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1270 NE 94 St (9)Owner's Address Contracting Co. Qualifier PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 4/99 Job Address /0770 /7f 9 S 7 Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 4,51 A2 7e) n 48 fl2 - State # ,e(' /s Municipal # Architect/Engineer Bonding Company Mortgagor 4 L„. /.1.0 7)2 r/l Master Permit # Phone O3 7.57 ?3 Address J6 80 , D7 tt) SS# , (. Phone 83I 2e S" Competency #01 0 Ins. Co. Address Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFIN a PAVING FENCE SIGN WORK DESCRIPTION die /loR / r �� L, , , „ l r �/ / � S . a-:in pay 9 44.= Square Ft. .3n6 ,3f' Estimated Cost (value) / e6 0 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 perfonned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 1 � `k (4 99 Signature of owner and/or Condo President Date 41 AM I Notary as to i,` er and/or C , � , : : eii `fig' • /`" JUDY CATALFWO NOTARY ? UBI IC STATE OF FLORIDA CC4tiM It.5:0N NO. CC546324 ' C (» ft iIXION EXP. APR. FEES: PERMIT APPROVED: Zoning Mechanical President Date RADON C.C.F. Buildthg 4*/ f Signature of Contractor or Owner - Builder Date N 0 4 //61fi ctor or Owner -B der Date JUDY CATALFIN'O NOTARY PUBLIC STATE OF FLORIDA commisStON NO. CC54C> ,4 Y COW,€STON EXP. APR. Notary as to Con M NOTARY Electrical BOND 0 O TOTAL DUE .9 h 1- Zv Plumbing Structural Engineer Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. , � a. Contractor's Name: Job Address: ROOF CATEGORY sy Slope Application) ❑ (Nail -On Tile) - ❑ (Mortar - Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof )tRe ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft) JECIL Sloped Roof Area (ft) -�— Total (ft') 3C0 Master Permit No. Exposure category (per ASCE 7-88): _C Building Classification category (per ASCE 7-88 table 1): L , \.)-(AfkIZO \ O ( c) X15 ROOF HEIGHT AND SYSTEM DETAILS (Draw details u needed) Ft. A l5 Pt. X Deck type: IX , )),ITI0a2 ATTACHMENT Fastener Type: / /'y t/ / s2s 7e_ SPACING Field: Perimeter: Corner: DETAIL I & 2 Page -I /0 Z, k. ROOF PLAN a a PRO i ii T CONTROL NOTICE OF ACCEPTANCE GAF to i Is Corporation 1361 dl .s F d Wayne' 3 7470 Your a .11ctt on for Product Approval of: GAF . er TO Afodifed Bitumen Ronf Systems for Wood Decks under ap 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Constr4 do , nd completely described in the plans, specifications and calculations as submitted by: Dyna/eF r E ineeri:g, Inc., Factory Afrhuoi Research Corporation, and Underwriters Laboratories, Inc. • , has beep rec mended for acceptance by -the Building Code Compliance Office to be used in Dade County, Florida under t$ sp fic conditions set forth on pages 2 -60 and the standard conditions on page 61. This a.. oviI shall not be valid after the expiration date stated below. The Building Code Compliance Office reserve e `iFht to secure this product or material at any time from a jobsite or manufacturer's plant for quality control II sting If this product or material fails to perform in the approved manner, the Building Code Compliance Office : y eke, modify, or suspend the use of such product or material immediately. The Building Code Compli# ce 'D ice reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office tfi t i product or material fails to meet the requirements of the Building Code Compliance Office that this product I• m t rial fails to meet the requirements of the South Florida Building Code. The expl se Q such testing will be incurred by the manufacturer. /4 i i , / ....„.... „..