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128 NE 94 St (10)LICATION 'OR MIAMI SHORES VILLAGE . d Avenue • Mia►t i Shores, Florida 33138.305- 795 -2204 Date r /770 Job ,/ S f _ . • s `� Tax Folio ' O� Legal Description see/Tenet 5 / U,4 tJ /t f Owner's Address / O N Q 6 r T 5 sIC Pg e 9C- p v 7 6 Contracting Co. / e 2o 7* 7Z-dpi Address Historically Designated: Yes No Master Permit # /o 2- 2/ 5Gti l6 37 Qualifier ri c v I. , ''-" / ' " SS# 4 phone :301-1— ` Y State # CGC °1' [ d ` t�Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 850.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL ING MECHANICAL ROOFING WORK DESCRIPTION: Square Ft. WARNING TO OWNER: YO T REC• '.P A NOTICE 0 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING Application is hereby made to obtain a permit to do work and installation . ' - : . ed above, and on the attached addendum (if applicable).. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: 1 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. Pt2 1, Signature of own iM+M ENCEMEN ERTY (IF YOU OUR NOTICE ISMARI ZAILA MY COMMISSION # CC 856258 .• EXPIRES: July 20, 2003 '. pF :0:$ Bonded Thru Notary Public Underwriters otary o Owner and/or Condo President My Commission Expires Date kt( Date � / Tl et/,cc.J o d \ (O r AND YOUR FAILURE TO DO SO MAY RESULT IN NTEND TO OBTAIN FINANCING, CONSULT WITH COMMENCEMENT.) //7/0 lure of Contractor or Owner uilder Date "'' ISMARI ZAILA "�• ' MY COMMISSION # CC 856258 • € EXPIRES: July 20, 2003 or t „ Bonded Thru Notary Public Unuenwkers btary as to Contractor or Owner Builder My Commission Expires cL Date FEES: PERMIT o 9. Sp RADON C.C.F $' c 40 NOTARY APPROVED: TOTAL DUE 1 ° ° 0 Zoning Building Electrical Mechanical Plumbing Structural Engineer 01/24/2002 01:33 3052626626 G 5 SOUTH f PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA). Inc. 6801 NW 77th Ave. Miami ,FL 33166 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: ¢0- OAz2.o7 EXPIRES: 12J16120(f2 THIS IS THE COvERStiEgi : ! ► • • . e :.. COND(TION5 JSUILDING COQE Sd PROIOUcT EVJLW COMMITR'EE A. PP1tO V E D: 11 /22/2001) %04S000 I \Dr2000 \ \tamafarntratCe Kcaotenra caw Dm/0.41ot Internet mull address: p04(master @0111(dingeedeonune tom MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MC1'RO•DADC FLAGLER BUILDING Ia0 u'cs r FLAGLER SUM( I'. St,: ro tAU) MIAMI. FLORIDA 3)1)0.1163 (101)3 fAX (101) 373.290* CONT ACI'Olt I NPONCSMI.N' OIVISIO' 003) )73.3066 FAX 0031 371.2VOd Your application for Notice of Acceptance (NOA) of: Altu>:u "S" Clay Roof Tile under Chapter 8 c :he 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 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 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 by BCCO that this product or material fails to meet the requirements or the South Florida Building Code. " Raul Rodriguez Chief Product Control Division 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 Miantt -Dade County, F'orica under tte conditions forth above. CONI )(ACTOR LICIN11NG ttl:C,'IU"' ()01. 17$.2329 I'AX 00)373.255d rid; twos' CONTROL UI1'tStO (303) 373.2902 FA (303) )32.3)9 ' L.a�ku y td fran:isco 1. Quintana. R.A Dire :tor Mia ti -Dade County Ouil tins Codc Comp innee Office 6 Homepage' http:I'w •dw.buildlnotodeonline.eom PAGE 01 set , 01/24/2002 01:33 3052626628 Clip ALMAR (USA), PIC. ACCEPTANCE No.: 0 0 -Age .07 APPROVED: November 22. 200 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE This revises a roofing system using 'Altura One Piece S' Clay Roof Tile, es manufactured AJrnar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, Os determined by applicable Building Code does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as moment based system. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION Mntoufectured by Applicant Altusa Ono Piece 'S' Tile Trim Pieces 030 Felt Product Dimensions 113 ' /," W e 10.5" A" thick nominal 3.25" high 1 vanes w varies varying thickness 1 ®6" d 0,125" Dimansiotts N/A Teat Snacifieotion2 2.1 Components or products manufactured by others G S SOUTH PAGE 02 Product • Daeerit9ttt161 PA 112 High profile clay roof file For direct dock or batten nail-on, mortar set or adhesive set applications. PA 112 Accessory vim, clay roof pieces for use at hips, rakes. ridosa and valley terrninatioars. Manufactured for each tile profile PA 114 Tile clip Test Sn dV f ASTM D 226 type 11 2 Product Peacriotion Saturated organic felt to be used as a nailed anchor shoot. Manutfactta,r generic Prank Zuloegst, RRC Rooting Product Control Erernincr , 01/24/2002 01:33 3052626628 ALMAR (USA), [NC. Ittogasdi Mimiani 043 Coated Ron Sheet Mineral Surface Cap Sheet Wood Batten Tile Nsilo Tile Serowe Roof Tile Mortar ( "TilcTitcr`° ") Quickcrete Roof Tile Mortar Roof Tilt Adhesive (" Polypro® A H 160 ") .,ri. :\! Ji9TICE OF ACCEPTANCE: N/A N/A naigal min. 1'1(4" bAda�atgl min. 1" x 4" for use with vertical battens Of min. 1" x 2" for use alone Min. 10d x 3" bti x 2 V," lend 0.335" head die 0131" shank dia. 0.175" actrew tiveed diameter N/A N/A N/A • 'Pent figuiraggiga PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 Sec PCA 3 G 5 SOUTH ACCEPTANCE No.: 00 - 0022,07 APPROVED: November 22. 200Q EXPIRES: December 16. 209Z SJ NDARD CQNDITION5 ASTM 11 2626 Saturated and coated organic base shoat for single or double ply undorlaysmeat. ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Wood Preservors Soli pressure treated of Institute LP - 2 decay realltant lumber battens Product cooties► Mneufatturec Corrosion resistant, smooth, ocrew or annular ring shank nail. Corrosion resistant coated. square drive. galvanized. coarse thread wood ccrew Prepared mortar mix designed for mortar set roof tile applicntionn. Prepared mortar mix designed for mortar Set roof the applications. Two component polyurethane adhesive dosignod for adhesive let rooftil generic genenc generic generic dcncric Bermuda Roof Company, Inc (with current NOA) Quicktretc Mortar (with current NOA) Polyfoam Prcduc:s, Inc. with cu NOA) Frank Zuloogo. 6111C Rooting Product Control Examiner PAGE 05 , 01/24/2002 01:33 3052626628 ALMAR (USA), INC. ACCEPTANCE No. 00 -O$ 07 APPROVED: Vsuggiberil ;000 EXPIRES: Risgmhz1Laja NOTICE OF ACCEPTANCE; STANDARD CONDITIONS Product Tile -Bond 3. LIMITATIONS Toot 1111 &radia l= Factory premixed canisters 4 G S SOUTH Product Pessrintlug See PCA Single component polyurethane foam roof the adhesive Mogul= = Flexible Products (with curies NOA) 3.1 Fire classification is not part of this acceptance 3.2 For mortar or adhesive set tile applications, a static field uplift teat shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Mlami -Dada County Certified Laboratory to perform quarterly teat in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum undcrlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof dope unless stated otherwise by the undorlayment material manufncturerz published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 3.7 May be installed on elopes 7:12 and greater. 4. LNSTALLATION 4.1 Almar 'Musa One Piece S' Clay Roof Tile and its components shall be inotalled in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. Zulu. RAC Roo(iini Product Control 2 tr miner PAGE 06 Table 3: Attachment Resistance Expressed as s Moment - M, (ft -Ibf) for Nall -On Sytatdms Tile Profile Fastener Type Direct Dock (min 16132" plywood) Direct Deck (min. 19132" plywood) Battens Ono Place '6' Tile 2.1Q0 Ring Shank Nalie 20.6 41.2 19.4 1 -10d Smooth or Screw Shank Nall 5.1 0.8 2.8 2.10d Smooth or Screw Shenk Neils 8.9 9.2 7.3 1 .Id8 Screw 26.7 20 7 N/A 2 .98 Screws 68.2 36.2 26.8 1 -10d Smooth or Screw Shenk Noll (Field Cli 23.1 23.1 19.0 , 1 -10d Smooth or Screw Shenk Neil (Eeve Clip) 29.3 27.9 20.3 27.8 24.0 38.