0.335" head dia. coated, square 0.131" shank dia. drive, galvanized, 0.175" screw thread coarse thread wood dia. screws N/A PA 123 N/A PA 123 N/A PA 123 N/A See PCA Clips Min. 1/2" width Min. 0.060" thick Clip Fasteners Min. €c1x 1 /h" Page 3 of 15 Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. _„.Y. tI roig , IZ Tt( ML:tuufactur p,eneric generic generic Bermuda Roof Company, Inc. with cuitent PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with cut rent PCA Polyfo:rrn Products, inc. PCA 094-0401.01 l ,eneric Nitt - jkat :f t LLC NAIL. HOLE 13J4-1-1& :::- ‹..,,,,.....,.. -.. 7.- 164/2' PROFILE DRAWINGS MONIER LIFETILE UGC VILLA TILE MONIER LIFE' ILE LLC ROLL TILE Page 13 o(15 t 1..1k 1,1 1.1 11 t. Product Control No.: 97-1124.16 OVERLAY 2-1/8" 13- NOSE WATER COURSE 111 • VflR I1110MER 1.11TE1'JLE LLC AgencY, The Center for Applied Engineering, Inc. 'he Center for Applied Pnp,,ineering, Inc. Red land Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. , J1 AW1LU LlII 11I.I., ir.lun.) Product Control No.: 97- 1124.16 Test Identifier Test Nuiu /1(ehort Dat 25 -7214 2 25- 7214 -6 7161 -03 Appendix 11 Letter L)rated Aug. 1, 1994 P0631 -01 1'0402 Test i MUC -76 224 -47099 Page 5 of 15 Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -Orr) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Project No. 307025 Wind Driven Rain PA 100 Physical Properties PA 112 •;. Icii11o R1.1 March, 1995 March, 1995 Dec. 1991 Aug, 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 1 I:1 1.IA 5111 3:38 !;39 . 1■110NWIR LLC nn ©I Page 14 of 15 MONIER LI ITT 11,E Product Control No.: 97-1124.15 COLONIAL SLATE Si. SHINGLE BLEND TILE APPROVED SCREW on SCREW DA./t2X-TADVF,- - In. I I 9'3 t■1.1■ Iu: 1'2 501 :138 5:391 NON IEll L1FE'1'1LE 1‘1,t.6j7fiT B3 FET1LF. LLC PROFILE DRAWINGS Product Control No.: 97-1124.15 MONIER LIE :TIL LLC FLAT SIIAKE. & SLATE TILE SIERRA SRAM: AND SUPER SUTAKE-T.1 '*-- Page 13 of 15 Deck Type.: Deck. litescr iptigrt: SYSTEM 1): Slope It:olot?e: .J dcrinynlent: Roofing Tile: Commeftts: !P l . , ' 1 k 1 1 1 1 . 1 1 1 . 1 . MONIB. :11t B,I FE'1'11.E LLC Product Control No.: 97- 1124.16 SYSTEMS (CONTORTED) Wood, Non - insulated New construction 19 /32" or greater plywood or wood plan!:. Mortar or Adhesive Set Application 2 ":12" to 7 ":12" Note: System L) is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. ➢nstall underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Page 9 of.15 1. For re -roof applications, 15/32" plywood is an acceptable substrate. l i:tiiic (nloat?a, Il'QQD1� 1 R 61.I. :1 .11L LLC - 1b— 'n0 :3• rRUF ILE DRAWINGS (CONTINUE)) 11 ;t_ MON1F:Ii LIEE'I1LE LLC CAPRI 83 DEC. APPROV Sr_RFw Fon SCREW DATA IN TABLE 3 Page 14 of 15 11 1 1.1■ 1.111.1 11 1, Product Control No.: 9 1- 1124.16 • I ' I n • 1 1 1 . ■. ■ :; a3 1 :3:3h 5 :t N I DI IN Hilt L 1 FL 1' I LI: 1 4 ( 11 1 • f■MN l l: 4. 1 11.li; Monier Lift the LLC Flat Shake & Slate Tilrl, Sierra hake'" Tile & Super StlalCr'tilb` "' , Colonca► SIaIo P. Shingle Blend Tile Tih Profiln Monier Lil^lile LLC F1:tt Shake Pi Sliit», Sian i ^hsake'" 1 ile Z Super Shaketila "r , Colonial Slntr. R �:hinyle Blend Tile Tile Profile 3 ":12" Battens Direct Deck 6.57 7.52 'I ite f Tile Profile Iblrntior 1 Heide 11 C I Shake 8, Slate, Sierra Shah " Tile R Sup ^r Shaketilp' ", Colonial f.31ite Shingle Blond Tile Battens Direct Deck Table 1: Aerodynamic Multiplyers- X(ft X (ft') X (t% Batten Application Direct Deck Application 0.27 0.29 Table 2: Restoring Moments due to Gravity -1111 (ft•Ibf) Application Batte 8 47 DATA FOR ATTACHMENT CALCtJLATIQNS 4 " :12" 5 ":12" 6 ":12" ns Direct Deck 7.43 Table 3: Attachment Resistanco Expressed as a Moment - Mr (ft - Itaf) for Nail -On Systems Approved Nails 1 r,aall 4.90 9.80 2 nails 7.40 18.80 Battens 6.33 Direct Battens Deck 7.27 6.17 Product Control No.: 97- 1124.15 7":12" or l real ter flattens Direct Deck 6.00 N/A Direct Deck 7.09 18.20 28.60 24.20 34.80 22.10 30.80 51.70 24.30 35.50 19.00 Approved Approved Approved Screws Field Clip With: FAvo Clip With: 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails 32.20 31.90 I Data nc. tar1 in Table 3 is for installation with a 3" tile headlop. 2 Ap1"nverl e,crews are os noted in the 'Trade Names of Products Manufactured Fay Others' and 'Profile Drawlrati s' r. of this Approval. Clip on enve tile are not required for this attachment configuration unless the Required Mirnrnt of Resistance exceeds the values noted above, Page 11of15 Flank Zuloaga, RRC 7 i1 i d ; • 111 II I n I 1 .0, 5 t 1 :1:1' 5:1411 IVIONI ER 5,N11 ILIL 1Ll.0 lathe 3 -A: lile Profile r.tonler Lifotile 1.l-C Flat Shake & Slate, Simra Sh:nkeTM Tile Super Shaketlle Colonial Slate & Mingle Blend rill: 1 Tile installntion with a 4" headier) using two (2) Approved 10d x 3" long polymer conted, r:orrosion resistant, ring shank nails instnlle.d in manufactured holes located 2W from the heed of the tier. Clips on eave Ille nre not required for this attachment contigurntion unless the Required Moment of Resistance exceeds the values noted►nbove. Tile Profile Muni", Liketilr' 11 C Flat Shake 8 Slate, Skit:) 4;t111Itr'T'' Tile &+ Super Shiiketile"', COIInIinl Slrtr & Shingle Blend Tile Attachment Resistance Expressed as a Moment - M (ft-IUf) For Nall -On Systems Tile Two (2) 10d x 3" long mils Application Direct Deck New Construction (rain. 1 9/32:2' lywood) Direct Deck Recover /12eroo( (min, 15 /22" .I ood) Ratters New Construction DATA FOR AT'rACHIVIENT CALCULATIONS (CONTINUED) ;111); IER Li E ET! LL Table 4: Attochrnent Resistance Expressed as a Moment - Mr (ft 1) for Mortar or Adhesive Set Systems Tile • Application Mortar Set Adhesive Set 1 65 50 50.30 48.30 - l f_ /� ) Page 12 of'I5 / _ • F'ror k Zukaetn. 