•:. i': ( r ` Accepta'n e Nq.: 97- 0804.14 Revises No.: 95- 1003.03 Explresi 11/06/00 1 T 1S THE COVERSHEET SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONB!T:ONS BUILDING CODE COMMITTEE This app aft) for Product Approval has been reviewed by the Metropolitan Dade County B.uijdins Code Compliat} e 0 ce and approved by the Building Code Committee to be used Dade County, FI rid3 under the condition set rth above. i', . Approved. Raul Rodriguez Product Control Supervisor - Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County GAF years. Appli art GA1 ' 1a trials Corporation 1361 Ips Road Wayp , N. 07470 Cate S ub- Type► Sub -t GAF • d c s a wide range of roof products for built -up roofing systems. The modified bitumen produ t. in ude both APP and SBS products in smooth, granule and fire rated versions. in addition, GAF a er vo ply modified systems to meet the specification requirements for multilayer SBS modified specific ti GAF pr •d s are distributed through a wide network of roofing wholesale distributors throughout the South on • area. GAF pr vi • warranted systems over various insulated and non - insulated substrates, copies of which can be;•bta ed from GAF and can be found in the Ruberoid Modified Bitumen Application and Specifi ti•i manual published annually. GAF rt.f s tem assemblies have been extensively tested at Factory Mutual Research Corporation and Underw ite Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM n 5 17 test requirements. •- 7 to to i PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System ry: Built -up Roofing • Modified Bitumen APP and SBS Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description Is Corporation has been manufacturing commercial roofing products for more than 100 Frank Zuloaga, Roofing Product Control Examiner • Insula i Wood Mate i l Matet'i 1 Woocl Note:; Fi e N � M t B: alt Wool P ire P isocyanurate C • posite Board pd Fiberboard H li Density Wood Fiberboard R • kwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Page 3 01'61 Product Control No: 97- 0804.14 classifications and maximum design pressures do not reference all assemblies over all deck . Review system listings for design pressures and the Underwriters Laboratories Roofing rials Directory for Fire Classifications. Frank Zuloaga, Roofing Product Control Examiner IJAF A • alt 5, 55 gallons - ASTM D 41 Con rct 'rimer GA .M ral Shield® 60 Ib. bags ASTM D 1863 Gra'tule ' GAr W herCoat® Ern sio GAP ium Fibt d uminum Roo Co : ng GA1{{.. I et • l k All Weat astic Ceni GA1LA #7510 GAF Ulti GAF duct GAF LA Flex PJ 6 GAF L Ply 4® GAF e Llifaced Miner:I Cap S ee TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT #80 2 Sq. Roll ase Sheet 70 lbs. /roll Ply 6® C ♦.Cf21 .1.0 c• o+ roc Test Dimensions Specification 5 gallops. ASTM 1227 1, 5 gallons ASTM D 2824 1, 5 gallons ASTM D 3019 ASTM D 3409 3 sq. roll ASTM D 4601 75 lb. roll ASTM D4601 ASTM D 2178 ASTM D 2178 5 sq roll ASTM D 2178 76 lb. roll ASTM D 3909 5 sq. roll 45 lb. roll 5 sq. roll 45 Ib. roll Page 4 of 61 Fibered aluminum coating. Product Control No: 97-0804.14 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type IV asphalt impregnated glass felt with asphalt coating. • Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. rank Zuloaga, Roofing Product Control Examiner ii GAIL' She4 Fa st. Gal‘i I NT Poly Rubi Rub4 Grail RUB SmoQ RUB PLU4 RUB 170 RCP RUB Sm RUB. Grany Test Product duct Dimensions Specification Description Base PA 114 Base sheet fastening assembly. i d Plate Plates 3" and 3 '''A" PA 114 Round galvalume stress plates. ene Plates 3" and 3 '''A" 1.5 sq. roll PA 114 Product Control No: 97- 0804.14 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with 103 lbs. polymer modified asphalt and surfaced with mineral granules. MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with 87 lbs. polymer modified asphalt and smooth surfaced. MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with 102 lbs. polymer modified asphalt and surfaced with mineral granules. MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. MOP FR 1 sq. rcll ASTM D 5147 Non- Wc''cn pc,13cs;cr n,ot cc,atcd %,; ;11 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, 87 lbs. asphalt modified bitumen membrane, smooth surface. 