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nolla Eave CIi• 98.1 90.1 �~ 41.9 2 -10d Ring Shank a Is 39.1 40.1 45,2 1 Screw with Attest) Clip oce •' One Noce l3 Tllo' 1 Screw with slip T 187.1 I 187.1 1 I IL N/A 1 Screw must be Inntellodin the Inside nen +mi. located nearest to the hump of tho tHo. Table 2: Restoring) Momenta due to Gravity - ki (ft - Ibf TII® Profile 3 ":12" or asa 4 S":12" I Ducat Dock 11":12" Battens " direct D ock 7 ":12" greater Battens or Direct Dark ' 4.613 One Place 'S' Tile Batton Direct Deck Battens Olrect iettene Deck 1 4.07 515 4.00 6.27 l 4.31 11.10 4 .20 6.03 4 $ 01/24/2002 01:33 3052626628 ALMAR (USA), INC. G S SOUTH PAGE 04 ACCEPTANCE No.: 00- 0622,07 APPROVED: ,November 22.2000 EXPIRES: pccember 16.2002 O STANDARD CONDmOr 4.2 Data For Attachment Calculations 18(r 5 Fr • Eulasp, ARC Roofing Product Control Examiner '': :! cl. • t'i Table 1: Aerodynamic f futtiplkkra - X (ft") I ( T113 1l (f�) a (&) i Profile Batten Ap:- IlcatIon Dirmot Deck A • • llcatIon I One Piece 'S' The 0.253 0.274 01/24/2002 01:33 3052626628 ALMAR (USA), INC. G S SOUTH PAGE 04 ACCEPTANCE No.: 00- 0622,07 APPROVED: ,November 22.2000 EXPIRES: pccember 16.2002 O STANDARD CONDmOr 4.2 Data For Attachment Calculations 18(r 5 Fr • Eulasp, ARC Roofing Product Control Examiner '': :! cl. • t'i Tabla 4A: Attachment Resistance Expressed as a Moment - M, (t7 -Ibf) for Single Patty Adhesive Sot Systems Tile Profit() Tito Application Mtnlerlum Attachment Resistance Ono Pima 't$' Tile r- •-- •----- Polyfoam PolyPre 66.5' Polyfoam Po yProR' 98.7' 4 Lorne paddy placement of etpromo of Polypro'". 5 Medium paddy p:ocomoit or 24grome of PoiyPro Table 4: Attachment Rooietance Expressed ms a (foment M, (ft•Ib4) for Two Potty Adhesive Sot Systems Tito Profile I Tile Application _ Minimum Attachment Resistance Ono Piece 'S TIl® Adh®elve 213.3" t;oo manuieoturoa cam anent apDfoval for metellotlon requirements s Floxlaldisroducts Company Tdo3ond Avorag* weight PE potty 10.7 grome. Polyfoam Product, Ina. Averopo weight per patty II grams, Tomb 40: Attachment Roolctance Exprrseged ea a Moment - M -IbP) for Mortar Sot Syotoma Tito Profile Pilo Application Attachment Reoistance Ono Piece 'S' Tao mortar bet' 24 CO 39tid ALMAR (USA), INC. 5. IAA % }MING All tiles, shall beer the imprint or identifiable marling of the manufacturer, name, logo, or following statement: "Miami - Dade County Product Control Approved ". 6. JUIIL.D[NG PERMIT r. ► Q1,'17I3EAENTS 6.II Application fot building permit shell be accompanied by copies of the following' 6. E l This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS HifOS S 9 6 ACCEPTANCE No. : 00.082Z,O7 APPROVED: November 22, 2000 EXPIRES: December 16, 2002 Fronk 2uloano. RAC Roofing Product Control Examiner 8Z99Z9ZS2E EE :IO L00Z /DL /I0 01/24/2002 01:33 3052626628 ALMAR. (USA), INC. APPROVED: Ngyetmbelr 22. poll EXPf f.S: PRceribee 16. 10Q2 NOTICE OF ACCEPTANCE; STANOAIV CQtl DITION§ 10 - v 2' PROFILE DRAWINGS ONE PIECE'S' CLAY Roos TILE 7 G S SOUTH ACCEPTANCE No. : 00.0822,Q1 ...rli." Frank r uloaLlo. RAC Roofing Product Control Examiner ' ?n PAGE 07 01/24/2002 01:33 3052626628 ALMAR (USA), INC. ACCEPTANCE No.: Q0- 0322.07 APPROVED: NOvontber 22.2000 EXPIRES: December 16_ 2002 NOfC J QF ACCM NG STAN DARD COIVDNTIONS CLIP DETAIL 8 G S SOUTH PAGE 08 U1/24/2002. 01:33 3052626628 G S SOUTH PAGE 09 ,t LMAR (USA), INC. ACCEPTANCE No.: 90- Q022.07 APPROVED: November 22. 004 EXPIRIS: peccmber t 6, 2QQ2 plOTICE OF ACCEPTANCE: STANDARD CONDITION Renewal of this Acceptance (approval) shall be considered after a reaewel application had bccn filed and the criginal submitted documenu, including test - supposing data, engineering documents, am no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement. "Miaml -Dade County Product Control Approval". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance wit; not be considered if a. There has boat a change m the South Florida Idwlding 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 :he 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 practicutg the engineering profession Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically bo cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate ) and granted by this office 5. Any of the following shall also be grounds for remove; of thia Acceptance; a. Unsatisfactory performance of this product cr 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 bo displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall he done in its entirety. 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 of its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies Failure to comply with any section of this Acceptance shall be cause for termination and removes of Acceptance. 9 This Notice of Acceptance conta;ns pages 1 through 9 END OP THIS ACCEPTAN 9 Frank Eulonga. ARC Roofing Product Control Examiner yJ11 i:l i,l(' • • • ••• • • APPENDIX "F "REQUIRED OWNERS NEflIff:CA R)R•RiOtAllgIG 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 o ; peg with od to explain to the owner the content of this form. The provisions of Chapter•34 (Mild WO I ids Building Code (SFBC) govern the minimum requirements and standards of the rulustri tor: roo&ini. ystein 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. . i y t 't ,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 „eighboring 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. X 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. X d 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 scu pers 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 • • • • • • • 000 •• •• . ••• .• •• • • • • • • • 000 • • • 1 1 • • • • • • • • • • • • • • • 000 5104 APPENDIX "F'%, t o ate Contractor's Signature • • • •.. • • • • • .. • • • • • • • • • • • / ( C; 44 :: • • I ? �: . • Contractor's Name: S / •�je Ald b dress: - . ... ROOF CAt1 O31Y :•. . • . • • ❑ (Low Slope Application) ❑ (Nail -On Tile„) • . • • „ • •. • ,k r- Adhesive Set Tile) ) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof XRe roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft .; Sloped Roof Area (ft /5 6 Total (ft') i i 5Z cl Master Permit No. Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): Ft. v Ft. A v A Deck type: 12 ROO /SLOP ATTACHMENT Fastener ype: SPACING Fie d: Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) M SHO‘ZSS Metal Flashing at LA ROOF PLAN 123.01 -78 5/00 Appeniiix. 0:• .•. :. .: °:• UNIFORM ROOFING',1!ER3VIIi AcP ?IrIt4TON • • ... . • • • ••• PROCESS No. Page -1 . r. Appegdix;'E.; • . ••. UNIFORM ROOFING *EIIMIT A • PZ7CATION • • • ••• • • • • • • • • • • • • • • • PROCESS No. • • • • • • • • • • • • Ridge V gtilation? I IV Deck type: /2 � MEAN HEIGHT ' 3 • • •• •• zUnderlayment: � 0 �f ST/`> • �• • • • • • • • • •• • • Ltsulation:I g ( 12" 2_ ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION • • ••• . . •••• •• • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • ••• Fastener type & spacing: Cap Sheet: Roof Coverin • • • • • • • • • • • • • ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: 9 • I X X (Aerodynamic Multiplier): X21 �/ ') - M8: s i = M ' • "7$ PCA: ‘ ‘. -r rl (Pmax2: 6- rX a (Aerodynamic Multiplier): - 2 7 ) - M 8 :`- 2 Y= M r2 : 2 1- Z PCA: (Pmax3: _ n. (Aerodynamic Multiplier): • 77(7/ ) - M : 3: 2y = 1v1 : �l . Z (� • i g r3 PCA: Page -2 06/04/01 MON 09:39 FAX 954 578 1042 POLYFOAM PRODUCTS.INC. • .MI ACCEPTANCE NO.: 01- 040:1.01 EXPIRES: 02[04/2 0 03 APPROVED: 05/10/2001 . ••• . ••• • 00 00 • • • • • • • • ••• • • '•• ••• MIAMI -DADS COUNTY. FLORIDA 'IETRO -BADE FLAGLER BUILDING • o • • ' • • • 4U1 �1 • • ' • • • • • CODE COMPLIANCE OFFICE • • • • • • • • • • • • • • • • • • Mr;rRO_I), \DI: rl.i\(il.fiR BUILDING o ••• ••• • WIGS FLAGLER S'rREET,stlITIE 1603 PRODUCT CONTROL NOTICE OF A CF n IANI .. - MIAMI. FI.