7.t °•_ Product Control No.: 97-1124 Att lclttnr tit Resistance 39.00 1l890 I11 1 I $1.4 1 1 :S I•.\.\ 561 73.9 5 19 1 II1.IN I_1FE;f1LE 1111.111`1111. R 6,Iif'1 ?'1'f11,if 1 Product Control No 97 - 1124 . MItnier I .tlrteiQ' 13.1,C ACCEPTANCE NO 97- 1124.15 135 NW 2t) St. A.1'PROV'E1) Barre 2,5, 1998 Horn R:ntion, FL 33431 EXPIRES : Ju.ne 25,'2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 1',encwnl of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering, documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "1'1inrni -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. .3 Renewals of Acceptance will' not be considered if: a) 1 here 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; h) . 1 lie product is no longer the same product (identical) as the one originally approved; c) 1f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; (J) '1 hc' 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 requenbul (through the filing 6f revision application withappropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) 1Jnsatisfactory performance of this product or process; h) Misuse of this Acceptance as an endorsement of any product, for sales, advertisins, or any other put poses. 6 The Notice of Acceptance number preceded by the words Miarni -Dade County, Florida, and t011owed by the expiration date may be displayed in advertising, literature. If any portion of the Notice of Acceptance is displayed, then it shall be dime in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall I.i pi ovided to the user by the manufacturer or its distributors and shall be available fur incl at the job site at all finies. The copies need not be resealed by the engineer. 8 failnir to comply with any section of this Acceptance shall be cause for termination aril removal of Arr+'ptance. 9 'llik Acceptance contains pages 1 through 15. i.N1) OF TUBS ACCEPTANCE Page 15 of 15 t t�1t c;a, f1 NZi ,.11AMI UAL)e. . PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road \Vaync Ni 07470 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -.905 PRODUCT CONTROL. DIVISION Your application for Product Approval of: (7051 375•2902 FAX (305) 372-6339 G,I F Conventional Built -Up Roof Systems for IVoud Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use ofsuch product or material immediately. BCCO reserves the right to revoke this approval, lilt is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00 Expires: 1 1 /04/2003 Raul Rodriguez Chic' Product Control Division THIS IS TIIE COVERSIIEET, SEE ADDITIONAL ('ACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIE \V COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. "I p roved : 06/20 /2000 Internet mail address: postmaster ©huildingcodeonline.com •rancisco Quintana, R.A. Director 1 of 32 i\liali)i -Dade County Buildinu Code Compliance Office NIIAMII -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2905 CONTRACTOR LICENSING SECTION (3051 375.2527 FAX (305) 375.2553 laoz. ttornepage: htlp : / /www.buildingcodeonline.com Cate,orv: Sub-Category: Deck Type: Maximum Desiun Pressure Fire Classification: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUI3EROI D® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® 475 GAFGLAS 1180 Ultima Base Sheet GAFGLAS Ply 6® Dimensions 5 gallons 1, 5 uallons 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll ROOFING SYSTEM APPROVAL Roofing (3UR Wood -75 psf See General Limitation i#1 TRADE NAMES OF PRODUCTS IVIANUFACTURED OR LABELED BY APPLICANT: 'Test Specification i Jo. Approval Date: June 29, 200(1 Expiration Date: November 0.4, 2003 Product Description 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. AsTM 1227 Surface coating for smooth surfaced roofs. ASTNI D 2824 Fibered aluminum coating,. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement • ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass neat base sheet. ASTM D4601 Asphalt impregnated and coated. fiberglass base sheet ASTM D 2178 "Type VI asphalt impregnated glass felt with asphalt coating. 2 of32 Frank RRC Roofing Product Control Examiner (;AF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAIGLAS Flex PIyTNI 6 (JAFGLAS Ply 4® GAFGLAS® 1�l ineral Surfaced Cap Sheet GAFGLAS® S'rRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® S'I'RATAVENT Nailable RUI3EROID Modified 3 sq. roll Base Sheet 67 lbs. GAITEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAITEMP Isotherm RN Tapered GAFTEMP Isotherm RN Dimensions 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll 60 Ib. roll various 69 Ib. roll various various various various various various Test Specification ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTI'vI D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 4897 D 3672 3 of 32 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. 