1 TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, 102 lbs. asphalt modified bitumen membrane, granule surface. fl Page 7 of 61 Frank Zuloaga. Roofing Product Control Examiner • Tin #14 Grip Hextit Stancl iird 1�1 Plate 1S0 9 '- E'NRc i ISOR f uct MB utr i urn roof coatih Dens- De. #12 •of P P tener Hexci F . ner stic Test Product Dimensions Specification Description Page 12 of 61 Product Control No: 97- 0804.14 Manufacturer Min. 32 ga. x Corrosion resistant circular generic 1 ` /•" discs. PA 121 Aluminum roof coating Grundy Industries (with current PCA) various PA 110 • Gypsum insulation board. Georgia Pacific (with current PCA) PA 114 Insulation fastener for steel 1TW Buildex or wood decks (with current PCA) PA 114 Insulation fastener steel, 1TW Buildex wood or concrete decks (with current PCA) PA 114 Insulation fastener ITW Buildex (with current PCA) PA 114 Insulation fastener ITW Buildex (with current PCA) PA 114 Insulation fastener and 1TW Buildex metal or plastic plate (with current PCA) 3" round PA 114 Polyolefin plastic plate ITW Buildex (with current PCA) various PA 110 Polyisocyanurate foam International insulation Permalite (with current PCA) various PA 110 Polyisocyanurate foam NRG Barriers. Inc. insulation (with current PCA) various PA 110 Polyisocyanurate foam / NRG Barriers. Inc. rockwool composite (with current PCA) insulation Frank Zuloaga, Roofing Product Control Examiner st dentificr Facto ' M t al Research CorPo do Facto Mt t al Research Corpo tio Facto - Mt t al Research Corpo lio Facto MLt al Research Corpo 1 tio n Facto M t al Research Corpo io Facto 'tut al Rcsearch Corpo. ior1 Facto utt al Research Corpo for Facto Corpo Factor) Corp. Name Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 sr Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 al Research Wind Uplift FMRC 4470 -PA 114 u t al Research Wind Uplift, FMRC 4470 - PA 114 Factory utt{al Research Wind Uplift, FMRC Corp. !! 4470 - PA 114 Trinity' 'ngin ering Wind Uplift PA 114 Undcrw item Fire Resistance Labora•rie9, ( Inc. Classification II UL 790 - PA 114 Dynate' En l g Uplift Wind lift P Corpor on: PA 114 TEST REPORTS Report FMRC 1996 J.1. OT4A 1.AM J.I. 1V8A4.AM J.l. I R I A6.AM J.1.0T2Q4.AM J.1. 0Q6A6.AM J.1.3X3A2.AM J.I. 0Y9Q5.AM J.I. 1B9A8.AM J.1.3D4Q2.AM 4483.04 97 -1 R1306, 87NK11819 #3600.02.95 -1 Page 16 of 61 Product Control No: 97- 0504.14 Date 01.01.96 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 09.04.97 04.30.97 06.06.97 . 01.01.93 02.02.95 /` rank Zuloaga, Roofing Product Control Examiner est Name Report Date en /Identifier Dyn ectj ngineering Wind Uplift #4482.02.95 -1 02.02.95 Co . rat •: PA 114 St•SL1 +•RR +SAS' Page 17 of 61 Product Control No: 97- 0804.4 ran Zuloaga, Roofing Product Control Examiner dann rtwi► - 1 T 1.1 lnS w it` Q : I I c!c_, r .■•■•■.av rr Mery ran5 Type: Deck ype 1 Dcck cription: Syttc TyQe A(2): All cra and Base eel: Ply S Memtij ne; Surfac ¢: Maxim ,i D�sign Pressu Maxim Fire Classifi : tioni Maximl Sldpe: Specific • ion o.: SBS Wood, Non - insulated New Construction or Reroof 19 / 22 " or greater plywood or wood plank decks Base sheet mechanically fastened. System Limitations shall apply. Product Control No: 97- 0804.14 GAFGLAS N75, GAFGLAS N80 Mime" Base Sheet, GAFGLAS PLY 4 ®, GAFGLAS® PLY 68, GAFGLAS FlexPlyTM Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 ' / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o:c. in two rows staggered along the centerline of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS PLY 68 Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid8 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTm SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBERO1D8 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gray el ;,r s,::� zrplied it z00 Ib.sq. and 300 ib..'sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 1b. /sq. + 15 %. -45 psf (See General Limitation N7) 'A'. See General Limitation O. 2 ":12 "; See General Limitation P3. Page 22 of 6 I Frank Zuloaga, Roofing Product Control Examiner Aiemlrane Type: SBS Deck ) Type 11: Wood, Non - Insulated, New Construction, Reroof Deck • escr ption: / or greater plywood or wood plank Syste ' Type A(3): Base sheet mechanically fastened. All G eras and System Limitations shall apply. Base eet; Ply SI - t: Mem Surfac 1 . I ne: Maxin m Dfsign - GAFGLAS® #75 Base Sheet, GAFGLAS #80 UltimaTM' Base Sheet, GAFGLAS STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates 12" on center, in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" OC in the field of the sheet. (Optional) One, two, or three plies GAFGLAS PLY 4® GAFGLAS FIexPIyT" 6, or GAFGLAS® PLY 6® Ply or GAFGLAS FlexPly 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule. RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD®. fully adhered in an approved asphalt at an application rate of 25 Ib. /sq. ± 15 %. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. Pressu . -45 psT (See General Limitation #7) Maxi! Fie Classi atiotj: 'A'. Sce General Limitation #2. Maxim . S1 pe: 2 ":12 "; See General Limitation #3. Specific tion�No.: Page 24 of 61 Product Control No: 97- 0804.14 • Frank Zuloaga, Roofing Product Control Examiner • Membrane Type: Deck Type 1; Deck Description: System Type E -2: RUBEROID® Tile Undcrlaymcnt, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Ply Sheet: Membrane: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non- insulated 19/ or greater plywood or wood plank Product Control No: 97- 0804.14 ASTM 2626, GAFGLAS GAFGLAS #80 UltimaTM Basc Sheet, STRATAVEN'T® Nailable, or RUBEROID® 20 base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90") to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap. and two 12" o.c. staggered rows along the center of the sheet. (Optional) one. or more plies GAFGLAS PLY 4 ®, or GAFGLAS PLY 6 t Ply or GAFGLAS FlcxPlyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One ply RUBEROID® MOP, or RUBEROID® MOP PLUS, membrane may be applied at a right angle (90') to thc slope of the deck* adhercd in a full mopping of Type IV asphalt applied within thc EVT range and at a rate of 20 -40 lbs. /sq. Membrane shall be backnialed to deck with approved annular ring shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tincaps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e, strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Must comply with Metro-Dade County Roofing Application Standard PA 115. Must comply with Tile System Fire Classification Must Comply with Metro -Dade County Roofing Application Standard PA 118, PA 119, I'A 120 Page 56 offs) Frank Zuloaga, Roofing Product Control Examiner • ^'1 • 11! Ill I N 1: 1 I i i Woo 4 De k System Limitations: 1. F of te • th ca ' 2 Al ap A fas 4.'/ te spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') 95 f or greater as tested in compliance with Merto-Dade County Protocol PA 105. If F' as ted i below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing W; hdrawal resistance value taken from Merto -Dade County Protocol PA 105 and cut ons in compliance with Metro-Dade Roofing Application Stanadrd PA 117. st dard insulation panel sizes are acceptable for mechanical attachment. When panels are Ile in hot asphalt, maximum panel size sha11 be 4' x 4'. a. ` Fa t$ner spacing for insulation attachment is based on a Minimum Characteristic Force (F') of- 27 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Ap ication Standard PA 1 1 7. If the fastener value, as field tested, are below 275•1bf. insulation att c iment shall not be acceptable. required 9 ' eet is uired with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically en base or anchor sheet. yP gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner' ;• it GENERAL LIMITATIONS Product Control No: 97- 0804.14 phalt shall comply with ASTM D 312 type III or type IV requirements, and ved by applicant. 2 ir$ atings are determined by a combination of slope, deck type and assembly. Refer to nt Underwriters Roofing Materials Directory or other fire testing data listed in the g file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of ouch Florida Building Code. • mum slope range shall vary for each system; consult current Underwriters ratories Roofing Materials Directory and manufacturer's specifications for fiance with design criteria for each project. Page 58 of 61 verlay and/or recovery board insulation panel is required on all applications over d cell foam insulations when the base sheet is fully mopped. If no recovery board is install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; ip mopped 8" ribbons in three rows, one at each sidelap and one down the center of heet allowing a continuous area of ventilation. Encircling of the strips is not table. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. alt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: attached systems shall be limited to a maximum design pressure of -45 psf. Where TAVENT Perforated is used over approved isocyanurate foam insulation, the um design pressure is limited to- 60psf. ork shall be performed by a contractor licensed to do roofing work in Metro - Dade . Contractor shall be familiar with the details and specifications published by the acturer, and the requirements of the SFBC. ubmission of system specifications and details shall accompany the Section I1 ng Code Permit. This information is available in the publications listed in the m Description' of this Product Control Approval. The submission of these ents, as well as the proper application and installation of all materials shall be the sponsibility of the contractor. 1•k Zuloaga, Roofing Product Control Examiner eter and corner areas shall comply with the enhanced uplift pressure of these areas, culated in compliance with Chapter 23 of the South Florida Building Code. Fastener ties shall be increase for both insulation and base sheet as needed calculated in compliance Metro -Dade County Roofing Application Standard PA 117. (When this limitation is fically referred within this NOA, General Limitation #20 will not be applicable.) Page 59 of 61 Product Control No: 97- 0804.14 ttachment and sizing of perimeter nailers, metal profile, and/or flashing termination ns shall conform with Metro -Dade County Roofing Application Standard PA 1 1 1 e wind load requirements of Chapter 23 of the South Florida Building Code. ings shall be installed according to the manufacturers standard details, and may be ed in cold application adhesive, approved asphalt or may be applied in conjunction an approved torch applied modified bitumen membrane. Specific details, approved e manufacturer, shall be submitted with the Section II Permit Application. All details comply with the provision of the South Florida Building Code. ner spacing for base sheet attachment is based on a Minimum Characteristic Force alue as tested in compliance with Metro -Dade County Protocol PA 105. if the fastener s as tested are below those listed in the System Limitations, a professional engineer may it a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - County Protocol PA 105 test report and calculations that comply with the wind load rements of Chapter 23 of the South Florida Building Code and Roofing Application Standard 17. ner spacing for insulation attachment is based on a Minimum Characteristic Force alue of 275 Ibf., as tested in compliance with PA 105. if the fastener value, as field tested, low 275 lbf. insulation attachment shall not be acceptable. alt moppings shall be with applied with approved asphalt and shall be in compliance equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or tickets shall indicate an EVT, t:; ;fished blowint (FBI) and flash pc,irit. and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South l� a Building Code. ation may be installed in multiple layers. The first layer shall be attached in fiance with Product Control Approval guidelines. All other layers shall be adhered 11 mopping of approved asphalt applied within the EVT range and at a rate of 20-40 q., or mechanically attached using the fastening pattern of the top layer. Refer to factures s literature and/or the NRCA Roofing and Waterproofing Manual for correct cation procedures of insulation panels in approved asphalt or adhesive, which shall ply with provision of Roofing Application Standard PA 117 4 •11■./ rank Zuloaga, Roofing Product Control Examiner 1 T T •d 19 nr1d+lt current Underwriters Laboratories Directory for the appropriate coating for each g assembly to obtain the required fire rating. The assembly shall be installed in compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for um fire classification. 