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1276 NE 94 St (8)MIA.MI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name Date lJ "1 Type Insp' n 171 C� Hc-sp Permit No. (Y Address 1C, Nr t 1 4 Company a Phone # — 4 Inspection Date Approved Correction Re- Insp'n Fee PERMIT APPLICATION FOR IAMI SHORES VILLAGE Date . Job Address ' 1 tv K , E . l L/' Legal Description < F 1 Historically Designated: Yes Owner/Lessee / Tenant (Oharo "gt g Owner's Address / — 6 E Contracting Co. Qualifier State # Architect/Engineer Bonding Company Mortgagor Square Ft. FEES: PERMIT l,C it I �_ 2271 N, W. 194 TERRACE SS# MIAMI, FLORIDA M 33056 Competency # Address Address GC Si weer : L PG •' • w , - Notary on•o'resr•en t ae My Commission ' xpires: RADON No Master Permit # q 3 ig ee h 1, h!'&S £5061 '751 -7 a3 address - -6s°5)1C)2a9(1 7 1 Address Ins. Co. Estimated Cost (value) 4> / 2 V 0 Permit Type (circle o e): B DING LECTRICA PLUMBING MECHANIC.. RCIOFING AVING FENCE SIGN WORK DESCRIPTION e- i �l ` h ms � CAP WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin • . Furthermore, I thorize the above -named contractor to do the work stated. Signature of Contractor or Owner t) C.C.F. / NOTARY BOND • J)() Date as to ontractl r or Owner - Builder - Date y Commissi9 Fxo - s: > t tt ,ss tt; st „ttt,tttottttttttttttttattttttt >;;;12 '• \ Sonia Rocha di = `ota- •c, -State of Florida • ; ; "<</ Commission No. CC 648980 • *''-• My Commission Exp.05 /20/2001: > Bonded Tfuo:: gh Fla. Notary Service & Bonding Co. '(C� eeelleeWeeeleeet 'l ll llleelllle :efellllllllllllll TOTAL DUE APPROVED: Zoning Building [ T t ` Electrical Mechanical Plumbing Engineering • Contractor's Name: 123.01-78 9/96 ❑ New Roof Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. LEN'S ROOFING INC. "' ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE e- roofing ❑ Recoverin ❑ Repair ❑ Maintenance Flat Roof Area (ft �� ` 0 S1 iped Roof Area (ft !�'� otal (ft Ct1®0 Master P 't No. Exposure category (per ASCE 7 -88): 0, Building Classification category (per ASCE 7 -88 table 1): 154 IRPt ROOF HEIGHT AND SYSTEM DETAILS 10 Ft. A V Ft. Y A +qr Deck Fastener Type: i/� 11 Field: 1 L Perimeter: type: W nti 1� ra 1 /4 SNIL4- Tr14.AC. ATTACHMENT SPACING Il Corner: Is DETAIL 1 & 2 , (Draw details as needed) r 11 Page -1 ROOF PLAN . b The expense of wit luting will be blamed by the manufacturer. Acceptance No.: 97.01104.21 Espires: I u0 4100 . Approved: 11/04/97 . Revises No. 9S•1003.03 . . . METf10POLITAN DADE COUNTY, FLORIDA METnO•DADC FLAOICrI UUILDINO . (WILDING CODE COMPLIANCE OFFICE METno•DADE FLAMM% BUILDING 140 WEST FLAOLER STREET, SUITE 1603 MIAMI, FLORIDA 37170•15a7 .vi . a (305) 376.2901 a FAX (305) 716.2606 PRODUCT CONTROL NOTICE OF ACCEPTANCE PnooUCr CONTROL DIVISION (305) 3711.2102 FAX (305) 372.6779 CAP Materials Corporation 1761 Alps Road , Wayne, NJ 07470 ...... - • Yew spoliation for Product Approval on v - • CAP Conventional dullt•Up Roo /Sperm for Wood Dabs • VI under Clinger 1 of the Metropolitan Dade County Code governing to use of Alternate Materials and Types of Construction, and completely described In the plans, specifications and calculations as submitted •■''' Dprroted Engineering, Inc., Factory Alt anaiResearch Corporation. and Underwriters Labor , tur /is, Inc. has been recommended for acceptance by die building Code Compliance Orrice to be used i'n Dad: County, Florida under the specific conditions set fortis on pages 240 and the standard eonditloru on page 41. . This approval shall not be valid after the expiration dale stated below. The Building Gavle Cuuytliana °Mee reserves the right to secure ads product or material at any time from • Jobslte or unu,ufacilurers rigid for quality control testing. If dais product or materiel falls to perform In she approved manner. the Uuiliing f:n,lo Compliance Office may revoke. modify, or suspend the use of such product or material immediately. his Building C,de Cwnpllance Omce reserves the right to revoke this approval, If it is determined by ille Building Code Compliance Once Mai this product or material fails to meet the requirements of the Uullding Cude Cou Office that 11111 product or material tells to meet the requirements orate South Florida Building Cude. ul Rodriguez Product Control Sulieivlsor • TIIIS IS TiIE COVERSIIEET. SEE ADDTTiONAL PACES FOR SPECIFIC AND CE( 1 ERAL CONDITIONS . BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Mort under the condition set forth above. • Charles Danger, P.E. • Director Building Coda Compliance Dept. Metropolitai Dada Courtly 1 .• i 1 I Deck Type I: Surfacing: • Maximum Design Pressure: Maxi:Own Fire Classification: Maximum Slope: Specification No.: Wood, Non•insulatcd Ncw Construction or Rcroof Deck Description: n /n or greater plywood or wood plank decks System Type A(2): Due sheet ntechanicalty fastened. • All General and System Limitations shall apply. 131...atEss.11, f GLAS ® X7S 1 GAfGLAS MEO Ulllma Daso Slieet, GAI'GLAS® PLY 44D GAMGt.AS® PLY 641). OAFCLAS FlexPly. CAfGLAS® ST1tATAVCNT® ?Mailable. RUDCROID Modified Dose Sheet or RUDfsROLD® 20 applied to the deck with approved annular ring shank nails and minimum II '/.• tilt caps at a fastener spacing of 9' o.c, at the lap, 12' o.c. in two rows staggered along the center lino of the sheet in the field. Ply Sheet: Two or three plies of OAEG S®PI.Y 4 ®. GAFGLAS er GATGLAS® PLY 60 ply sheet adher t o a full mopping o f approved asphalt applied within the VT range and at a rate of 20-40 Ibslsq.. ..... Cap Sheet: (Optional) One ply of urfaced Cap Sit ::: adhered in a full mopping ofapproved asphalt applied within lice L• range null al a rate of20•40 Ibslsq.. 45 psi. (See General Limitation 17) 'A'. See General Limitation 12. 