( 33130.1563 Polyfoam Products, Inc. • oNTRra icENsiNC: �F:c-rlcnv 2400 Spring- Stucbncr Road • • c AcR I • • • • • • • • • • •• • (305) 375 - 2527 FAX (305) 375 -255X Spring ,TX 77383 -1132 CONTRACTOR ENFQI CKAIENT DI\ INION (305) 375.2966 1 AX (3U5) 375 -2903 1'RODIICI. CONTROL. D11'ISION Your application for Notice of Acceptance (NOA) or: ( 375-72902 FAX (305) 372.6339 TWO Component_ Polyurethcne Foam Tile Adhesive 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 NOA shall not be valid alter the expiration date stated below. BCCO 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, 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 by 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. 7 Raul Rodriguez Chief' Product Control Division THIS IS THE COVERSFIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL, CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the 13CCO and approved by the 13uildine Code and Product Review Committee to be used in Miami -Dade County, Florida t the conditions set forth above. Francisco .1. Quintana, R.A. Director Miami -Dade County Building Code Compliance Offlcc 11 a 01 S 00011 pc20001 \cemplaces \notice acceptance cover page.doc Internet mail address: postmasterObuildingcodennlinc .com Flonlepagc: http:II www.buildingcodennlinc.com 1 002 06/04/01 MON 09 :39 FAX 954 578 1042 POLYFOAM PRODUCTS,INC. Polyfoam Products, Inc. ROOFING ASSEMBLY APPROVAL :•: Catcanrv: • • Roofing ••• Sub - Category: Roof Tile Adhesive Materials: Polyurethane 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Eoampro® RTf 1000 N/A ProPack® 30 & 100 TI n I rl sn.L_ _Md._4L1 Dimensions NIA 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM f) 2126 Stability • • ... . . . I. • • • ... . . . • ACCtPTA NCE No.: 01- 0404.01 .. • •. • • • •. • • • • • • • • ..s •• • • . •• •Etpit".ttion Date: February 04, 2003 • • • • • • • . • • • • • • • • • . • • • . • • • • • ••• ••• • Test Specifications PA 101 Approval Date: Mav I0, 2001 • 1. SCOPE This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code. does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro© AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems Product Dcsc ri ption Two component polyurethane Dispensing Equipment N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly havin`_ a current NOA which list uplift resistance values with the use of Polypro AI 1 160 roof tilt adhesive. Results 1.6 lbs. /ft.' 18 PS1 Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsiFt 3. I Perm / Inch +0.07% Volume Change u. - 40o P.. 2 %Mee +6.0% Volume Chance n I tumidity, 2 woks Drank /_uloaga, RRC Product Control Examiner 11003 06/04/01 MON 09:40 FAX 954 578 1042 POLYFOAM PRODUCTS.INC. Polyfoam Products, Inc. ACCEPTANCE No.: 01 0404.01 Note: . The physical properties listed abovi ace pWresrnte as ti icrl P #erzge values as determined by accepted ASTM test methods and ai sub ect ta; pgrmal man:A aduring variation. 3. LIMITATIONS e e t1 3 .1 Fire classification is not part o this . cc±p #aace Refe to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. _W F' = 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A1-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only 4.7 Polypro® AH160 shall not be exposed permanently to sunli 3 MS Frank Zuloaga, R.RC Product Control Examiner 17J 004 06/04/01 MON 09:40 FAX 954 578 1042 POLYFOAM PRODUCTS. INC. • • ••• • • • ••• .. • • • • • • • • • • • • • • • • • • • • • • • Polvfoam Products, Inc. • • • • • • ••• • •AtCEP't$LNCE No.: 01- 0404.01 4.8 Tiles must be adhered in freshly ad'he'sive :T41e;tr4�st°lie set within 2 to 3 minutes after Polypro® AH16a has dUpeds d. ••• t • • 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Eackgeneriatiloin rgegiires the specific placement noted herein. • • • 4 • • Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Placement Detail fl2 #3 Single Paddy Weight Min. (grams) 35 17 /sidc on cap and 34 /pan 74 Two Paddy Weight per paddy Min. (grams) l: l t! 1 N/A N/A N/A 8 Table 1: Adhesive Placerrient For Each Generic Tile Profile TilcProfile 5. LABELING All Polypro® AHI60 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner Z005 06/04/01 MON 09:40 FAX 954 578 1042 !'olyfoam Products, inc. POLYFOAM PRODUCTS, INC. • ••• • • • • .. .... • .....• • . • • • • • • • .... • • • • ••• • •ACCEP'T'ANCE No. : 01- 0404.01 ADHESIVEhLitcEMI•N Dt'PA :L:l•.' sitvbr LPA1 Y' • ••• 1) Mace enough adhesive to achieve 1? to 22 Optional he s for Wars lams In tamed rlth the pan the Itc" p4ch appUratbno 2) Urn covers upside deem. Place adhesive 1/11n. To 1 la From outside edge of Cove tdo. Then Install Me Ih Tt `' �'' eaae end of 7.1 by portion \ •� �� C the lave / tours cow We. Oan a 10 Wand can,. en . �I� pan and cow pan had over cos are \ awa et uv.re.., Em down Weepho4 Fatale Bo r' )maw shorn) Ned through ptsndc went OFWnaI panlap Mow en longitudinal edges of his Sheathing 5 Frank Zuloaga, RRC Product Control Examiner Z006 06/04/01 MON 09:41 FAX 954 578 1042 Polyfoam Products, Inc. TI 0.1 MA 'Q1. MO! i0 POLYFOAM PRODUCTS, INC. = ACCEPT - ANCE No.: 0i-040 ADHESIVE ' ACEMEN'3' D D ETAIL2 SI;VEL E PAY TY - - - Nail through plastic cement Fascia Weepnde Eave closure Drip edge 6 Frank Zuloaga, RRC Product Control Examiner 0CA 0 4 M.Vn 11n I'.r Z007 06/04/01 MON 09:41 FAX 954 578 1042 POLYFOAM PRODUCTS,INC. Polyfoam Products, Inc. • • • • • • • • • • • •• •• ♦ . .. . • .• • .. . •• • • • . • • ••• • • • ••• • AC CEPTANCE No. : 01- 0404.01 ADHESIVE l L k ▪ lYbEiVf DEJ'tIL 3 • •• D nJtLS.PA T�•• • : •• • • • • • • • Nall through plastic cement • iIn. rain. Single paddy an under- laymen! Single paddy on top of We Singe paddy under We Paddy • • • • (between tile). • • Paddy (under tile) Eave course in X 7 in. medium size paddy eave Fascb course only 7 • • • 0 •• • • 008 Nail through plastic cement J' 4in.rJln. Single / paddy II on undereaymenl � Single paddy on top of tile Eave Course 41n Undedaymenl 1 Single paddy under the Single paddy on top of ilia live Course Single paddy between the Eave Closure 2 In. r 7 In. medium size paddy eave course only Fascia tial !Igo* wasaic cement Single paddy under tile Single paddy between tile • 2in. slim medium size paddy eave NC4;11° course only � 31n. zc 31n. 41n. Single p o \� v under - n laymen! Funk Zuloaga, RRC , Product Control Examiner Fascia Weephole Eave closure Drip edge 06/04/01 MON 09:41 FAX 954 578 1042 PoIvfoam -Products Inc • POLYFOAM PRODUCTS, INC. . ••• • • • ••• • • • • .. .. • • •• • • • • • ; • • • • • • • • • ••• • • ACCEI'fANCE No.: 01- 0404.01 • ••• • • • ••• •• • • 1. Renewal of this Acceptance (approvals stall:be cogs'idered:aftcr rrepcwal application has been filed and the original submitted documents,inclutaAg tes't'supporting data, engineering documents, arc no older than eight (8) years. 7 •. •.• � Any and all approved products shall be °•c • • . • state, and the following statement: "M'�c�� 13bdlc with thc manufacturer's name, city, specifically stated in thc specific conditions of this 4Acccptanc •1•rdtlf►ct Control Approval ", or as 3. Renewals of Acceptance will not bc considered if: a. There has bccn a change in the South Florida Building Code affecting the evaluation of this product and thc product is not in compliance with thc code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If thc Acccptancc 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 thc materials, use, and/or manufacture of thc 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 thc following shall also be grounds for rcmoval of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advcrtising or any other purposes. 6. Thc Noticc of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advcrtising litcraturc. If any portion of the Noticc of Acceptance is displayed, then it shall be done in its entirety. 7 . A copy of this Acceptance as well as approvcd drawings and other documents, Ivherc it applies, shall bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at the job sitc at all time. Thc engincer neat not reseal the copies. 