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. ASTM D 489 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D460I, Pretniurn glass fiber reinforced SBS- Type I1, UL modified base sheet Type G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation I'A 110 Tapered Polyisocyanurate foam insulation Frank Zuloaga, RRC Roofing Product Control Examiner CA F MATERIALS CORPORATION Acceptance No: 00- 033 1.15 Test Product Product Dimensions Specification Description GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. GAFTEMP® Composite A "Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite A with high density fiberboard or Permalite perlite insulation. GAFTEMP® Composite N GAFTITE® 014 Heavy Duty Roofing Fastener GAFTITE ASAP various various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various I'A 110 Tapered Polyisocyanurate foam insulation Composite N with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite® GAFTEMP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMP® various PA 110 High density wood fiberboard insulation. High Density Fiberboard GAFTITE® #12 PA 114 Insulation fastener for steel and plywood Standard decks. Roofing Fastener PA 114 Insulation fastener for steel, wood and concrete decks. I'A 114 Pre - assembled GAFTITE Fasteners and 4 of 32 metal and pla . elates. ran Zuloaga, RRC Roofing Product Examiner GAF MMATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Product Dimensions Specification Description GAFFI'rl ® Base PA 114 • Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 %" PA 114 Round galvalume stress plates. N 1'13 Fasteners PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Polypropylene Plates 3" and 3 %" PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and 95 lbs. interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUI3EROID MOP 1 scl. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87dbs. polymer modified asphalt and smooth surfaced. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with fire 170FR 103 lbs. retardant polymer modified asphalt and surfaced with mineral granules. R1113EROIl)�t MOP I sq. roll ASTM D 5147 Non -Woven polyester mat coated with fire FR • 105 lbs. retardant polymer modified asphalt and surfaced with mineral granules. RIJI;EROII)®t 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, asphalt 'I t )RCI 1 Smooth 87 lbs. modified bitumen membrane, smooth surface. RI IBEROID® 1 sq. roll ASTM D 5147 1leavy duty, polyester reinforced, asphalt I'OR('I I Granule 102 lbs. modified bitumen membrane, granule surface. RUI3EROID® 3 /4 sq. roll ASTI\'i D 5147 Heavy duty, polyester reinforced, asphalt ] ORCI I PLUS 93 lbs. modified bitumen membrane _ iaa surface 5 of 32 rwnrZuloaga, RRC Roofing Product Control Examiner GAF i\1ATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Product Dimensions Specification Description RUI3EROID® '/4 sq. roll ASTM D 5147. Heavy duty, polyester reinforced, coated TORCH FR 90 lbs. with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID® 30 1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with 92 lbs. polymer modified asphalt and surfaced with mineral granules. IZUI3EROID® 30 FR l sq. roll ASTM D 5147 Non woven fiberglass mat coated with fire 92 lbs. retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID !sq. roll ASTM D 5147 Woven fiberglass mat coated with Polymer ULTRACLAD® SBS 101 lbs. modified asphalt and surfaced with aluminum, copper or stainless steel foil. Vent Stacks (metal PA I00(A) One way valve vent used to relieve built - and plastic) ASTM D 1929 up pressure within the roof system. GAF ASTM D 635 Vent Stacks are available in metal or plastic. (3AF A Emulsion 5 gallons RUI3EROID 109. Roll VI_,TRACLAD SBS 101 lbs. None Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. GAF Aluminum Roof 5 gallons ASTM D2824, Non- fibered. aluminum pigmented, asphalt Paint Type 1 roof coating GAF Built -Up 100 Ib. cartons, ASTM D3I2, Interply mopping and surfacing asphalt Roofing Asphalt bulk Types I, II, 111 and IV RUI3EROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt RUI3EROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt L, RUBEI OID MOD 60 Ib. kegs SEBS modified asphalt Asphalt P 6 of 32 Fan Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTEMP Various PA 110 . Polyisocyanuratehvood fiberboard Composite A composite GAFTEMP Tapered Various PA 110 Tapered Polyisocyanurate /wood fiberboard Composite A composite GAFTEMP Composite N GAFTEMP Tapered Various PA 110 Tapered Polyisocyanuratehvood fiberboard Composite N composite GAFTEMP Tapered Various Isotherm R GAFTEMP Tapered Various Isotherm RA GAFTEMP "Papered Various Isotherm RN GAFTEMP GAFCANTTm GA FTEMP GAFLDGETrI Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Shingle- MateTM . tJnderlayment Test Product Dimensions Specification Description Various Various Various Various GAFTEMP Recover 1/2" thick, Hoard Various sizes 4 sq. roll 30 lbs. (;AFTITE0 ASAP 500 per box PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam PA 110 Pcrlite board 7 of 32 Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board Fiberglass reinforced shingle underlayment PA 114 Pre - assembled fastener and metal and plastic plates ran Zuloaga, RRC Roofing Product Control Examiner (:A jr MATERIALS CORPORATION TRADE NAI`II;S OF PRODUCTS MANUFACTURED BY OTHERS: I'y ro x A CFo ar n 1 Product AC;Foa ,, 11 various various various I ly- Thcrnl Nail -line various ly- Therm SP various Ily- Therm AP various Hy-Therm Stable R various 1Iv- Thcrnl White Line Anchorbond Fastener Dekfast Fasteners //14 various Dekfast Hex Plate. 2 7/8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" Test Dimensions Specification Product ' Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. PA 114 Polypropylene locking plate. 