6":12'; See General Limitation 13. Product Control No: 97.0104.21 • • •••• (Required if no cap sheet is used) Install one of the followinit , • , . t.GAF WCATI IER COAT® Emulsion whit an application rapt. o gal./sq.; or GAF Premium Fibercd Aluminum Roof Coating with an application rate nr I J gal /sq. 2. Asphalt flood coat at an application rate of 601bslsq. * 20 %; plus grave: 3: slag with an application rate of 400 Ibslsq. & 3001bslsq., rc rpcctively. •••• N•D•3.0. N•D•3•C. N•D•3•M. N•D4.G, N•D•44/P6. N•U•4•M. N•P- 1•Mr1'6. ••134•C, N•D•4•C/P6, N•D•S•C, N•D•3•C/PC, N•D•S•G. N•D4•G/1 N•D•3.1■. N•0•S•M/P6 • Pegs 21041 g4 Roofing Product Control Examiner • Wayne, NJ 07470 • • • • • . Yew oppllcatlon tor Product Approval oft CAP Conventional Nullt•Up Ro.JSystenu for Wood Deets under Chapter 1 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 submittal by!' ' Dynatech Engineer /ng, inc., Factory Mutual Research Corporation, and Underwriters laborstorier, inc. has been recommended for acceptance by the Building CoJe Compliance Office to be used in Dad: County, Florida under the specific conditions set forth on pages 2.40 and the standard conditions on page 4 P. • • • • This approval shall not be valid after the expiration date stated below. The Building Code Company Caul reserves the right to secure this product or material at any time from • Jobshe or manufacturers rIvir for quality control testing. If lids product or material fails to perform in the approved manner, the Dulilding f'n,le Compliance Office 11117 revoke, modify, or suspend the use of such product or material immediately. I'is !Wilding C Je Compliance Of ice reserves the right to revoke this approval, If it Is determined by the luiWing Code Compliance Office that this product or material falls to meet the requirements of the Building Cute Compliant: Ofrce Out tills product or material falls to meet the requirements of the South Florida Building Code. The expense Ouch testing will be incurred by the manufacturer. Acceptance No.: 97.0804.21 Revises No» 9S•1003.03 Esplru: 11 /0_ aul Rodrigues Product Control Supervisor • . , • I TIIiS IS TIIE COVERSIiEET. SEE ADDITIONAL PACES FOR SPECIFIC AND CCH IERAL CONDITIONS . BUiLDINC CODE COMMITTEE I Mb applation for Product Approval hu been reviewed by the Metropolitan Dada County Duliding Code Compliance Office and approved by the Duilding Code Committee to be used in Dade County, Flor jii under the conditions set forth above. • Approved: I I /04/97 • Charles Danger, PA • Director Duilding Code Conpliance Dept. Metropolitan Dada County Specification No.: N , D•4•C/P6, N D 3 -C, N ? D 3 -CIPC, N•0 3 N41-3•C/P6. N•D N.D.S.M. t4.0 3•M/P6 •`� • • Pnntrm) Rven.tmre • • i • One • • Product Control No: 97.01104 21 Wood Deck System Llt 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (1 ") of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA' 105. if F as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County 1'rotocol PA 105 and calculations in compliance with Metro•Dade Roofing Application Standard PA 117. 2 All standard Insulation panel sties are acceptable for mechanical attachment. When panels aro applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for Insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto-Dade County Proto:ol PA 105 & Rooting Application Standard PA 117. Mlle fastener value, as field tested. are below 275•lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required withs Ply 40 Flex PIyTM 6 and Ply 60 when used as a mechanically fastened base or anchor sheet, 4. ' Typo X gypsum board is acceptable to be installed directly over the woad dc' .. • • Page 77of41 • •0• •• • • • .. ... 00 0000 • • • • • • •••••• ••• • • ... • •• • ... • .4•• • • • • .. • • • •• • • • • • ..• . •••• .... • • .. • • • 0400 • • • . •. • . .. • • oaga, Roofing IProduct Control CxaMGter • Product Control No: ,7 -0104.21 • CENEItAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other rife testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida building Code. 3 Maximum slope flume shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturers snccifcations for compliance with design criteria for each project. Pogo 21 of 41 • • • 4 M overlay and/or recovery board insulation panel is required on all rpplirations over closed cell foam insulations when the base sheet is fully mopped. !lino .vru cry board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diatnete, circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidclap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is no acceptable. A 6" break shall be placed every 12' in each ribbon to allow crass ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsisq. Nu( : Spot attached systems shall he 'hulled to a maulmum design pressure of -45 pit. Whine STRATAVENT I'erfuraled Is used over approved 'sacya Irmo laudation, do. maximum design pressure Is limited to- 60psf. •.• • 5 Al! work shall be performed by a contractor licensed to do roofing work id Mclro•Dade County. Contractor shall be familiar with the details and specifications published ley the manufacturer, and the requirements of the SFDC. 6 The submission of system specifications and details shall accompany 1:l: Section 11 Building Code Permit. This information is available in the publications 1;sled in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the solo responsibility crease contractor. 10111, Roofing Product Control Exantlner c. .• • • halal Control No: 97.0104 21 7 Perimeter and comer areas shall comply with the enhanced uplift pressure of these areas, ns calculated in compliance with Chaliter 23 of the South Florida Building Code. Fastener densities shall be increase fur both insulation and base sheet as ucedied colculatcd in eounplianco with Metro-Dade County Roofing Application Standard PA 117. (When this limitation Is specifically referred within this NOA, General Limitation 1120 will not be npplieable.) 8 All attachment and sizing of perimeter nailer:. metal profile. anchor flashing termination designs shall conform with Metro-Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Flurida Building Code. 9 Fleshings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen me,nbratc. Specific ;Ict.. ;l.:, approved by the manufacturer, sitall be submitted with the Section Ii Permit Application. All details shall comply with the provision dale South Florida Duilding Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Cluracteristic Force (F') value u tested in compliance with Metro-Dade County Protocol PA 10 .1. 