20 14 tandard panel sizes are acceptable for mechanical attachment. When applied in ved asphalt, panel size shall be 4' x 4' maximum. 15 n re covery/re- roofing applications, prior to the application, all existing roof surfaces used as a ng substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for resistance. Test pressures shall be calculated in compliance with the wind Toad cments of Chapter 23 of the-South Florida Building Code to the design pressure of the roof. 16 n r{e -roofing applications, moisture content in an existing roof must be in compliance with 'Io 3401.10(m), (n) of the South Florida Building Code. 17 ' ^n h ood materials shall be stored on end and on a clean, flat and dry surface. 18 uired, any Factory Mutual Approved vapor barrier in conjunction with 'proprietary ved adhesives may brused prior to the application of the insulation layer. or aximum designed pressure limitation listed shall be applicable to all roof pressure (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be tted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended s, and corners). (When this limitation is specifically referred within this NOA, ej Limitation N7 will not be applicable.) bs0 +cg8 + s Page 60 of 61 Product Control No: 97 - 0804.14 rank Zuloaga, Roofing Product Control Examiner erials Corporation Road 07470 NOTICE OF ACCEPTANCE STANDARD CONDITIONS j R nN of this Acceptance (approval) shall be considered after a renewal application has been filed and the or gln submitted documentation, including test supporting data, engineering documents, are no older than ei ht 8 years. 2 A all approved products shall be permanently labeled with the manufacturer's name, city, state, and the fo to r g statement: "Metro-Dade County Product Control Approved ", or as specifically stated in the sp conditions of this Acceptance. R e a� of Acceptance will not be considered if. re has been a change in therSouth Florida Building Code affecting the evaluation of this product and p roduct is not in compliance with the code changes; b) product is no longer the same product (identical) as the one originally approved; c) 1 a Acceptance holder has not complied with all the requirements of this acceptance, including the ect installation of the product; d) T fi t � engineer who originally prepared, signed and sealed the required documentation initially submitted, longer practicing the engineering profession. 4 A . revsion or change in the materials, use, and/or manufacture of the product or process shall automatically bt aide for termination of this Acceptance, unless prior written approval has been requested (through the fill g revision application with appropriate fee) and granted by this office. e following shall also be grounds for removal of this Acceptance: nsatisfactory performance of this product or process; isuse of this Acceptance as an endorsement 'army product, for sales, advertising or any other oses. 6 Tb- Nit1 a of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the date may be displayed in advertising literature. limy portion of the Notice of Acceptance is ex disc lay , then it shall be done in its entirety. 7 A e 'py o this Acceptance as well as approved drawings and other documents, where it applies, shall be pro id to the user by the manufacturer or its distributors and shall be available for inspection at the job site at a I ti s. The copies need not be resealed by the engineer. • 8 Fall re comply with any section of this Acceptance shall be cause for termination and removal of Acc p . te. 9 ThI Ae ptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Product Control No: 97- 0804.14 ACCEPTANCE NO.: 97- 0814.14 APPROVED: November 6, 1997 EXPIRES: November 6, 2000 Frank Zuloaga, Roofing Product Control Examiner • room - M aw Latino b�inD as are 1 1<Y4 nbranec se Chlg t d;fec* •1i. - y e laid MAW e. 1 -1/2 ....rd�:... .. - .- .._.►+.- -ter. .� .