8 of 32 Acceptance No: 00- 0331.15 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. • (with current PCA) rank L"u oaga, RRC Roofing Product Control Examiner (•:AF M \TERrAI.s CORPORATloN Test Product Dimensions Specification Dckfast Fasteners // 14 1)ekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS High Density Wood Fiberboard Pclite /Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Tin Caps iv113 aluminum roof coating 1)ens -I)eck various various various various 4 mil min. various Minimum # 12 Min. 32 ga. x 1 various PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) Product Description ASTM D 312 Type 111 or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 PA 110 PA 110 PA 110 Perlite insulation board Vapor harrier / Air barrier Extruded polystyrene insulation Wood fiber insulation board Perlite / urethane composite board insulation Rosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. 9 of 32 Acceptance No: 00-0331.15 Manufacturer generic generic generic generic generic generic generic generic generic generic Grundy industries (with current PCA) Georgia Pacific with currenLPCA Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION ISO 95-t. E'NRG'Y -2 I SORoc Product /112 Roofgrip 1114 Roofgrip Gripdek Fastener I lexccl Fastener I lcxtra Standard Plastic Plate 3" round various various various Olympic Standard 3" round Olympic Fastener 1114 Olympic Polypropylene Test Dimensions ►s ions S mcif►cation 3.25" round PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 114 PA 110 Polyisocyanuratc foam insulation PA 110 Polyisocyanurate foam insulation PA 110 PA 114 3" round galvalume AZ55 steel plate PA 114 Insulation fastener PA 114 Polypropylene plastic plate 10 of 32 Product Descri Polyisocyanuratc foam / rockwool composite insulation • Acceptance No: 00-0331.15 Manufacturer lTW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner .• ( F CORPORATION Acceptance No: 00- 0331.15 Test Product Product Dimensions Specification Description Manufacturer t )lympic Fastener PA 1 14 Insulation fastener 11 12 Olympic Manufacturing Group, Inc. (with current PCA) Olympic Fastener PA 114 Pre- assembled Insulation on Olympic fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 Insulation fastener assembly Olympic Felt Fastener and Y P for Base Sheet fastening Manufacturing Base Street Disc only Group, Inc. (with current PCA) GlasFast Fastener Paroc Base Board Paroc Cap Board Multi -Max Multi -Max FA U1traGard Instil -Fixx Fastener Rawl Fasteners 1112 various various various various various Instil -Fixx P 3" round PA 114 Insulation fastener assembly Owens- Corning with recessed plastic plate Fiberglas Corp. (with current PCA) PA 110 Rockwool insulation Partek, Inc. (with current PCA) PA 110 Rockwool insulation Partek, Inc. (with current PCA) PA 110 Polyisocyanuratc foam Rmax, Inc. insulation (with current PCA) PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) PA 110 Polyisocyanuratc foam Schuller insulation International Inc. (with current PCA) PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) PA 114 3" round polyethylene stress SFS /Stadler plate (with current PCA) PA 114 Insulation fastener for steel and wood decks 11 of 32 The Rawlplug Company Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF ti1ATERIALS CORPORATION Acceptance No: 00- 0331.15 Product Rawl Fasteners /t14 Test Product Dimensions Specification Description PA 114 Insulation fastener for use in steel, wood or concrete Rawl 2" Plate 2" round PA 114 2" round galvalume AZ55 membrane plate Rawl 3" Plate 3" round PA 114 3" round galvalume AZ55 steel plate Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Super Prep II PA 121 Roof coating 12 of 32 Manufacturer The Rawlplug. Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thertno- Materials, Inc. (with current PCA) Tru -Fast DI., PA 114 Insulation fastener for steel, Tru -Fast or wood (with current PCA) Tru -Fast Plastic 3.04" round PA 114 3.04" round polyethylene Tru -Fast Plate plastic plate (with current PCA) Tru -Fast MP -3 3.23" round PA 114 3.23" round galvalume Tru -Fast AZ50 steel plate (with current PCA) Tru -Fast I.ID PA 114 , Insulation fastener for use Tru -Fast in wood, steel or concrete (with current PCA) decks Tru -Fast Ultra PA 114 Stainless Steel fastener for Tru -Fast use in steel, wood and (with current PCA) concrete decks Tru -Fast DP PA 114 Insulation fastener for use in Tru -Fast steel or wood decks (with current PCA) 'fru -Fast TP PA 114 Insulation fastener for use in Tru -Fast steel or wood decks (with current PCA) Structodeck various PA 110 High density wood fiber Wood Fiber industries with cu cnt PCA) Frank Zuloaga, RRC Roofing Product Control Examiner INi(vI :RIAI.s CORPORATION 11 ,VII DEN('p: , �1JItt�H1 "H' "H'I;D: _ est _Agencv Factory Ntutua1 Research FMRC 1996 Cot poration Factory Mutual Research J.I. 1 V8A4.AM Corporation Factory Mutual Research ('01 poration Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Underwriters 1.ahoratories, Inc. Uynatcch Engineering Corporation 1)ynatech Engineering ( :orporatiorl 'rest Identifier J.1. 