1: tine fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro- Dade County Protocol PA 105 lest report and calculations that comply with the wind Toad requirements of Chapter 27 of the South Florida Building Code and Roofing Application Standard PA 117. • '• I I Fastener spacing for insulation attaclunent is based on a Minimum Characteristic Force (I') value 0/ Ibf., as tested in compliance with PA 105. If the fastener rave, of field tested, are below 275 Ibf. insulation attachment shill not be acceptable. 12 Asphalt moppings shall be with applied with approved uphalt and shall bs !r. :ompliance with equiviscous temperature (CVT) methods ofasphalt determination. Asphntt containers or bulk tickets shall indicate an CVT, finished blowing temperature (FIST) and flash reint. Asphalt types and temperature ranges shall be in compliance with Subsection 2403.4(eX7, a;'tho South Florida Building Code. Nye 10 4'41 •••• • • • .. • 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers stall be adhered in a full mopping of approved asphalt applied within the CVT r and at a rntc of 20.40 Ibs./sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or it hesive, which shall comply with provision of Roofing Application Standard PA 117. 1 :. 14 All standard panel sizes are acceptable for mechanical attachment. When applied In approved asphalt, panel size shall be 4' x 4' maximum. 15 In recovery/reroofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro-Dade County Protocol M 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of liar South Florida building Cola to the design pressure of the roof. 16 In re-roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) dale South Florida building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 1S 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. 19 Consult current Underwriters Laboratories Directory for lice appropriate canting for each roofing assembly to obtain the required fire rating. The assembly shall Se installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Dutl'ding Lode fur maximum fire clauifieation. 20 The maximum designed pressure limitation listed shall be applicable to nil rccfpressure zones (i.e. field, perimeters, comers). No rational analysis, nor extrapolations shall Jul permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers. and corners). (When this limitation Is specifically referred irlthl• this NOA, Central Limitation b7 will not be applicable.) 1 • Pate 40 041 Product control No: 97.0104.21 ... • • . • •. • • • •... • • •.. • oaJ�4 Roofing Product Control Eumhner • . • GAF Materlals Corporation 1361 Alps Road Wayne, NJ 07470 Product Control No: 97.0104.21 ACCEPTANCE NO.: 97410411 APPROVED : November 4, 1997 EXPIRES : November 4 200 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I • Renewal atlas Acceptance (approval) shall be considered after a renewal application has been flied and the original submitted documentation. including test supporting data. engineering Documents. are no older than eight (1) ream. 2 Any and all approved products shall be permanently labeled with the manufacturer's name. ci% stale, and ate following statement: •Metro •Dade County Product Control Approved', or as specifically stated in the specific conditions Odds Acceptance. 3 Renewals of Acceptance will not be considered In a) 71tere has been a change In the South Florida Dullding Code affecting the sluttish of this product and the product Is not In compliance with the code changes; • b) T1te product Is no longer the same product (identical) u the one originally approved; c) If the Acceptance holder has not complied with all the requirements Odds acceptance., Including the correct installation of the product; d) Tits engineer who originally prepared, signed and sealed the required documentation !ri:iiliy submitted, is no longer practichig the engineering profession. 4 Any revision or change In the materials, use, and/or manufacture of the product or process shill autortatirai'y be cause for termination of Utis Acceptance, unless prior written approval has been reque:teJ ( :hrougtt the filing ors revision application with appropriate fee) and granted by thls office. . • • • S Any of the following shall also be grounds for removal adds Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance u an endorsement of any product, for sales, advertising or my other purposes. ' • • • • •. • 6 The Notice of Acceptance number preceded by the words Metro -Dade County. Florida, and followed by Iii eiplration date may be displayed in advertising literature. !rimy portion attic Notice of Arceptance Is displayed, then it shall be done in its entirely. 7 A copy of chi! Acceptance u well u approved drawings and other documents, where It applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at all times. The copies need not be resealed by the engineer. • ... • 8 Failure to comply veldt any section of thls Acceptance 1iball be anus for temtlnatlon and removal of Acceptance. 9 T1tis Acceptance contains pages I through 41 END OFTIIIS ACCEPTANCE Page 4 1 .141 klXioaga, Roofing Product Control Examiner • • ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: " Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex 5- 1000 ", applied at 1 gaVsq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: " Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A -6200" series (various colors), 1 -1/2 gal /sq (14 dry mils). GAF MATERIALS CORP . R1306 (N) 1361 ALPS RD, WAYNE NJ 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific "Dens - Decks overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS 1S75 Base Sheet ") is a suitable alternate for Type 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, 8 or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Pty) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following 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, B 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 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. " GAFTEMP Isotherm RA', "GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Hot roofing asphalt, for use with organic Cic and C. andglass felts or modified bitumen membranes. I. Deck: C -15/32 Class A Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ROOFING SYSTEMS (TGFU)— Continued urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One Layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: C -15/32 Incline: 1 p ee p onal): Red rosin paper, nailed to deck. Base Sheet: One laver of Type G2 "GAFGLAS ((75 Base Sheet" (may be nailed). Ply Sheet: Onez.inore lavers of Type G1 "GAFGLAS Plv 4" or GAFGLAS Ply 6". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". TM Base Sheet: One layer of Type G2 "GAFGLAS 1175 Base Sheet ". Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C - 15/32 Incline: 2 Insulation: One or more layers pertite, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Phis" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granul ?). "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Deck: C - 15/32 Incline: 3 - 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C - 15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ('AFGLAS" Specifications N- B- 4 -M /P6 and N -B-4 -M agen r•IUII• D••1 Da m.1 P•r•r pr npMd) en• shall Iw• Niw) WNW Ph n•diq — Auger North, South, and West Zones Mailable decks up to 6 Inches per fool slope. except for Itghlweighl Insulating concrete decks whic1 are limited to a maximum slope of 1' per loot. Wood, plywood. poured gypsum. precast gypsum planks, other acceptable nailable decks. For lightweight insulating concrete decks ,see page 9. Materials Sheathing paper (1 py.11 required) Base Sheet GAFGLAS IN (2 plies) GAF Materials Corporation Roofing Asphalt interplles Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 py) Apprerlmale Wetgbt per Square 175 -250 lbs.. Specifications General Design and Application Considerations detailed In this Manual shall apply In addition lo the Mowing reconrrendallons and specifications. Appllca11le e1 nailing Membrane 1. &or entire sultan. W ore ply of sheathing paper where applicable. Up each sled 2 inches over preceding sheet. Nail sufficiently to hold In place. 2. Stacking al the low point of the roof. lay one ply of Base Sheet, tapping each sheet 2 Inches at Mlles and not less than 6 Inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -rub down center of sheet In two rows with nails spaced al 18 inch intervals in each row. Usn fas- teners with Integral metal heads at least 1 inch In diameter or square That are recommended Of GAF Materials Corporation or the deck manufacturer. (See ' Spedal Instructions' below.) 3. Starling al the low point of the roof, mop Iwo plies of GAFGLAS Ply shingle fashion; lapping each sheet 20'/• inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphaf Requirements interpy mopping; oI Rooting Asphalt must be applied in a continuous film and shall consist o1 approximately 25 pounds per 100 square feet of roof area with a tolerance not Io exceed 20% plus or minus. The appropriate asphalt for the slopes Involved musl be used. UL Class A A 8 _Specification N- B•1 -•/P6 N•8.1•M/P6 N-8-4-M Substrate NC C Guarantees Available Asphalt Type — Sleep ASTIR Type III HT•Sleep ASTM Type N Slope per fool Up to 3' • On slopes up to '1, Inch per loot Flat ASTM Type 11 may be used except in Florida. Texas, New Mexico, Arizona. and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet In accordance with the applica n Instructions on page 20. so that the laps are offset from the laps of the py sheets. Special Instructions 1. See recommendations for use over gypsum ducks on page 9. 2. Acceptable Base Sheets Include: STRATAVENT Naibble required for freshly poured gypsum decks, GAFGLAS /75 Base Sheet, RUBER010' Modified Base Sheet, GAFGLAS PLY 6•, and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet. a sheathing paper is required. 3. See 'Nailing of Base Sheet' page 19. 4. For roof slopes of 1 inch per tool or more, all py felts must be back - nailed 1 Inches In from the back edge of the fell. See 'Installation on Steep Roofs. page 10. UL Classification Slope r 3'l. UL Chad Key 1. Substrate C • Combustible and Noncombustible min ./� Ihkkress). Combustible • Wood planks, boards, etc.. plywood oriented strand board (min. Y, Inch thickness). NC • Noncombustible only Noncombustible • Stuet, poured or precast structural concrete. lightweight insulating concrete. gypsum, structural wood fiber. etc. 2. Slope Muimum slope allowed. In Inches per fool. Llbedy 15 yr. West Zone Only, Wood Decks. 15 yr. lightreighl Insulating Concrete. (See page 9.) 12, 10, S yr. 11 $12.5o 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.. 12 -20- 19 77 Joe Miskinis 1 ;57 e; " �"' N.E. � �thrSt. Owners Name and Address — No ... Street...._ Registered Architect and /or Engineer 1..,27.1,..,.... 11.11,.,_„ Biscayne Roofing Co. 5180 E. 11th Ave. Name and address of licensed contactor Location and legal description of lot to be built on: 7 Lot i Block Subdivision fir ` 5 ),w Street and Number where work is to be done 1276 N.E. 94th Street State work to be done and purpose of building (by floors) Remove existing roof. tin cap 1 -30# felt and mop 1 -90# slate. Install 26 wage gale. eave drip and lay Gory 1" shingle cement tile set in a full trowel of cement and mortor mix. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Coveringspani S h S. Tile Estimated Total cost of improvements $.. 5.r . 75o • 00 Amount of Permit $. 40 sqs. Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot :Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supi)lement, 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 finder this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subco tractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks __.__..__ (Signed) (7> STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. .L Permit No. ._.__ Date • d Disapproved ` Date 1_ �. (Signed) >;''. Building Insp or Read, Sworn to and Subscribed before me. to me well known, Notary Public., State of Florida 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE. FLORIDA 0 BUILDING ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 3399 _ ROOFING rir Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building 0 DATE 195 �p Contractor's . , .00" License No Work to be performed under this Permit 11 B Subdi- vision Value of Project $ Signed. BY INSPECTOR Amount of 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 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 *ay be z. cked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorisation. A further condition upon which this permit 1s granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances clad regulation pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsfbinty for wont done by his agents, servants or employees. 