8. Failure to comply with any scction of this Acccptancc shall bc cause for termination and removal of Acceptancc. 9. This Noticc of Acccptancc consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, 'MC Product Control Examiner 1j009 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 building Permit Permit Number: BP2002 -123 Printed: 1/25/2002 Page 1 of 1 M Applicant: ILONA MAKOVI I Owner: MAKOVI ILONA Contractor MIS CORPORATION Address: 10221 SW 16 ST Local Phone: 305 - 553 -9476 Cellular: N) Parcel # 1132060132980 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 10 -11 -12 BLK 22 LOT SIZE C Job Address: 128 NE 94 ST Fees: Description Amount FEE2002 -387 Building Fee $207.50 Total Fees: $512.90 C O FEE2002 -388 FEE2002 -389 CCF $5.40 Total Receipts: $512.90 Buildier's Bond $300.00 Total Fees: $512.90 Permit Status: Approved Permit Expiration: 7/17/2002 Construction Value: $8,300.00 Work: REPLACE EXISTING TILE ROOF & REPLACE WITH NEW ALTUSA TILE ROOF COLORTHRU , I COLOR If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct 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: (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. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Des Build CCF Build Tota roved Permit Ex ISTING TILE ROO age a-Ecessib aid in advance Fees: "ratio & REP ar: s: 10221 S ion: MIAMI S Amount $207.50 $5.40 $300.0 /2002 Co CE WITH NEW for ction Value: , SA TILE ROOF j 6c9c(9 b gal De cri iption g Fee er's Bond 16 0 S SEC 1 AMD 0.00 Printed: 1/23/2002 Applicant: ILONA Owner: MAKOVI Contractor MIS CORPORATION Local Phone: 305 - 553 - 9476 Parcel # 1132060132980 Job Address: 128 NE 94 ST Fees: FEE2002 -387 FEE2002 -388 FEE2002 -389 Permit Status: Ap Work: REPLACE If there is no permit pa fee is $50.00, which must be Signed: fore call MAK ONA Addre Cell This Permit is granted to the contractor or builder named above to construct the tiding or to install the equipment or devic ordinances pertaining thereto and with the understanding that the work will be perfo med in compliance with any plans, drawir and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliar authorization. A further condition upon which this permit is' granted is the understanding that the contractor or builder named ordinances and regulations pertaining to the work coved hereby whether shown on the plans or drawings or in the stateme by his agents, servants or employe (INSPECTOR) Building P'rmit Permit Number: BP '1112-123 ther inspection. BY: ere will be n In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acc myself, my agent, servants or employes. ')") \D Page 1 of 1 B 10 -70 LOTS 10 -11 -12 BLK 22 LOT SIZE Total Fees: $512.90 Total Receipts: $0.00 (Contractor or Builder) BY: II to the done 3nformity zither Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Building Permit Permit Number: BP2002 -123 Printed: 1/23/2002 Page 1 of 1 Applicant: ILONA Owner: MAKOVI MAKOVI ILONA f Contractor MIS CORPORATION Address: 10221 SW 16 ST Local Phone: 305 - 553 - 9476 Cellular: Parcel # 1132060132980 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 10 -11 -12 BLK 22 LOT SIZE Job Address: 128 NE 94 ST Fees: Description Amount FEE2002 -387 Building Fee $207.50 FEE2002 -388 CCF $5.40 FEE2002 -389 Buildier's Bond $300.00 Total Fees: $512.90 Permit Status: Approved Permit Expiration: 7/17/2002 Construction Value: $8,300.00 Work: REPLACE EXISTING TILE ROOF & REPLACE WITH NEW ALTUSA TILE ROOF If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct 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 tl}e 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: (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. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Total Fees: $512.90 Total Receipts: $0.00 ,': 7i;.' f 0 .'I1 /,` 7,/fl2I OTL. HEREBY 'SPECIFIES THE WORK TO BE DONE: ,1 s . Remove existing roof. "`a/Clean complete roof to a workable surface. (Replace rotted wood up to 100 lineal ft. at no charge.. (See attaches.. list) •;' ; " o Apply ,inch(s) of insults on. ) " Place a #30 with tin caps. '0 Place a #43 with tin caps. o Place a #75 with tin caps. At Place a #90 with hot tar. G a #15 fiberglass with hot tar ( layers). _Place t lOnstall new drip edges, 28 gauge, galvanized. o Place modified bitumen with hot tar. o Place modified butimen torch. O Place a Fiberglass Cap Sheet with plies hot mopped (brand 0 Paint with aluminum, fiber, emulsion. ❑ Place asphalt fiberglass mildew resistant shingles ( color). Pl;Place customer tile choice (brand / /V5 j "5.: ). _ V.Years of guarantee on labor 7P Additional ■ comments j . ; r , Square ft. ) CJ Total Cost 3__ -•-34 o ' o u Contract deposit % % Initial Payment $ ;. Balance due upon completion $ '„ • DATE: 0 %v61 viii+.rrr Tel 305 - 553-94760 Fax 305 - Z•2O.6192 Client's Name and Address r REPRESENTATIVE SIGNATURE /) � t (/'/ i ROOFING CONTRACTORS 10221 S.W. 16 Street Miami, Fl 33165 Job site location ACCEPTED ON: CGC 004758 v 1\1V ri►uvr / 215' 1 /t/ ? t ' / 44 57 / • " OWNER OR AGENT SIGNATURE • Notes: 1. All debris remaining will de disposed of by MIS Corpotation leaving the job site clean. 2. All work will be done according to the manufactures recommendation and the South Florida Building Code. 3. The guarantee of this roof DOES NOT cover Teaks due to abuse, vandalism, lightning, hurricane, tornado, hail storm, or other climate phenomena. 4. All testings required by county are not included in this proposal. ❑ Uplift ❑ Asbestus D Other • , The undersigned accepts the above job at the price quoted and agrees to_ pay for said work promptly upon completion of same as herein spepified. If any sums due are collected by suit or demand of in attorrtey or'collection agency then the undersigned agrees to pay all hosts, Including assumable attorneys' fees for collection. ABOVE PRICES, SPECIFICATIONS AND CONDITIONS" 6 , ' •HEFIEBY ACCEPTED. .i •,. f ,. Estimated Total cost of improvements $ Disapproved (Signed) Building nspector MIAMI SHORES VILLAGE . BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores'Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date October 1st, 1963 , 19 Owner's Name and Address Jack Moore No 128 Street N. E. 94th St,, Registered Architect and /or Engineer • Name and addre of licensed contractor Lang Roofing & Tile Company, Inc., 430 N. W. 79th St., M4 ami Fla. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 128 N. E. 94th St., Miami Shores, Fla State work to be done and purpose of building (by floors) 3 - sq. 4 — ply gravel addition to residence, 8 -- sq, red barrel tile roofing, addition also, and for no other purpose. New Building X Remodeling Additions X Repairs No. of Stories To be constructed of Kind of foundation Roof coverin ._.4-ply_.. and 500,00 Amount of Permit $ 5,00 red barrel tile Zone cubage required Plan Cubage Distance to next nearest building..__ __Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, 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 o: he site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such bcontractor, 'n work to be perfor d nder this permit, as are licensed by Miami Shores Village. ; Remarks df+./ � ��!� ' ' (Signed) __ � � �� i•- STATE OF FLORIDA, Jos J A. Martin, Vice President, COUNTY OF DADE. $ ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Notary Public, State of Florida 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 e true. Permit No Date... / Read, Sworn to and Subscribed before me. My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 81.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT N° 9686 ROOFING C ❑ Owner of Building n' 4 - ! ew Architect Contractor , or Builder , - -> Legal Lot Description Bl Address of n i' Building a CONTRACTOR or BUILDER Work to be performed under this Permit Date 19 Contractor's License No. J Y / Subdi- vision Sq. Ft. Value of I I Amount of l l ` Project $ II 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. ? ck' Signed• - A = (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. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. i BY AUTHORITY • Date _3 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant T S T ✓, Al A t 0 V Master Permit # Owner's Address Contracting Co. 7c2 6 L 2/(1-4.1t-60 , Address y2o .. / 8 - /-4.4-, / 33/29. Qualifier (o e 2-4.744-ro0 2,-I SS# Phone F56, - 6 C 23 State # .G 00 356 Municipal # Competency # Ins. Co. Architect/Engineer .i Address Bonding Company Address Mortgagor Address Permit Type (cieclle one): ILIR LIIDIING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION � - c p C a2.44 a CL-09-7 ( F . Square Ft. q Ors . WARNING TO OWNEI'.: YOU MUST ": ECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named c•, tractor to do the ork stated. PE 9'R MIT APPLICATION FOR MIAMI SHORES VILLAGE Not. J • Owner and/ My Commission Expires: A k!'C4'..f;.. P i b I S:k\TC 1 \T CO .1 :1 .:;3SI N Signature of owner and/or Condo President Job Address / 2 8 A/67 f Tax Folio S rdcee- - - 1t/ . f/.I.o a.PO - Phone 6, 8 i -95 R 3 c Condo President Date Date FEES: PERMIT 1Y RADON C.C.F. Estimated Cost (value) 4 ,/ 800 . Signature Contractor or Owner- Builder Notar}y'as to8phtractor or Owner- Builder My Commission Expires: OFFICIAL NOTARY SEAL j ANGELA MARIA MANCINI NOMAIIY PUBLIC STP.,TE OF FL4 IIDA COMMISSION NO. CC3763E14 MY COMMISSION EXP. RQAY 30,153 y NOTARY TOTAL DUE P, .3-6 Date 2 'Y6 . Date APPROVED: I.� I Buildin ) Electrical Plumbing Engineering Job Address: / Al ° t t0 J Contractor 6 p Process No. GENERAL: Type of Roof System Assembly to be Applied: P- Manufacturer of Roof System Assembly: aA F . Product Control Approval Number: (.0 .3 3 0 _06 System Number from Product Control Approval: 9 O 2 3 o . 0(c., (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 12101-168 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Ply Sheet(s): . Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: / 2Q Contractor ktif e-o24 Process No. (Check of the following) Recover Re-roof: ✓ New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: Y N (If yes, attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe) Insulation: ( Type, size and method of attachment, if applicable ) ( Type and method of attachment ) / 1 2 t.•4 LQJ 3/8 Base Sheet or Ply: . "-s . Y F ti, af (, tvi �. ( 1/4 w mm C.ne 3L e 64 r PY 11 Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 Y N N 4 / 2 ? A-) e- Contractor e 2) Process No. AS-he? a 3i Z Pe_ izzla Top Ply: ( Type and method of attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) � - r ah-45r 7 6 31z -7 Pe. 4A 37(3 .1,4.1 AhlAses Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: / 28 to Contractor ae_ ?il n,60?) Process No. inches inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Top Ply: 14 CZ e.(7 6 Bonding Material: /k1 3 t ) Ply Sheet(s): . 2. AF Ir,— tires t,`4 Bonding Material (. -) rv115• '3 t Z— Fastener: t A / d.•) OA 6iS Surfacing: (briefly dueribo. V*cliaabb) (Oast sheer meets amehed Base Sheet: Bonding Material: (t'bare sheet bonded ) Fastener: (if eop insulation layer mech. attached) Top Insulation Layer: (If applicable ) ..... Bonding Meri al: (rf rap "uu lano at n layer bonded ) Fastener: (if uuu/cnon notch , ar:ached) Insulation: lvl/) • 'J /A Bonding Material: (if inro/onon bonded ) � Vapor Retard (t/gppGeable ) Primer. ( if oppheoble) Built -Up Applications and Modified Bitumcn Systems Page -4 - :5 R sJip n • PECK: Type: i (. Y 1 ( Gage or Thickness: .5/2 Density. ((concrete deck: Job Address: /29 Q € QY L r Contractor_ be a Process No. Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: PERIMETER DETAIL #1: Parapet Wall Detail 1 Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Componad names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking atlarhment. PERIMETER DETAIL #2: Flashing Detail �ytia'n tl fs.r Built -Up Applications and Modified Bitumen Systems Page -5 Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment d • Job Address: /2? 4) 9yI Contractor Silt' e) Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaden indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: A\ \IZf1I Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: /2 iJ� 99 , " , Contractor x„4 Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaden indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: /Z1 iC 5 e/ Contractor •e &ni,Di Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N/A") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on Vo of Openings: GROUND LEVEL 0 feet feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 0-o T Cnon_ — _ o 312_ _ • Job Address: la ale- 5 Contractor 6Z `74 MO Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) 0 5 AY 0 BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Process No. Job Address: Contractor Process No. — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Y N Notes: Built -Up Applications and Modified Bitumen Systems Page -10 Job Address: Contractor Process No. Reviewed Field Test Data ?: Y N Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner MSTttoDADE METROPOLITAN DADE COUNTY, FLORIDA MET11O.DAOE FLAGLEf BUILDING UUILUINO CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO•UAOE FLAGIER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.159 (305) 376.29oI PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (ao5) are -loos GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or niaterial at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. • ACCEPTANCE NO.: 95- 0330.06 EXPIRES: NOV 1 (1 1997 ul Rodriguez Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade Coin lorida under the conditions set forth above. APPROVED: MAY 0 4 1995 arles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Insulation Types: Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -75 psf Concrete -24,8 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Material Classification Product Control No.: 95- 0330.06 Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. 3 Raul Rodriguez Product Ruberoid® Torch Smooth • Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 1 sq. roll 87 lbs. )/4 sq. roll 93 Ib. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Test Specification Product Control No.: 95- 0330.06 Product Description ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min al gr u 4 Rail Rodriguez Product GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks. GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated GAFGLAS Ply 6® GAFGLAS Ply 4 • P,A�GL.A 13? f . Mineral Syrfaped $ np Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoat® ffmulsion GAF Materials Corporation Jetblak All Weather Plastic Cement Dimensions 3'x36" 69 Ib. roll 3'x180' 45 Ib. roll 3' x 180' 40 Ib. roll 3' x 108' 75 Ib. roll x 36' 76 Ib. roll 5, 55 gallons ASTM D 41 5 gallons 1, 5 gallons Test Specification ASTM D 4897 D 3672 5 Raul Rodriguez Product Control No.: 95- 0330.06 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. ASTM D 4897 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 D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Product Dimensions GAF Materials 1, 5, 53 gallons Corporation Jetblak Flaslitite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® various Isotherm R GAFTEMP® Composite various GAFTEMP® Permalite various GAFTEMP® Fiberboard various GAFTEMP® High Density F iberboard GAFTITE® #I2 Standard Roofing Fastener GAFTITE® # 14 Heavy Duty Roofing Fastener NTB Fasteners Polypropylene Plates Test Product Specification Description ASTM D 4586 Asphalt flashing cement. I, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. various PA 110 .PA 110 PA 110 PA 110 PA 110 GAFTITE® Base Sheet PA 114 Fastener and Plate Galvalume Plates 3" and 3 1/2" PA 114 3" and 3 1/2" PA 114 6 Product Control No.: 95- 0330.06 Granules for surfacing of exposed asphalt, cold process or emulsion. Polyisocyanurate foam insulation. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Perlite insulation board. Fiberboard insulation. High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Raul Rodriguez Product Hy Therm AP Pyrox White Line ACFoam I ACFoam II 1-Iy -Tec Hy -Tec 2 Energy LOk Thermax TRI -STAR TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Dimensions Specification various various various ACFoam Composite various various various various Hy -Therm White various Line various various PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 various -- PA 110 Hy -Therm AP various PA 1 10 PA 110 Hy -Therm Pyrox various PA 110 PA 110 PA 110 7 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer Apache Products Co. Apache Products Co. Apache Products Co. Polyisocyanurate foam Atlas Energy insulation Products Polyisocyanurate foam Atlas Energy insulation Products Atlas Energy Products Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Product Test Product Dimensions Specification Description Manufacturer Dekfast Fasteners PA 114 #14 Dekfast Hex Plate 2 7/8" x PA 114 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners #12 Product Control No.: 95 0330.06 Insulation fastener for steel Construction and concrete decks Fasteners, Inc. Galvalume hex stress plate. Construction Fasteners, Inc. Polypropylene locking Construction plate. Fasteners, Inc. PA 114 Insulation fasteners for Construction concrete decks Fasteners, Inc. PA 114 Insulation fastener for steel Construction and wood decks. Fasteners, Inc. TPR PA 114 Aluminum fastener for Creative lightweight, gypsum and Construction tectum decks Components ISO 95+ GW various PA 110 Polyisocyanurate foam Firestone insulation ISO 95+ GL various PA 110 Polyisocyanurate foam Firestone insulation ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation ISO 95+ PA 110 Polyisocyanurate foam Firestone insulation Asphalt ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive High Density Wood various PA 110 Wood fiber insulation generic Fiberboard board Perlite Insulation various PA 110 Perlite insulation board generic 8 Raul Rodrigue Product Red Rosin Roofing Nails Tin Caps Type X Gypsum Sturdi -Top Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Test Product Dimensions Specification Description various Minimum # PA 114 12 • Min. 32 ga. x i 5, various various PA 110 al MB aluminum PA 121 roof coating PA 121 PA 114 3" square 3" round PA 114 Barrier Board Plus various PA 110 Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Wood fiberboard Aluminum roof coating Grundy Industries Asphalt emulsion PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks Insulation fastener PA 114 3" square galvalume AZ55 ITW Buildex stress plate Polyolefin plastic plate ITW Buildex ASTM D 2824 Aluminum roof coating Karnak Corp. PA 121 Roof coating Karnak Polyisocyanurate foam / NRG Barriers, Inc. wood fiber insulation 9 Raul Rodriguez Product Control No.: 95- 0330.06 Manufacturer generic Georgia- Pacific Grundy Industries ITW Buildex Product E'NRG'Y PSI -25 various PA 110 E'NRG'Y- I E'NRG'Y -2 Plus E'NRG'Y -I Plus E'NRG'Y -2 Mon -Tits (Fluted Nail) Ol Standard 3" round Olympic G2 Plate 3.5" round PA 114 Olympic Polypropylene Olympic Fastener Olympic C -R Base Sheet Fastener and Plate Fiberglas Test Product Dimensions Specification 12e cription various PA 110 various PA 110 various' various PA l IA 3.25" round PA 114 PA 114 PA 114 various PA 110 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam fr4141 l A fQam Imititign FA 114 CQlrr ®le deck insulation faster PA 114 3" round galvalume AZ55 steel plate 3.5" round galvalume AZ55 steel plate. Polypropylene plastic plate Insulation fastener Base sheet fastener and Olympic plate. 'Manufacturing Group, Inc. 10 Fiber glass roof insulation Owens- Corning Fiberglas Corp. Raul Rodriguez Product Control No.: 95- 0330.06 Manufacturer NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc, Olympic Manufacturing Group, Inc. Test Product Dimensions Specification Foamglas Board various Multi -Max Thermaroof Composite Fes -Core various Fesco Foam various UltraGard Gold various HD Insul -Fixx Fastener Insul -Fixx Fastener Insul -Fixx S Insul -Fixx P Rawl Drive Rawl Fasteners #12 Rawl Fasteners #14 various various ' 3" square 3" round PA 1 10 Expanded glass insulation Pittsburgh Corning board. PA 110 PA 110 PA 110 PA 110 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam insulation Product Control No.: 95- 0330.06 Manufacturer Rmax, Inc. PA 110 Polyisocyanurate foam / Rmax, Inc. perlite composite insulation Schuller International Inc. Schuller International Inc. Schuller International Inc. PA 114 Insulation fastener for use SFS /Stadler in steel and concrete decks PA 114 Insulation fastener for steel SFS /Stadler and wood decks PA 114 3" square galvalume AZ55 SFS /Stadler stress plate PA 114 PA 114 PA 114 PA 114 1 1 3" round plastic stress plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for steel and wood decks Insulation fastener for use in steel, wood or concrete Raul Rodriguez SFS /Stadler The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Product Rawl 3" Plate Rawl Spike Rawlite Rawlite 3" Plate Test Dimensions Specification 3" round PA 114 PA 114 PA 114 3" round PA 114 Product Description 3" round galvalume AZ55 steel plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners 12 Product Control No.: 95- 0330.06 Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / 12 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Note: ply Sties!: itmProne; Outfacing Maximum Design Pressure: -60 psf. 41 Product Control No.: 95- 0330.06 One ply of GAFGLAS® Ply 4, GAFGLAS'I PIy 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and Ply 60 applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® PIy 6® or• a single ply of Ruberoid® 20 in type 1II or IV asphalt at an application rate of 25 # 15 %. Otte ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop Fit in type 11I or [V asphalt at an application rate of 25 lb. /sq. ± 15 %. (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: N- 1 -1 -MG, N- 1- l -MGFR, N- 1- l -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1 -1 -MGP Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psi. 4. See PA 117 for extrapolation of data for higher design pressures. 42 Raul Rodriguez Product Control No.: 95- 0330.06 Product Control No.: 95- 0330.06 Recover System Limitations: 1. Insulation shall be bonded in a hot mopping of approved asphalt applied at a rate of not less than 30 lbs. /sq.. All insulation shall be bonded to a primed surface using ASTM D 41 asphalt primer. Primer shall be fully dry before application of asphalt. Do not prime base sheet if one is present 2. No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the gravel, priming of the surface, and a leveling flood coat of asphalt, prior to mopping of the insulation bonding asphalt. No insulation panel shall be larger than 4' x 4' when bonded to the substrate in approved asphalt. 3. Existing roof surfaces used as a bonding substrate shall be tested for uplift resistance, in compliance with Dade County Protocol PA 124 to the calculated design pressures of the field, perimeter and corner areas, determined in compliance with Chapter 23 of the South Florida Building Code. 4. The moisture content in an existing built -up roof shall be in compliance with Section 3401.10(j) of the South Florida Building Code. 5. Fasteners shall be tested for withdrawal resistance in compliance with Dade County Protocol PA 105 to confirm compliance with the wind load tecyulretnents set forth in Chapter 26 of the south Florida Building Code. 6• lip no case shall the fastener requinnents for recover be less than the requirements for the deck type in the new construction approvals. 