- • ROOF COVERING MATERIALS (TEYT) ROOFING SYSTEMS (TGFU) -- Continued Base Sheet ( Optional): One or more layers Type 61 62 or 63. Membrane: One or more layers of 9iuberoid Torch' (smooth 9 1uberoid Torch Pod (granule),'Ruberoid Mop' (granule) or 'Rubero Mop Pod (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal/sq. Bede C -15/32 am 1/2 urethane. Insulation: One a more layers pedlar, glass fiber. isocya � nurate corn perfite/ur thane composite. phenolic. 1 1 thickness (from plywood joints 6 in.) Base Sheet One a more layers of Type 62 or 63. • - - - - 'KT Sheet (Optional): One or more layers el Type 61. , Membrane: One or acre layers of 'Ruberoid Torch' (smooth or granule). •brberoid Torch PUd (granule),'Ruberoid Mop' (smooth or granule) or 'tuberoid Kop Plus' (granule). facing: Karnak No. 97.1 -1/2 - 3 gaVsq. S. Base Sheet (Optional): One or more layers of Type 61.62 or 63. Me nbrane: One or more layers of'Ruberoid Toed►• (smooth or granule), 'Ruberoid Turd+ Pod (granule). gyfad Optional: Karnak . 97' or •16r at 1 -3 gal/sq a Grundy • Ind. "20 F Emulsion at 3 gal/sq. 6. Bede C -15/32 Incline: 1/2 Insulation: One Or more {ayes pedite. glass 'fiber, 3/4 in. min, • tsocyanwrate, ored►ane peditefisocyanurate coQposite. Peat /urethane composite phenolic„ 1 -1/2 in. min. Sae Sheet (Optional): One or more layers of -Type 61.62 or 63. landwane One or more layers of 'Ruberoid Torch' (smooth or granule). - lord+ Pbd (granue),'Ruberoid Mop' (smooth or innate)or libber* Mop fie (granule). • f, cede 0415/ Incline 1/2 isr:dlatioa (Optioad) :One -or more Layers pedite. wood fiber. . isocyanurate, Cr oodfi pe socyanur tt c rate aomp -urethane composite. wood flber/isocyanurate composite, pher phen a6c. .. Rase Sheet Two or more layers of Type 62 «r,3. - -- fly Sheet (Optional): One or more i> of Type 61. Membrane One or sore byes of'Ruberoid Tordr' (smooth or granule). Wberoid Tordr thud (granule), 'Ruberoid Mop' (smooth or granule) Of 'Ruberuid Mop Pod (granule). Sorfadaw Karnak No. 97. 1-1/2 - 3 gal/sq or graveL lmcdatfore One or more layers pedite. glass fibre 3 < in. mein. g prmnrate, urethane, petite ranuate a mposfe. t / urethane loos. composite, pheno 1- h arin. Nese Sheet (Optional): One or more layers of Type 61.62 or 63. Membrane One or more layers of'Ruberoid TorW (smooth granule) r,;�t eroid Torch Plus" (grarule),'Ruberoid Mop' or kiwi luberoid'Mop Plus' (granule). y..R ng: 'AL MB Aluminum Roof Coating 1-2 gaVsq- O. Insulation (Optional): One or more layers petite, glass fiber, 3/4 in. h min. leocyacurate. urethane, periiteff0c!anurate composite. perbW : vethane composite, Phenolic. 14/2 in. ern. • Base Sheet One or more layers of Type 62 %6AwlAS 875 Bus Sheet'. thzhot mapped or mechanically fastened in place- ,� Ply Sheet One or more lay r' 'd Tyr- GI 'GAFG11 Ply 4', hot mop; !d M et in pia Ce" ranule�. Membrane: 'Ruberoid Mop FR ' (g 4irw Surfed:1g (Optional): GAF Rbered Aluminum Coating at 1 -1/2 gaVsq or ".: GAF Weather Coat Emulsion at 3 gaVsq - 1Q Deck C -15/32 In ra e b . iirm dine: 1/2 J . Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. Pin; isocyanurate, urethane. perlitefisocyanurate composite, pertite/ iteethane composite. phenolic, 1 -1/2 in. min. lase. Sheet One or more layers of Type 62 9:AFGIAS 175 Base Sheer. mopped •ar mechanically fastened in place. • -• Cot 'wwus Sheet One or more Layers of Type 61 'GAFGLAS Pry Ply 6' hot mapped in T " .Membrane •Ruberoid Torch fit' (granule). • Sarfadng (Optional): GAF Rbered Aluminum Coating at 1-1/2 gaVsq or -W bleat er Coat Emulsion at 3 gaVsq. C -15732 • Iodine. 1/2 „ I>atdationn: Isocyanurate. 2 in. min., wood fiber, perlite or glass fiber, thidmess, fat mopped Of mechanically fastened in "lace. Joints 6 in. Ease:Sheet One or more layers of Type G2 'GAFGIAS 175 Base Sheer, hot mopped or mechanically fastened in place_ Sheet (Optional): One or more layers of Type 61'GAFGIAS Ply f' or 6"-hot mopped in pacer. • Membrane-. 