2I38A4.AN1 J.I. 3139Q 1.A M J.I. ODOA8.AM J.I. OD I A8.AM J.I. 0Y9Q5.AM J.I. 3X3A2.AM J.I. OY9Q5.AN1 R1306, 87NK 1 1819 #3600.02.95 -1 #4482.02.95 -1 I3 of32 Description Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift 08.02.94 FMRC 4470 - PA 114 Wind Uplift 07.29.94 FMRC 4470 - PA 114 Fire Resistance Classification 01.01.93 UL 790 - PA 114 02.02.95 02.02.95 Wind Uplift PA 114 Wind Uplift PA 114 Acceptance No: 00 0331.15 Date 01.01.96 06.28.93 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 Frank Zuloaga, RRC Roofing Product.Control Examiner 4:,\1. • '1tA 1;d +tit Q'(1+R1'OR,%i )N Acceptance No: 00 - 0331.15 Deck 'Type 11: Wood, Non - insulated New Construction or Reroof ■Dvck Description: System 'Type A(2): Base sheet mechanically fastened. All General :ar System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: f'-laxinturn Design essure: " or greater plywood or wood plank decks GAFGLAS® #75, GAFGLAS 1180 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlcxPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o c. in two rows staggered along the center line of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlcxPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required lino cap sheet is used) Install one of the following: I .GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf. (See General Limitation #7) Maximum Fire Classification: See General Limitation #1. Maxinrunt Slope: Sec General Limitation #1. Specification No.: N- B -3 -G, N- B -3 -C, N- 13 -3 -M, N- B -4 -G, N- 13- 4 -G /P6, N- 13 -4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C /P6, N- 13 -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 16 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner F'1■1A'I'ERl, LS C_OR('ORATIUN Acceptance No: 00- 0331.15 Decic Type 11: Wood, Insulated, New, Recover or Reroof 9)ectc Description: System Type D(3): Base shectand insulation simultaneously mechanically fastened. All General and System Linit,ations shall apply. t hie or more layers of any of the following insulations. Approved Type(s): Base sheet: 19 / 32 " or greater plywood or wood plank ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTENIP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firmly butted joints. Minimum thickness, 1.3" GAFTEMP Ifigh Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1 " GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultirnat "' Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps. GAFTITE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 4 rows 8" on center. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. I'Iv Sheet: One, two, or three plies GAFGLAS PLY 4 ®, or GAFGLAS® PLY 6® Ply or GAFGLAS FlexF'IyT " 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate 01 20-40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: I. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pr essurc: Maximum Fire Classification: f\t ixinum] Slope: Specification No.: -75 psf (See General Limitation #7) See General Limitation #1. See General Limitation #I. I- I3 -5 -M, I- 13- 5 -M /P6, I- 13 -5 -G, I-B-5-G/P6, I- 13 -5 -C, I- 13- 5 -C /P6, I- 0 -5 -M, 1- 0- 5 -M /P6, I- 0-4-G, I- 0- 4- G - /P6, I -0- t -C I- 0- 4 -C /P6, I- 13 -4 -G, I- 13- 4 -G /P6, I- B -4 -C, I- 13- 4 -C /P6, 1 -I3- 29 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner 1I.V'I,I RiALS CORPORATION Acceptance No: 00- 0331.15 Q o ENI:IZAI, LIMITATIONS: Fire classification is not part of this acceptance, refer to a current Approved Roofing, Materials Directory for Lire ratings of this product. Insulation may be applied in multiple layers. The first Iayer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full propping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 'I An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base shot niay be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip propped 8" ribbons in three rows, one at each sidelap and one clown 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 mininmuni rate of 12 Ibs. /sq. Note: Spot attached systems shall he limited to a maximum design pressure of psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf, as tested in compliance with TAS 105. If the fastener value, as field- tested, is below 275 Ibf., insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or nrenibrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within the specific system. Sjiould the fastener resistance be Tess than that required, as determined by the iuilding Official, a Devised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance with (Miami -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 compliance with Miami -Dade Roofing Application Standard TAS 1 1 7. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter hailers. metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 1 and the \vind Toad requirements of Chapter 23 oldie South Florida Building Code. 9 The nraxinrunr designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No' rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (VVIten this limitation is specifically referred within this NOA, General Limitation #7 Ivill not be :applicable.) 31 of32 Frank Zuloaga, RRC Roofing Product- Control Examiner GAF l\1ATERI,LS CORPORATION NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is riot in compliance with the code changes; h) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. '1 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tunes. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. • This Acceptance contains pages I through 32. END OF THIS ACCEPTANCE 32 of 32 Acceptance No: 00- 0331.13 Frank Zuloaga, RRC Roofing Product Control Examiner 214 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (fGFU)— Continued Surfacing: "Gacoflex UA -65 ", applied at 1 gal/ sq. (12 dry mils). 