7. GAF Materials Corporation requires tearoff of the existing roof over lightweight insulating concrete decks, except as determined on a job -to -job basis. General Limitations: 1. All asphalt shall comply with ASTM D 312 type [II or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. All attachment and sizing of perimeter hailers and metal male designs shall conform with Dade County Protocol PA 111 of the South Flori 11� g C•de. 168 Raul Rgckiguez Product Control No.: 95- 0330.06 details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 lbs/sq. t 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well a§ the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 lbf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of n9t more th 90 lb j, Raul Rodriguez 169 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 Ibf. as tested in compliance with PA 105. If F' as field tested, is below 300 Ibf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 Raul Rodriguez Product Control No.: 95- 0330.06 Si1101.17,0 "3: '. t. !1t. N,' +!' .1. •', 4. 4410,:..A[a-r'1(06,' 'i: vi41111 RUBEROID® Specification N- 1 -1 -MG 3 6' 2' Min. Side lap !/f Min. Nailable Deck Sleep Asphalt ASTM Type III or IV Substrate —'h 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. Materlais tGAF Materials Corpotation S(eel) Robfing Asphalt ASTM,D =312 Type III br ,IV ' GAFGLAS #75 Base Sheet (. RUBEROID MOP,(Granule Surfaced) r :Approxii>fate Weight Per Square Total i45-1 SS lbs( Gu14614e6Avallable ecidcation ' ��_,, .fir - ;; , kUBPROiD Liberty ' 12 10 ra :,,_, : f RUBEROID a OAT NATFITILB CORPORATIAON General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations • 1. Lay one ply of GAFGLAS #75 Base Sheet (or in the case of a fresh lightweight insulating concrete or gypsum deck where STRATAVENP (Vent Ply) for Nailable Decks is required), 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 down the center of sheet in two rows with nails spaced at 18 inch intervals in each row. 2. Starting at file low point of the roof, fully embed one ply of RUBEROID MOP (Granule) in a nominal 25 pounds per 100 square feet (plus or minus 20 %) continuous coat of Steep Roofing Asphalt ASTM D -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. 51 214 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)- Continued Surfacing "Goodies UA•65" Series 1 gaVss or "Goodies UA-60" applied at 1 -1/4 gaVSa (12 dry mils). 42. Dedk: NC Inclines 1/4 Foam:"Pory4so" or "Poly-*so Special" with "Polyfoam 251" or "POlyfoam 303'. 1 in. Bass Coat One or two applications "Gacofles U8- 7050 ", applied at 1 gaVSa/au0lication or 3 applications applied 1.1/4 gaVat✓applicaoon (1832 dry mils(. Surfaces "Gacofles UA-65" Series (various colors( applied 1 gaVSa (12 dry mils. 43. Deck NC Incline: 1/2 Foam: "Pohrlso" or "Paly4so Special" with "Polyfoam 251" or "Polyfoam 303 ". 1 in. Base Coat One or two applications "Gacoflax U8- 7050". applied at I gal/so/application or 3 applications applied 1 -1 /4 gal/./a05lication (18.32 dry mils( Surfacing: "Goodies UA430" Senes (venous colon' applied I gaVSa (15 dry mils. 44. 0e<14: NC Incline. 2 Foam: "POI. -ISo" or "POry4n Special" with "PoMoam 251" or "Polyloam 303". I in. min. Bass Coat "GacoSil S -1000" applied at 1 9ai/sa (10 dry mils). Surfacing: "Gacoflex S -1000" applied at 1 gaVSa (10 dry mils. 45. Dock: NC Inclines 1 Foos: "Polyfoam 251" or "Plyfoam 303 ", any thickness. Surf ocing "Gacofles UreShield 7007 ", 40 dry mdx. GAF MATERIALS CORP, WAYNE NJ 07470 R1306 (N) ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet rGAFGLAS #75 Base Sheet') is a suit4,15 alternate for Type GI asphalt glass fiber ply sheet ( GAFGLAS Pry 4" or " GAFGLAS Ply 61 in the Class A. 8 or C roof systems indicated below. The roof dealt may first be covered with a Typo G2 as0nalt glass mat base sheet " GAFGLAS Slre- savant (Vent-Pry) perforated" or " GAFGLAS S5otavent (Vent -Ply( for nailaole deter. Perforated to ao mopped and nailaole to be mechanically attached granule side down. As an option Typo G2 asphalt glass mat base Nest ( "GAFGLAS *75 Base Sheet' or "GAFGLAS Stratavnnt NantfM for minable decks") may be subsnuted far G1 asphalt glass fiber ply sheet rGAFGLAS Ph 4" or " GAFGLAS Ph 61 as the nailed base ply in tho fallowing systems. Bosom pin or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherw.se indicated. all insulations may be et mopped or mechanically fastened. " GAFGLAS Hashing" or "Ruberoid may be used for lashing in any of the Class A. 8 or C sys- tem. listed below. When 'lionize is referenced. this includes "GAFTEMP penite" or any other UL Classified penite Insulation. Crushed stone or slag are suitable alternates for grovel in any of the Class A, 8 or C systems list- ed. Structural <omens fiber building units are considered suitable to be included as a deck in the fol- lowing Class A. 8 or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A.13 or C systems does not adversely effect the rating. The use of 1/2 in, min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene Insulation board between min 3/4 M. pertit board and deck with rosin pa- Per (penite /rosin paper/pith/wrongs/penis. is a suitable alternate for ? isayanurate board in the fol. lowing Class A. B or C systems. Isotherm R may be substituted for any isocyanunte insulation in any of rho following Classifies tans. CLASS A B and C. Hot roofing asphalt for uss with organic and gloss tam or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline 3 Insulation (Optlomlk One or more layers pen.. wood fibs/, glass flair. iso<yenurate. urs duns perlite/isocyanurete composite. perlita/urethano composia• wood fiber /socyanurotO composite, penolic. any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 8", hot mo0pea. Surfacing GraveL 2. Deck: C -15/32 Incline 2 (mutation (Optionelk One or more layes penite, wood fiber, glass fiber, isucyanunta. ure- thane. perlita/isocyanurata composit perlite/urethane composite. wood fiber /isocyanurat composite. phenolic, any thickness. Pry Sheet Throe or more layers Type G1 " GAFGLAS Pry 4" or "GAFGLAS Pry 6". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Shear. 3. Deck: NC Inclines 2 lnsuation (00tIonalk One or more layers perli., wood fiber. pass fiber. isocyanurae. ure- Nane perliteraocyanurato compoaita. penea/urothane composite wood fiber /isocyanwato coin00sits. phenolic. 2 a. max. Pry Sheet Two or more layers Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6". Cap Sheet One layer Typo 03 " GAFGLAS Mineral Surfsced Cao Sheer. 4. Daete NC Inclines 1/2 Insulation: One or two layers "Isotherm R". 4 in. mac., hat mopped. Pry Sheet Any UL. Classified gravel surfaced Class A admit glass fiber ma system. 5. Deck: C -15/32 ImBnes 1 5113 Sheet (Osttonelk Rea rosin paper. nailed to dock. Bass Sheet One layer of Type G2 " GAFGLAS $75 Base Sheet" (may Oe nailed). Ply Shoot One or more layers of Type GI "GAFGLAS Ply •" or GAFGLAS Ply 6". Cap Sheet One layer of Typo G3 " GAFGLAS Mineral Surfaced Cap Sheer. e. Deck: NC Incl.. 3 Base Sheet One layer of Typo G2 " GAFGLAS $75 Base Sheer. Ply Shoot Om or morn layers of Typo 01 " GAFGLAS Ply 4" or GAFGLAS Pry 6 ". Cap Shoot 0.0 lays, of Type G-3 " GAFGLAS Mineral Surfaced Cap Shoot i nnr .no 'AGRK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 215 ROOFING SYSTEMS (TGFU)- Continued 7. Deck: C -15/32 /aline: 2 awlotion: One or more layers oenite. glass fiber. isocyanurate, urethane, penite/isocyanurate composite. per/te/urethane composite. pnanolia 1.0 in. min (offset from plywood joints 6 in.L Bona Seat One or more layers of Type GI, G2 or G3. Membrenes One or more layers of "Ruberoid Torch" (smooth or granuleL "Ruberoid Torch Plus" (granule), "Ruberoid Moo" (grand/0 or - Ruberoid A400 P10s (granule( Cap Sheet "GAFGLAS Mineral Surfaced Cao Sheet•. hot mopped. 