4 I 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 conformit with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume res onsibility for all ork done by e y ag/4it, servant or employee CONTRACTOR OR BUIL6ER BY AUTHORITY •- \‘‘ "Di lie ge of Miami Shores JOB k 40) ADDRESS ? '1 c, INSPECTION k TIME READY 4 N? 3940 REMARKS INSPECTOR DATE /2 pillag of Miami Shores JOB N° 3995 ADDRESS INSPECTION TIME READY REMARKS^ INSPECTOR DATE -= Village of Miami Shores N °• 3828 JOB t'A t 5 I ADDRESS 1 z l 6 &) ' t - INSPECTION r 1 I3 TIME READY L REMARKS INSPECTOR DATE 2 " � , MIAMI SHORES VILLAI3E 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. � �/ � - � Pt � /f / Date j �� & , 19 Owner's Name and Address � ► l � � it -4. 4 No / Street Registered Architect and /or Engineer , Name and address of licensed contractor f fY(__ t's. 9 ',/ ' ;I4` l G.i.s::•t,. - t � Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 2__ C }. State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation :Roof Covering Estimated Total cost of improvements $,0/G` " Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building 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 Sup element, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perfo ed under this permit, as are licensed by Miami Shores Village. a Remarks (Signed).. STATE OF FLORIDA, E COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public:, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chainnan Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Date Type Insp'n Permit No. P 0 \\ R— Name J Address Company Phone # Inspection Date \-1 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 2�55ED 26 ir a iv 2 27 3 28 4 29 5 30 6 31 7 32 8 33 9 34 10 35 11 36 12 37 13 38 14 39 15 40 16 41 17 42 '� 18 43 19 44 20 45 21 46 22 47 23 48 24 49 25 50 Roofing Contractor: Civil Engineer: Lab Certification # 98 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name: AP-4 t tC. okf'Z -D _Permit # 13 f © 1 ZZ Job Address 2. 76 E t4 I As—A I ({19 ate, S LD., fJ is S - C10.1 c 1s ! as rc� ; ^ , t Type of Tile: �' Date Installed: "l� Approximate Roof Height: ( feet Roof Pitch: 3 Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: 2 gQ 7 ft Required Testi Force: 35 lbs. Testing Eq Date Tested ' -(3 - O4 - P.E. 79 q/953 TES1 P = PA IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS R1 QUALITY CONTROL TEST. THIS REPORT SI MITTED BY: 4 -13 -®¢ PRINTED BY: UNIQUE GRAPH! Project !fit Other MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date? ! 1 Type Insp' n ° - 'as s i rc) Permit No. &� t4 I 2- Name aUQ Address 7,1' NE— C 14 S Company Phone # Inspection Date 2r 1 1 Approved ) 111('\ Correction ❑ Re -Insp' n Fee ❑ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H 1 1 1 1 i i ii,11. 1 1 - 1111 1 11111 . 1, -1 1 .4-4-4 1 Ilikio _ _ 1111 11111 1 1 awl ' 1111 i 1 i O iiii Olk AI I Ili/ 1 1 1 1 1 i misamputax. I MM. 1 1 . 4 ..-- 4 I A Al 4 An. 1 41 1 1 I. remarwAriamft. a 1 11■11117" 111111Ve I A A1WANII ilim m I ri I . ' WI ' o on kii 1_, r iv 1 1 4 ,4E7 11 4 • .1% .S OF ROOF i cy - 2. 1 ,, t■15.■ 94F: (A (41)( 5Hair NO. ZOF CONTRACTOR 07:EG:CD BY • SCALE DATE NOTRS 1-1 1 BUILDiNd PERMIT APPLICATION FBC 2001 Permit Type (circle):' Building J Electrical Richard Hage Owner's Address 1276 N. E. 94 Street City Miami Shores State Florida Owner's Name (Fee Simple Tenant/Lessee Name Phone # Job Address (where the work is being done) 1276 N. E. 94 Street City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Ouaity Roofing Contractor Contractor's Address 13800 N.W. 1st AVenue City MIami Qualifier Carlos Arocho Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit $14,000 _ 0 0 Square Footage Of Work: 3 0 sq _ Ti 1p 6 s d _ Plat Type of Work: ❑Addition DAlteration ❑New ® Repair/Replace ❑ Demolition Describe Work: Tear off old roof to wood deck, replace rotted wood, tin cap 301b ASTM install galvanized eave drip and valley metals, mop 901b. ASTM, install tiles with polyfoam adhesive setting. Flat roof, tin cap base, mop ply 4, surface to mop crap sheet telt. Submittal Fee $ t50 CO Permit Fee $ Notary $ Training/Education Fee $ a, 37 Scanning $ v- Total Fee Now Due $3 a3 . 3 (Continued on opposite side) Miami Shores Village uilding Department 050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NO X Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Permit No. 0 — 1 2 2 Master Permit No. Plumbing Mechanical Zip 33138 Phone# (305) 759 -3602 County Miami -Dade Zip 33138 State Florida Zip 33168 Phone # ( 305) 751-0382 C ,r IC �t3 * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF$ 8 Technology Fee $ r /3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City S to Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner r ent The foregoing instrument was ac . owledged before me this za day of Cwt 20g, by • t cd A.. Sign: Print: who is personally known to me or who has produced As ' dentification and who did take an oath. MY COMMISSION # DD 060579' EXPIRES: October 10, 2005 de *F osidlo6WdeMattf Pck*tlhde*AA*9t * NOTARY PUBL; C: My Commission Expires: Chc 10/14/03 e Signature Contractor The foregoing instrument was acknowledged before me this ,2?- day of , 200', by ( jvs g-cvc%_z who is personally known to me or who has produced as identification . 'd who did take oath. eteucy Holder) NOTARY PUBLIC: Sign: Print: My Commission Expires: EZ MY COMMISSION # DO 060579 -r = EXPIRES: October 10, 2005 * * * * * * * * * * * * * * * * * * * * * * * * ** *'9ti%S;i ' * i State Certificate or Registration No. Certificate of Competency No. ****************************************************************/:********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEB - 3 2004 APPLICATION APPROVED BY: Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this sect:ion.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been ex . aired. /. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zo i -) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion pe ormance 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 a • . ressed 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 renal - d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buil ng Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owne# should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be view 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 Florida Building Code provides the opti • of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the origi :1 roofing system is removed. Ponding conditions should be corrected. A 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over • ded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overfl scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accor . nce with the Florida Building Code, Plumbing. ■$1 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inters • 1 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. Date / C:\Dotumeou and Settlegdahammae\Lotai Settings Temp \Temporary burnt Flies \ConleoLJES\OIQ.BAFTTSECTION 1524t1I.do Contror' ; \()•'Q- 1 Section A (General Information) Master Permit No. Process No. Contractor's Name: Job Address: Quality Roofing Contractor, Inc. 1276 N.E. 94 Street Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Category ❑ Mechanically Fastened Tile Li Metal Panel /Shingles L] Other: ❑ New Roof ® Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes IN No If yes, what type? U Natural ❑ LPGX Roof System Information Low slope roof area (ft. 600sq. Steep Sloped area (ft. 3000sq. Total (ft.9 36sq. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): Roof Type 4 ' 1, f Y � I Page 2 ; _4 1 Mortar /Adhesive Set Tile H Wood Shingles /Shakes Page 1 of 1 http: / /www.co. miami - dade. fl. us / bldg /roofing_permiting /permit_app_section_a.HTML 1/23/2004 System Manufacturer: GAF Material Corporation NOA No: 02-0408.09 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 49.2 Pmax 2: -82.6 Pmax3: -124.3 Maximum Design Pressure, From the Specific NOA System: 52.5 Deck type: 1 " x 6" T & G * These decks require a fastener pull test by an approved test Iabratory Other Deck Type: n/a Joist Spacing: n/a Slope: 1/2" High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Anchor/Base Sheet & No. of Ply(s): n/a Anchor/Base Sheet Fastener /Bonding Material: n/a Insulation Base Layer /Size & Thickness: n/a Base Insulation Fastener /Bonding Material: n/a Top Insulation Fastener/Bonding Material: n/a Insulation Top Layer /Size & Thickness: n/a Page 3 Wood Nailer: 8 Penny nails Base Sheet(s) & No. of Ply(s): (1) Glass Base sheet Base Sheet Fastener /Bonding Material: 1 1/4" R/S nails Ply Sheet(s) & No. of Ply(s): (1) Ply 4 Ply Sheet Fastener /Bonding Nlaterial: Type III mopping asphalt Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Hook Strip /Cleat gauge or weight: N/A Coping Metal: n/a Top Ply: Gafglas Mineral Cap sheet Top Ply Fastening /Bonding Material: Type III Mopping asphalt Surfacing: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 1 Y <" R.S. Nails NUMBER OF FASTENERS PER INSULATION BOARD Field: n/a Perimeter: n/a Comer: n/a http: / /www.co.miami- dade.fl.us /bldg /roofingjermiting/section c 4.html Page 1 of 1 Altemate Fasteners: n/a 1. Field: 9 " o/c @ laps & 2 rows @ 9 " o/c 2. Perimeter: 6 " o/c @ Laps & 4 rows @ 6 " o/c 3. Comers: 6 " o/c @ Isps & 4 rows @ 6 " o/c 1/7/2004 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base FlashIng,Ccunterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16, Page 3a Parapet 3 711311 Hei t 'AelnRacfliaight /D'' Ft. Page 1 of 1 http: / /www. co.miami- dade.fl.us/ bldg/ roofingpermiting /section_c_4_2.ht ml 1/21/2004 Roof System Manufacturer: Almar (USA), Inc. Notice of Acceptance Number: 02-1115.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -45 P 2: -95.1 P 3: -95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 66.5 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 2 1/2 "/12" Roof Mean Height: 13' Ridge Ventilation: n/a Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Altemate Tile Attachment Method: n/a Clip Spacing for Metal Roof Panels Field: n/a Perimeters: n/a Comers: n/a Perimeter Width: n/a Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 1" x 6" T & Page 4 Alternate Deck Type: n/a Underlayment type.: (1) 30Ib. ASTM felt Insulation/Fire Banier Board: n/a Optional Nailable Substrate: n/a Fasteners: 1 1/4" R/S nails Cap Sheet Type /Adhesive Type: (1) 90Ib. ASTM felt Roof Covering: Spanish S Clay Terracotta Tile Roof Covering Attachment Method: Polyfoam adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 1 1/4" R/S nails Hook Strip /Cleat ga. or weight: N/A Page 1 of 1 http: / /www.co. miami - dade. fl. us / bldg /roofingjermiting /section_d 3.html 1/7/2004 Mean Roof Height in Feet 15' 20' 25' 30' 30 41) Roof Slope 1 j 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane Zone Uniform Roofing Permit: Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. P 1: -45 P 2: -95.1 P 3: -95.1 Method 1 "Moment Based Tile Calculations Per RAS 127" x A 0.274 - Mg: 5.35 x A 0.274 - Mg: 5.35 x A 0.274 - Mg: 5.35 Page 5 = Mr1: 6.98 = Mr1: 20.71 = Mr1: 20.71 NOA Mf: 66.5 NOA Mf: 66.5 NOA Mf: 66.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 1 of 1 http: / /www.co. miami - dade. fl. us / bldg / roofing _permiting /section_e_3.htm 1/7/2004 MIA MFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 77 Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this .product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WWII' FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Material: 1. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Altusa One Piece `S' Tile Trim Pieces Clip Clip 2.1 SUBMITTED EVIDENCE: Test AQencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Inc. Redland Technologies Roofmg Tiles Clay SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Ahnar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. L = 18 '1" W =10.5" Y2" thick nominal 3.25" high Length: varies Width: varies varying thickness L= 6" D =0.125" L &h =2" W = %s 0.05" thick TAS 112 TAS 112 PA 114 PA 114 Test Identifier 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 CLF -003 -02 -01 7161 -03; Appendix LEE High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 Date April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec. 1991 NOA No.: 02- 1115.03 Expiration Date: 12 /16/07 Approval Date: 12 /12/02 Page 2 of 7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -1 (ft) Width -w (ft) One Piece 'S' Tile 6.9 1.52 0.875 Test Aeencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 pits Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar `Altura One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12 /12/02 Page 3 of 7 Table 3: Restoring Moments due to Gravity 12" - M (ft -Ibf 6 ": 12" 7 ": 12" or greater Tile Profile 3 ": 12" or Tess 4 ": 12" 5": One Piece 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 table Table 2: Aerodynamic; Multipliers - X (ft Expressed as a Moment - M, (ft -Ibf) for Nail -On §y terns Tile Profile Tile Direct Deck (Min 15132 " plywood) X (ft) Battens X (ft Profile 28.6 , Batten Application Direct Deck Application One Piece 'S' Tile 5.1 0.253 0.274 table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On §y terns Tile Profile Fastener Type Direct Deck (Min 15132 " plywood) Direct Deck (Min. 19/32" plywood) Battens One Piece 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nall 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip jSee c ip details) 187.1 N/A One Piece "S" Tile' 1 Screw with clip (at the 187.1 head of tile) One Piece "S° Tile' 1 Screw with clip (at the water course of tile) 35.2 35.2 N/A 1. Screw must be installed in the Inside nail hole located naarittn tha !maw, of *ha HI Tile Profile One Piece 'S' Tile Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Adhesive 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams„ Minimum Attachment Resistance 29.3 NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 4 of 7 r Table 5k Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile • Tile Application Minimum Attachment Resistance One Piece 'S' Tile Polyfoam PolyPro"" 66.5' Polyfoam PoIyPro 38.7 4 Large paddy placement of 63grams of PoIyProTM. 5 Medium paddy placement of 24grams of PoIyProTM. Table 5B: Attachment Resistance Expressed as a Moment .- Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application ,Attachment Resistance One Piece 'S' Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE NOA No.: 02. 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 5 of 7 CUP WITH ONE (1) SCREW ATTACHED TO DECK "SPANISH S" TILE BY ALTUS (TYPL) CLIP DETAILS 211/2" OVERLAP (COVERS PIN HOLE) CLIP PLACEMENT DETAIL SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE CLIP DECK NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 6 of 7 1 SCREW (HOLDS CLIP ONTO DEOQ *SPANISH S' TILE BY ALTUSA (TYR) CLIP PLACEMENT DETAIL CLIP DETAILS (CON'T) 2 1!2 OVERLAP (COVERS PIN END OF THIS ACCEPTANCE SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE DECK 1 1/4" 1 3/4' 3/4' NOA No.: 02- 1115.03 Expiration Date: 12 /16/07 Approval Date: 12 /12/02 Page 7 of 7 MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 APPROVED: 06 /14/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER [BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECrION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 1 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) on Two Component Polyurcthene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of A.lternate 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 •:o 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s045000I1pc200011templateslnodce acceptance cover page.doc •_• __ .:1 - -- - - - _��..:...:___ .�_ _�: _ .. U ..., ........ 1 . �� .,. 11 . �...., 1,..41.tinarnrlrnntinr rnm Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 ROOFING ASSEMBLY APPROVAL Catcffory: Roofing . Sub - Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® AI-1160 as manufactured by 1'o1yfoam 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, lour, and high profile roof tiles system using Polypro® Al-! 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 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH 160 Foampro® RTFI000 ProPack® 30 & 100 Dimensions N/A N/A N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tilc Assembly having a current NOA which list uplift resistance values with the use of Polypro All 160 roof tile adhesive. 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 D 2126 Stability Test specifications PA 101 Approval Date: June 14, 2001 Expiration Date: May 10, 2006 Results 1.6 lbs. /ft.' 18 PSl Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch Product Description Two component . polyurethane Dispensing Equipment Dispensing Equipment +0.07% Volume Change a -40 F.. 2 weeks +6.0 % Volume Chan • Humidity, 2 weeks 0 1110.,._-■11111/ 1 F . " - Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average: values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for tire 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' 2 3 MS 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® AH 160 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® AH 160 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® AI-1160 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® A1-1160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH 160 shall not be exposed permanently to sunlig Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 1 . SINGLE PATTY NaU through plastic cement Underlayment 1 Eave cane oar Keep &dash. appro. 4 in. up from wespholas th derla y metr e 1 Ramey 109 Wiwi of the ease course cover Olt 's Abut to ucond COUT4 al pre tin Emu, ern sal pan and cover din en Bush a ant One Ea., deems / peons shown) 5 ACCEPTANCE No.: 01-0521.02 Nail through plaslk cement tinderlaymene 1 Nall through plastic camera dnderbyment 1 Erma:au 10 in. Ens Closure Paddy (Beneath Tie) &we Course 10 In. Ezra nurse 0.4 Keep aausive appro. 