39. Deck: NC Incline: 1 -1/2 Foam: " Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 6499 ", applied at 1.2 gaVsq. per apw.:4 tion (14-28 dry mils). Surfacing: "Gacoflex A- 55000 ", applied at 1 -1/2 gaV sq. (14 dry mile). 40. Deck: NC Incline: 1/4 Foam: "Poly -fso" or -- Poly -Iso Special with "Polyfoam 251" or " Polyfoam 303", 1 in. min, Top Coat .Two Applications "Ure -Cap 68" Series coating (various colors) applied at 1.3/8 gti,. sq /application or 3 applications applied 1 -1/4 gaVsq /application. Top Coat (Optional) One application of "Gacoflex UA -65" Series (various colors) applied a , gal /sq or "Gacoflex UA -60" applied at 1 -1/4 gal /sq (12 dry mils). 41. Deck: NC Incline: 1/4 Foam: - 'Poly -Iso or "Poly -Iso Special' with " Polyfoam 251" or "Polyfoam 303 ", 1 in. min, Base Coat One or two applications "Gacoflex UB -64 ", 1 gal /sq /application (12-24 dry mils). Surfacing: "Gacoflex UA-65" Series 1 gaVsq or "Gacoflex UA -60" applied at 1 -1/4 gaVsq (12 dry mils). 42. Deck: NC incline: 1/4 Foam: "Poly-lso" or "Poly -Iso Special with " Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or 8 y applications applied 1 -1/4 gaVsq /application (16 -32 dry mils). Surfacing: "Gacoflex UA-65" Series (various colors) applied 1 gat /sq (12 dry mils). 43. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or ' -Iso Special" with "Polyfoam 251" or " Polyfoam 303 - - , 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gaVsq /application or; applications applied 1 -1/4 gaVsq/application (16 -32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors) applied 1 gaVsq (15 dry mils). 44. Deck: NC Incline: 2 Foam: "Polydso" or -- Poly -Iso Special with " Polyfoam 251 or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000" applied at 1 gal /sq (10 dry mils). Surfacing: - 'Gacoflex S- 1000" applied at 1 gal /sq (10 dry mils). 45. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303", any thickness. Surfacing: "Gacoflex Ure- Shield 7007", 40 dry mils. GAF MATERIALS CORP, WAYNE NJ 07470 " RUBEROID 20" or "RUBEROID Mod Base 30" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type 02 asphalt glass mat base sheet (' GAFGLAS #75 Base Sheer) is a suitable alternate for Type G1 asphalt glass fiber ply sheet (' GAFGLAS Ply 4" or "GAFGLAS Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stra- tavens (Vent -Ply) perforated" or " GAFGLAS Stratavent (Vent -Pty) for nailable decks". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Typo G2 asphalt glass mat bass sheet ( "GAFGLAS #75 Base Sheer or "GAFGLAS Strotavortt (Vont -Piy) for nailable decks') may be subsituted for G1 asphalt glass fiber ply thee'. rGAFGLAS Ply 4" or "GAFGLAS Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, 8 or C sys- tems listed below. When "perlite" is referenced, this indiudes GAFTEMP" Perlite" or any other UL Classified periitc insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A. B or C systems cd. Structural cement fiber building units are considered suitable to be included es a deck in the fol. towing Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversety effect the rating. The use of 1/2 in. min gypsum board is an acceptable ahemate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin pa Per (partite /rosin poper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the for lowing Class A, B or C systems. "GAFTEMP Isotherm RA ". "GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may ba substituted for any isocyanurate insulation in any of the following Classifications. Class A. B end C. Hot roofing asphalt. for use with organic and glass felts or modified bitumen membranes. Class A 1. Decd: C-15/32 incline: 3 Insulation (Optional) Ono or more layers portite, wood fiber, glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber /isocyanurete composite, phenolic, any thicknes. Ply Sheet Throe or more lcycrs Typo Gi " GAFGLAS Ply 4" or " GAFGLAS Py 6 ", hat mopped. Surfacing: Gravel. Dock: C -15/32 Incline: 2 luau :atfart (Optional) Ono or more leyoro perlite, wood fiber, glass fiber, isocyanurate, ure- thane, perltc/isacyanuroto composite, perlite/urethane composite. wood fiber/iisocyanurcta composite, phenolic, any thickness. Ply Sheet Three ar more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet Ono layer Typo G3 " GAFGLAS Minerol Surfaced Cap Shoot ". LOOK FOR MARK ON PRODUCT R1306 (N► ROOF COVERING MATERIALS (TEVT) 215 ROOFING SYSTEMS (TGFU)— Continued tea' NC incline: 2 yyvstion (Optional) One or more layers perlite, wood fiber, glass fiber, tsocyenurote, are• one petUte /sacyanurate composite, perlite /urethane composite, wood fiber/isocyanurate per,att, tse, 2 in. max. ►afv Sheet pte Tpwo or noltc more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Incline: j/2 hoer ". 4 Slack. NC btauhtlpn One or two layers 'isothavel erm R", 4 in. max, hot mopped. PH Sheet Any UL Classified gr surf aced Class A asphalt glass fiber mat system. park Sheet 415/32 (Op Incline: 1 $ >plp tional) Red rosin paper, nailed to deck. ease Sheet One Layer of Type G2 " GAFGLAS #75 Base Sheet" (may be nailed). ply Sheet One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Incline: 3 Cap Sheer ". Deck: NC eye Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet ". efy Sheet One or more layers of Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G-3 " GAFGLAS Mineral I u ace 2 Cap Sheet ". 