8. pack: C -15/32 Incline: 2 Insulation (Oak/milk One or more layers penite. wood fiber. glass fiber. iweyanuraa, ure- thane. panda /isocyanurate Camooane. Dedite /urethane composite. woo0 fiber /iSOOyanu.ta composite. phenolic. any thickness. Base Sheet Two or more layers of Type G2 or G3. 'Pry Sheet (Optiomlk One or more layers of Type G1. Membranes One or more layers of "Ruberoid Torch' (smooth or granuleL ''Ruberoid Torch Plus" (grannie). " Ruberod Moo" (granule' or "RUOero:d Mop Plus" 10 Cap Shwa " GAFGLAS Mineral Surfaced Cap Sheet ". hot MOMPed. Class B 1. Doak: C -15/32 Incline. 3.1/2 Insulation (Optionalk One or more layers peniu wood fiber, glass fiber, isocyanurete, u thane. perlin/iaocyanurate commoaks, por(ite/urothane composite. wood fiber /isacyanurate composite, phenolic. any thickness. Pty Sheet Two or more layers of Type G 1 " 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 (Optionalk One or ore layers penite. wood fiber. glass fiber. isocyenunte. ure- thane, penite /isocyanurete Composite. penite /urethane composite. wood liber/iaocynnorets composite. phenolic. any thickness. Base Sheet Two or more layers of Typo GI. G2 or G3. Membrsna One. or more layers of "Ruberoid Torch" (smooth or granuleL "Ruberoid Torch Plus' (granule(, "Ruberoid Mao" (granule) or "Ruberoid Moo Flue' (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet'. hot mapped. Class C 1. Deck: C.15/32 Incline. 1/2 Insulation (0301pnelk One or more layers penite, wood fiber, glass fiber. isocyanuratO. ure• thane. penite /iaoryanurae composite, penita/uromane composite. wood Rber /iaocyanurato comoosite. pnenoli0. any thickness. Ply Sheet Three or more laren of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Pry 6 ". Surfacing: "Special Roofing Bitumen" 20 Ibs/sa. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Cass A 1. Dock: C.15/32 Inclines 1/2 !nsuletion (Optlonalk One or more layers penite. woad fiber. glass fiber. isoayanunts, urn inane. ponite/isocyanurats composite. per/its/urethane composne. wood Rber /isoc/snurate ComOObte, phenolic. any thickness. Ply Sheet Three or more layers of Type GI " GAFGLAS Ply 4" or " GAFGLAS Pry 5 ", hot mapped with coil tar bitumen. Surfacing Gravel. COMBINATION 14135 AND COLO SYSTEMS Crass A 1. Deck: NC Incline 2 Inwlati¢0 tOptiooalk One or more layers porlite. wood fiber or glass fiber, 2 in. mak Ply Sheet Three or more layers of Type G1 ' GAFGLAS Pry 4" or "GAFGLAS Ply r. Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gaVs4. 2. Dock: NC Inclines 1 Insulation (Optionolk One or more lays. parade, wood fiber. glass fiber. isoeyonureto. ure- thane. perlite/isocy•nurate composite. penite/urethane composite. wood fiberlsocyanurete composite, phenolic, any thickness. Pry Sheet Three or mars lase. of Typo G 1 " GAFGLAS Pry 4" or " GAFGLAS Pry 8". Surfacing 'Weather Coat Emulsion" at 3 gal/so. 3. Desk: NC Inclines 1/2 Insulation: One or two layers 'Isotherm is"•, 4 in., hot mapped. Pty Shoot Any UL Classified growl surfaced Class A asphalt glass fiber mat system. Close B 1. Dolatod. 2. Deck: C -15/32 InclImr. 2 Insulation (Optanalk Ons ar more layers penno. wood fiber. Wass fiber. isoryanureto• ura thane. Oarlite/iwcyanurate composite per(ita/urethape composm. wood fiber /iso0yenureto composite. phenolic. any thickness Ply Sheet Throe or more layers of Type G1 " GAFGLAS Pry 4" or " GAFGLAS Pry 8 ", hot mopped. Surfacing Grundy Industries "al MB Aluminum Roof Coating". 1 -1/2 ga✓sy 3. Deck: NC Incline: 2 Insulation (Optanalk One or more layers partite. wood fiber. glass fiber, iso0yan rote. ure- thane, podito/ISocyanurate composite. perlite/urothane composes. wood flbar /isocyanurate omoosne. 36.00110. any thickness. Pry Sheet Three or more layer. of Type G1 " GAFGLAS Pty 4" or " GAFGLAS Fry 8". • Surfacing "Weather Coat Emulaan AP" at 1.1/2 got/.O. Caw C 1. Deck: 0.15/32 Insane Unlimited Insulation (Option.* Ono or more layers pane. wood fiber or 91050 flair. 2 In. mesa Pay Sheet Throe or more layers of Types 01 " GAFGLAS Pry 4" Or - GAFGLAS Pry 8'. . Surfeeag Grundy Industries "al MB Aluminum Roof Coating" et 1.1/2 gaVSa or "Water Coat Emuaan" et 3 gaVSa LOOK FOR MARK ON PRODUCT • ROOF REPORTERS, INC. PA 1106 -96 Roof Tile Uplift Test Report Test Date March 11, 2002 Project Address 128 NE 94 St. Miami, FL Contractor MIS Corp. Permit Number BP 2002 -923 Roof Pitch 4 :12 Tile Installation Date 3/8/02 Attachment Method Potyfoam Tile Type TEST SUMMARY Field & Ridge Comer 25 10 Perimeter TEST RESULTS: PASSED �e Attached Sketch for Further Details 10 25 10 10 Altusa (56 1) 434-7555 All testing is in strict accordance with The Dade County version of The South Florida Building Code, Section 3401.10 and PA 106 -95. Each Test location was pulled using a Chatillon Force Gauge to a minimum of 35 lbs.. Roof Area Total # of Tests # of Tests Passed %Passed Al Maccagli, RRC #116 Certified Testing A®ency # 99 -06115°04 100% 100% 100% North RoadO Suite E® Lake WorthDFlorida 33461 :sting 0 Visual Surveys & Evaluations ORoof System Design O Moisture Surveys a Report of Callbratlon Synergy Labe, Inc 9831 E Evergreen St. Miami, FL 33167 888,348,2430 TEST: CHAT1LL DFI8100 DIGITAL FORCE GAUGE 839839 839539 SYN 141 Samuel Lego VERBAL ROOF REPORTERS 3281 LAKE WORTH FL CERTIFICATE NUMBER: 39382:1015842299 *mew 1!S.: o onlides'ihat the above title instrument MEWS *mooed]) all spec iftcetimsas sated 4i tic retort beet calibrated asietlj tit *Wards Saveable to the Nedonal institute of Scam/ants and Technology oat . Dc to Gass ; - se It tics derived by the rink typc of selresllbration teetfltigues.Tbis a ttb n owl with LSD Quick aa �B ANS of to MST. 1 d; Wtristsie >tt� 'tds'o En ocar l� aa. ma�nrwtnmt.>z�ertsmty segos ones than is amid and A13b►��„ 2s4tXr_t9gq; � Provid °gtet0 to 4 :1 oftha specificatim of the unit wider test, with a wimp coif dwce v tj bias tamed wd:i t mod 'Phis raper[ may opt bo asp oducc Sit in flik,:anksspere►iesion far the pwblic�km of an approved abstrts i is ohteiaed in w ei,a Sy�tW+L� L 9", Watt odtet wise dgng ltan lee: UNIT UNDER Mfr SIN: Cuet 8/N: PROCEDURE NAME CALIBRATED 8Y: ' P.O. NUMBER: SUBMITTED 'BY: es t Signed: LA KE WORTH ROAD REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were neeesairY, ��/ ��jj i�/� a y� ill VI! ; it •. AMF'rBlf WO43 RIGNT 8I3 1 8,dttai pq Q.Jtlti Signed: PERFORMED ON: NEXT CAL DUE :: TEMPERATURE: HUMIDITY: 11 Mar2002 11 Mar2003 72,0°F 4•/.1 OEG 40 % ¢/- 696 REPORT OF CALIBRATION.for SERIAL NUMBER: B39539 g � Labs Bselgtt� A�$(rT tdUngBHRs • OMNTiE® ON: 11 Met 200$ 1 Pia BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building PERMIT N9 330 Q CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Architect Contractor or Builder Legal Lot Description Address of Building Work to be performed under this Permit B1 Signed. Subdi- vision Value of Project $ INSPECTOR DATE 19 Contractor's License No. BY AUTHORITY Amount of r 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. 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 specificgtigns 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. 4 , ABBOT PRINT Type Insp'n Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Phone # Cam= For Inspector: O I 0 Approved Correction Re-Insp'n Fee Company p•acoa. Name Address ` a U Q S-L Permit No. Name Address Company Phone # For Inspector: Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n 61/1- 1-- Time p a-00(g_ g Nit, s-L ate Date_ Type Insp'n Permit No. Name Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request j Time 1 2-e & Address Company Phone # i For Inspector: Q N._;�; Iate Date Time Type Insp'n i In a. Permit No. P. . ,a, 5 Name Address Company Phone # For Inspector: Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request / 4i?) Ais 5q- 3-e f7Olp 94421530 � - - D Name & D