4 In. up irom weepholes 2 In. Paddy (Beneath Tile) Fascia Ern Onto 10 in. 21 Paddy (Beneath Tie) 01 ■,& 40$06'" ,)- %100 *4 • Woe Opdonal Poird-up Boner on kngttudinal edges oldie SheitNng 11 Place enough adhesive to achieve 17 to 23 Optional ha's ice square halms In contact w(tts the pan die sleep Pitch aCPUcallans 2) Tum coven upside doves. Phu adhesive 112 To 1 in. From outside edge of cover tie. Thin bast the tit Fisch W Eave doom UP edge Frank Zuloaga, RRC Product Control Examiner Hai through pink cement Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath Tile) Underlayment Nail through plastic cement Eve Coupe Nall through plastic cement Eve Course Paddy (Beneathlik) Fascla Facia Weephde Eve dosure Drip edge 6 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoarn Products, Inc. ADHESIVE PLACEMENT DETAIL 3 . DOUBLE PATTY NaU through plastic cement `r 3 In. x3in. Single paddy on under. laymen! Single paddy on top of the Single paddy under die Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 In. medium size paddy eave Fascia course only Nall through plastic cement Eave Course x 3 In. Single paddy on undedayment 2 4 ,4 4%44* Single paddy on lop of the Single paddy between the Eave Closure 7 ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Underlayment 1 1.!3 In. x 3 in. 41n. Single paddy on under. layment Single paddy Xunder tile Single paddy on top of tile Ern Course Frank Zuloaga, RRC Product Control Examiner Single paddy under tile Single paddy between tile 2 In. x 7 in. medium ell, paddy eave course only Fascia Weephole Eave closure Drip edge Polyfoam Products, Inc. 1. Renewal of this Acceptance (approval) shall bc considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code change's. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and otlicr documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall bc available for inspcction at the job sitc at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner s MIA MI'DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32" or greater plywood or woos1 plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows . 12" o.c. in the field. (Maximum Design Pressure —45 psf See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLA.S Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —55.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #1.4 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one. of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. t 20 %; plus gravel or slag with an application rate of 400 lbs.sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coaling), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 4" Dens Deck or y Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down.the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment sha not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for lboth insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended, corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued GAFGLAS no Premium Base Sheet may be used in .any of the following systems. " CAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 3. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite / urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule)) &VVL 11\4%01 II* IY1f11 L111I11.J h1 14.0 J 1 J 11..1111,7 V1111.V 1 V111 LOOK FOR THE UL MARK ON PRODUCT ROOF C:OVERING MATERIALS (TEVT) 173 Rclofing Systems (TGFU) Continued Cap Sheet: "GAFGLAS Mineral Sul-faced Cap Sheet", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional).: One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type C3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special F:oofing Bitumen" 20 Ibs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers of Tvpe GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glciss fiber, 2 in. max. Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy :Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite,. wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type G1-'or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type GI or G2, adhered with hot roofing asphalt. Surfacing: "G'AF Fremium Fibered Aluminum Roof Coating ", 1 -1/2 - gal /sq or "GAF Weat.ier Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 • Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. NOTICE OF COMMEICEMEN1' A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERIIM NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain teal property, and in accordance with Chaplet T13, Florida Stabiles, the following information iS provided in this *like of Commencement. 1. Lepaf description of propin1y, and street address: 1276 N.E. 94 Street 2. Description of os : Reroof to a new Tile and Fla Cap sheet roof. 3. Owners) name address: Richard Hage interest in properly: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 NW 1 st Ave, Miami ,Florida 33168 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond S 0 0 t Landers name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom Tondos or other documents may be sewed as provided by Section 713.13(1)(a)7., Florida Statutes. Nine and address: N/A 9. to addition ao.ttknsetf. Owner designates the following moments) to receivti a copy of the Lienos's Notice as provided in Section 713;13(1)(0), Florida Statutes. Nance and address : N / A 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the duff of recording unless a dilfetett (4�!_�a PrinbeivitierOlattlic Sworn cto and stibscrit ed before me this 2 day of 7 Notary Public Print Notary's Name My Commission Expires 1276 N.E. 94 Street Miami Shores, Florida_33138 1111111111111111111111 I111111111I 11114111 1111 MY COMMISS10 #D000579 6XwaEC -• (nt -hoc 1f` rn5 Bonded Thru Notery Public Underwnhrs Miami Shores, Florida 33138 20 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a t •u c he original filed io tfhce on r / aj , A D 20 WITNESS my hand and Official Seal. HARVEY RUVIN, c. 't and County Courts By D.C. CFN 200480048509 OR Bk 21990 P9 4464; t1P9) RECORDED 01/22/2p04 12:43:49 HARVEY RUVIN, UM OF COURT MIAMI -DADE COUNTY FLORIDA LAST PAGE prepared by Carlos Arocho Quality Roofing Contractor, Inc. Address: 13800 NW 1 st Avenue Miami ,Florida 33168 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -122 Printed: 2/4/2004 Applicant: PHYLLIS HAGE Owner: HAGE PHYLLIS JOB ADDRESS: 1276 NE 94 ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 - 0382 Parcel # 1132050100150 Building Permit Page 1 of 1 Legal Description: MIAMI SHORES BAY VIEW PB 40 -16 LOT 17 LOT SIZE 75.000 X 132 OR Fees: Description Amount FEE2004 -1096 Building Fee $325.00 FEE2004 -1121 CCF $8.40 FEE2004 -1122 Training and Education Fee $2.80 FEE2004 -1124 Technology Fee $8.13 FEE2004 -1125 Scanning Fee $9.00 Total Fees: $353.33 Total Fees: $353,..,33 e Total Receipts: — 00 Permit Status: APPROVED Permit Expiration: 7/31/2004 Construction Value: $14,000.00 Work: RE -ROOF FLAT ROOF AND COLOR THRU TILES Signed: (INSPECTOR) C �G 1G25 FEB 0 6 PAID 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: c- I o