7 psalr C comp tiMt' 16/32 p partite/urethane hane co p te, phenolic, 1 0 isocyanurate, i. off-set from plywood t jo joints 6 ins). composite, Pe ease Sheet One or more layers of Type G 1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). '"trap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Dock C 15/32 incline: 2 Insulation (Optional) One or more layers perlite, wood fiber, glass fiber. isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, wood fiber /socyanurete tompesite, phenolic, any thickness. Bay Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional) One or more layers of Type G1. Mambrene: One or moro layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) oir "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheer ", hot mopped. ---�� - Ciasa B I . Dark: C -15/32 Incline: 3 1/2 Insulation (OptianatP One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure- thane, portite isocyanurate composite, perlite /urethane composite, wood fiber/isocyenurate composite, phenolic, any thickness. Pty Street Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Dock: C-15/32 incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate ure- thane, periite/isocyanurate composite. perlite /urethane composite. woad fibcrltsacyanurcte composite, phenolic, any thickness. Base Sheet Two or more layers of Type 01, 02 or G3. Membrane: Orr or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Tcr:r Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Clots C Deck: C-15/32 Incline: 1/2 Insulation (Optiarta!) One or more layers perlite, wood fiber, glass fiber, isocyanurate. 17C- thane, perlite / isocyanurate composite. perlite /urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type 01 " GAFGLAS Ply 4" or " GAFGLAS Piy 6". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Desk; C 15/32 Incline: 1/2 Insulation (Optional) One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite. wood fiber/isocyant:.ate composite, phenolic, any thickness. Ply Sheet 'lifters or more layers of Type 01 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 hot mopped with coat tar bitumen. Surfacing Gravel. I COMBINATION HOT AND COLD SYSTEMS Clans A Deck: NC Incline: 2 Insulation (Optional- One or more layers perlite, wood fiber or glass fiber, 2 in max. Ply Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or " GAFGLAS Piy 6 ". Surfacing: Grundy industries ' "al M3 Aluminum Roof Coating' a: 1 -1/2 gaVsq. Z. Dark NC incline: 1 Insulation (Optional) One or more layers perlite, wood fiber, glass fiber, isocyanurato, we- ta mp =si per e, ftal pheno rorycn any uratei thickcompcsness. lte, porlite /urethane compooito. woos fiber /isoryaauroto - Ply Sheet Thr,:a c: more layers of Typo G 1 "GAFGLAS Pty 4" or " GAFGLAS Ply 6 - . Surfacing: "Weather Coat Emulsion" at 3 gaVsq. 3 Deck :1C Incline: 1/2 Insulation: One or two layers '"Isotherm R', 4 !n., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt gloss fiber mat sys_om. Class B Deleted. Deck: C-15/32 Incline: 2 II (Optional) Ono or more lcycrs partite. wood fiber glace fiCar, :.scyanuretc. ure- LOOK FOR MARK ON PRODUCT Florida Roof Testing & Inspection SCa i J s. August 23, 2001 Mr. Bill Zebrowski American Quality Roofing 3600 N. Palm Avenue Pembroke Pines, Florida 33124 Mr. Zebrowski; 1500 West Copans Road Pompano Beach, Florida 33064 954 - 975 -9010 305- 888 -7808 RE: Tile Uplift Test 46 NE 92` Street Miami Shores, FL 3138 Permit # u 6 3 FRT Job # 011 -01160 Pursuant, to your request, Florida Roof Testing Services performed uplift testing on the tile roofing at the above address. The roof the is manufactured by the Monier Tile Corp. The roof area is approximately [2900] square feet in area and was, tested at [45] Locations. The tile had been installed using the Foam Set Method. The uplift test consists of placing a Toad test device manufactured by, Chatillon Industries [Model DFIS100] over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure. The gauge readings are indicated in pounds. • Pressure was exerted on the tile until the reading of 35 pounds was obtained. • Visible separation was noted at - zero - test locations at this reading. Attached please find pull test locations results data sheet and roof sketch. • Three [3] pages in total in this report. Florida Roof Testing Services responsibility in this project was specifically uplift testing to a specific limit. No other conclusions or observations are expressed or implied. Florida Roof Testing Services appreciates this opportunity to be of service. If you have any questions or need additional information, please do not hesitate to call... Sincerely, Fled He/04444dt, Frederick Hemandez General Manager . � R. N. Sailappan, P.E. Project Engineer Florida Registration No. 46696 Civil Engineering Florida Roof Testing Services is a Dade County Approved Testing Laboratory Certificate # 98-1214.01 LPITs72;12,0 • Page 2 Tile Uplift Test Report PA 106 July 4, 2001 TILE UPLIFT DATA SHEET SITE TESTED PROJECT NAME: ADDRESS: CITY, STATE, ZIP: TILE INSTALL DATE: MANUFACTURER: ROOF AREA: DATE TESTED: PROJECT #: TEST RESULTS: RESIDENCE 46 NE 92n Street Miami Shores, FL 33138 + 3 DAYS Monier 2900 SQ FT. August 22, 2001 011 -0160 PASS Highlighted, location indicates test failure TEST LOCATIONS 1. Field 2. Field 3. Field 4. Field 5. Field 6. Field 7. Field 8. Field 9. Field 10. Field 11. Field 12. Field 13. Field 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. Field Field Field Feld Field Field Field Field Field Field Field Field Perimeter 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. Perimeter Perimeter Perimeter Perimeter Perimeter Perimeter Perimeter Perimeter Perimeter Comer Comer Comer Comer 40. 41. 42. 43. 44. 45. Comer Comer Comer Comer Comer Comer • Page 3 Tile Uplift Test Report PA 106 July 4, 2001 ROOF DIAGRAM & TEST LOCATIONS — NORTH - ii NOTE: ALL MEASUREMENTS ARE APPROXIMATE 46 NE 92n Street, Miami Shores, FL 33179, Permit # SINN OF FLORIDA, INC. 72R0 S.W. 71 Terrace, Davie, Florida 33317 (Ilroward) (954) 370 5100 (1)atle) (3os) 947-5452 or 945-9743 • FAX (954) 370 moo . .....__ _ . . CERTIFICATE OF CALIBRATION SERVICE tn I NUMBER: al ,r3 7 CAL TAG 10: MAKE/04100171:447144i DATE CALIBRATED: 11:111AL NI IMFIrlt: cALIFIRATION STA 11 in: IIIIM I III : irtip Tlit111:RATI I.:: 7 3 . 1 ' 3 Check Box REFERENCE & CALIBRATION INFORMATION entint/A nom illocEDIJItri: N 1.2 N 1.3 N 1.4 14 N 1.9 CAI Mr/MED WIIIKflJT AD.11151MEN1 CALIBRATED WI 111 AfIll MI MEN t 71 • NEXT CAL DUE: (1 aleepee...„ CALIBRATION STATU5,& SERVICp PERFORMED RD c trot) j ()III or TokEllANCE IN 101 EltANCE Check Box I Check Box = 1 Ai Dlteck 13ox calibtagoil ID poscrIption N.LL t!!bihty No. LITY INFORMATION TS901 - F402 TS1045 1:31096 FL-9327 FL-9427 Approved all nlity Vendor It) 11 Certified By •. - FL Dept. of AgricuIture -"- SIFIVAPA 4.111.4 T .1 A ' 3 :74; • w•;0.6. ...t 10•••40.1■011 And Consumer Services .tr . —.et • - vn. Ronda Roof Teeing & Inspection Services. August 23, 2001 Mr. Bill Zebrowski American Quality Roofing 3600 N. Palm Avenue Pembroke Pines, Florida 33124 Mr. Zebrowski; Pursuant, to your request, Florida Roof Testing Services performed uplift testing on the tile roofing at the above address. The roof tile is manufactured by the Monier Tile Corp. The roof area is approximately [2900] square feet in area and was, tested at [45] Locations. The tile had been installed using the Foam Set Method. The uplift test consists of placing a load test device manufactured by, Chatillon Industries [Model DFIS100] over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure. The gauge readings are indicated in pounds. • Pressure was exerted on the tile until the reading of 35 pounds was obtained. • Visible separation was noted at - zero - test locations at this reading. Attached please find pull test locations results data sheet and roof sketch. • Three [3] pages in total in this report. Florida Roof Testing Services responsibility in this project was specifically uplift testing to a specific limit. No other condusions or observations are expressed or implied. Florida Roof Testing Services appreciates this opportunity to be of service. If you have any questions or need additional information, please do not hesitate in call... Sincerely, fud N04, Frederick Hemandez General Manager 1500 West Copans Road Pompano Beach, Florida 33064 954- 975 -9010 305 -888 -7808 RE: Tile Uplift Test 46 NE 92n Street Miami Shores, FL 33138 Permit # FRT Job # 011 -01160 )AM" ^� �8 R. Sailappan, P.E. 2 Project Engineer Florida Registration No. 46696 Civil Engineering Florida Roof Testing Services is a Dade County Approved Testing Laboratory Certificate # 98- 1214.01 . • S3N1R11 Ri1 OF FLORIDA, INC, min S.W. 71 Terrace, Davie, Florida 33317 (13roward) (954) 370 5700 (Dade) (305) 947-5452 or 945-9743 • FAX (954) 370 81100 • CERTIFICATE OF CALIBRATION SERVICE RFPolt 1 NI 11■AtIE.111 ,f 3 7 MAKEiMODF.,.:44,t D sERIA1 /Y0 - cAlIBRATION STA I 1 lt;: DI /014 rEtinItAillIa:: 730, (:ni ninm Et) Wi1Ifour AD .11151 MEN t CALIBRATED WI I I AD.II MI MEN T REFERENCE & CALIBRATION INFORMATION entirm nom PROCEDURE: N 1 2 N 1.3 N iA N I./ N 1.9 Cillitnatioft ID Uescription N.1,S.T. Traceability No. (.:Fft irtEt) BY: CALIBRATION STATU & SERVICES PERFORMED Root/ C/4 trot)/ Z' 5 /,V/ j Check Box 1 A , check Box ()I 11 of •TrA,F.1/ANcr: IN 01.ERANcF_ i i .gel::.: ! TI•b•motintel N.. Iry a w. ;046.4 end TRACEABILITY INFORMATION Check f3ox Check Box F403 Fos TS982 TS901 F402 Approved Duality Vendor Certified By FL Dept. of Agriculture And Consumer Services CAL TAG ID: DATE CALIBRATED: ()IP 1 NEXT CAL DUE: P., 0. 7.° / FL-9327 FL-9427 TS1045 T51096 SIFP . 41.14% gst.t. :tom. A 1.11..1* log• v. • sN,V, i T l t r A' .tv■ • • Page 2 TILE UPLIFT DATA SHEET SITE TESTED PROJECT NAME: ADDRESS: CITY, STATE, ZIP: TILE INSTALL DATE: MANUFACTURER: ROOF AREA: DATE TESTED: PROJECT #: TEST RESULTS: RESIDENCE 46 NE 92n Street Miami Shores, FL 33138 + 3 DAYS Monier 2900 SQ FT. August 22, 2001 011 -0160 PASS Highlighted locon indicates test failure: TEST LOCATIONS Tile Uplift Test Report PA 106 July 4, 2001 1. Field 2. Field 3. Field 4. Field 5. Field 6. Field 7. Field 8. Field 9. Field 10. Field 11. Field 12. Field 13. Field 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. Field Field Field Field Field Field Field Field Field Field Field Field Perimeter 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. Perimeter Perimeter Perimeter Perimeter Perimeter Perimeter Perimeter Perimeter Perimeter Comer Comer Comer Comer 40. Comer 41. Comer 42. Comer 43. Comer 44. Comer 45. Comer • Page 3 Tile Uplift Test Report PA 106 July 4, 2001 ROOF DIAGRAM & TEST LOCATIONS — NORTH - it NOTE: ALL MEASUREMENTS ARE APPROXIMATE 46 NE 92n Street, Miami Shores, FL 33179, Permit #