'Ruberoid Torch Fit' (granule). erg (Optional): GAF Rbered Aluminum Coating at 1 -1/2 gaVsq or la ther Coat Emulsion at 3 gal/sq. • LOOK • MARK ON PRODUCT ROOF COVERING MATERIALS (TEYQ ROOFING SYSTEMS (1GRJ) - C rtbUUed 12. Dedc C -15/32 Incline: insulatio Opdoaal): Tsocyarurate. petite anes �erned « fiber. � thid hot mo or aedw+ioUY in place. binds offset 6 ia-c• Base One or more layers of Type 62 %AFGLAS 1175 Base Sheet hot mopped or mechanically fastened in place. ` , « � r. Ply oopp in p�laoe. amore layer of Type 61 A (, • - Membrane( i o 4: GAR Alu minum Coating at 1 -1/2 p/sq Surfadog (Optional): _ _ . GAF Weather Cast Emulsion at 3 g3Vsq. •�.'. • 113. te ary � (Optional): - mopped or mechanically In • birds offset 6 fa - cat Base Sheet One or mote layers of Type 62 %AFGLAS 175 Base Sheet hot mopped p ooa1�: One • or more byes of Type 61 %AFGLAS P 6' Ply Sheet Sheet ( p1s� Membra� ne Ituberoid Tordr r (gran e). - Srafadog (Optimal): %AF Rbered Mumuwni Coating' at 1 -4/2 gal,/' or GAF Weather Coat Emulsion at 3 oaliasqd.inc 1/2 m 14. O bea NC nurate. wood fiber petite. board, any ti;doses;, loot mapped or aechanicaf fastened ed in plat hints offset 6 to d '6AF6lAS 875 flare Shed, b Sheet One of mote layers 4011 ` ed eet� :Ode arwrore gayer: of W GLAS Pd a<' uar' l bad 'Rst Torch fr (granule). Me �� Membranee atiner Coat touLdon applied* B : .6AF Rbeea Mamba: Tasting at 14/2 gal/sq. - h isublion (Wood): Rate. fiber glass. Isocyan rata. =thank Pe' - bocyirurrale eampossbe or phenolic- or 63 base sheet: rcpt - lase Sheet One ern mow byes Type 62 or mechanically fastext } ( y Sheet ( Optoaal : One or more layers Type 61, lot mapped in ph Membrane: Mop fil• et liaberold Mop 170 RC (grannie). 16. � C-� 2 Incline 1/2 • (°� � '"t' isoojanucati of Type 6-2 or -3 base lbeet. mopped or mechaniadly bstened. . Ply Sheet (Optional): One or more buyers of Ire. 6-1. bct arc One layer of "Unfold Torch' or'Rubeoid Mod (Smoot Membrane bye+ of 'Ruberoid Torch fir or 9tu beroid Mop ra 17. lade Insulation l tion (Opp: Petite fiber wood fiber, lam urethane. pertite/lanonurate composite or phenolic. Base Sheet One or more layers Type 62 or G3 base sheet, bat mop or S heet Opt fastened. «� layers T 61. hot mapped in bier' M Sheet (Optional): l a er o ' Ruberold Plop FR' o 'Ruberotd Mop 170 • Membrane: One layer (granule). - • 18. Cede NC Petite. fiber ��"c fiber, fin• urethane, haane, p er tit e f eal) $nuote composite ix phenolic urtne. eAibefisocya Base Sheet (Optional): One or mom: layers of Type G-2 Of 6-3 bz j • sheet, hot mopped or nedsanically fastened. Type - 6-1, hot . - •- Ply Sheet (Optional): One or more layers ype . Membrane .One layer of 'Ruberoid Torch' (smooth). 'Ru bei� M c • (smooth). Membranes One layer of 'Ru beroid Torch FR', 'Rubercid Mop •fit' 9tuberoid Mop 170 FE' (granule). • 19. won (Optional): 'one or more la in of perttee. stabs fi b +wane. urethane, pelitefisocyanuare composite or phenolic, G1 or G2, hot capped or adhered N'• Base Sheet One Co. more pt's n �. 6160' cob! appti Karnak Chemical o. 9b. 81' or Gibson-Homan adhesive at 1 -1/2 gal/sq. �. of 7tuberoid Mop 170 f ,Membrane: One layer of "Ruberoid Mop (granule), hot mopped or adhered with Karnak Chemical Co. 910. 81" Gibson -Homan 9b. 6160' cold applied adhesive at 1 -1/2 gat/W- 20. Oedc (-15/32 - Iodine: 1/4 Insulatiorc Polyyisocyanurate. any thickness. . - • ` •w Base Sheet %AFGLAS 175' (Type 62), mechanically ettadred. r Registered Architect and /or Engineer MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby u'nde 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 ._ ... i _.. :26 , 19 -77 �^ M Owner's Name and Address ......t� / /� 1 �.� t 7�l �Kl X!N .... No. c1.. .�..._... 9 /� • ( - $ /�Ece 1/ _,J Name and address of licensed contractor Location and legal description of lot to be built on: Lot ./S Block Subdivision f l Street and Number where work is to be done. . [2,710 __._/jJ XL State work to be done and purpose of building (by floors).... ./' /) ��( %� ' � f.._ �._� %!_���I � STATE OF FLORIDA, COUNTY OF DADE. j ss. Disapproved '2 Date.__ (Signed) Building Inspector(' New Building Remodeling Addition Repairs To be constructed of Kind of foundation Roof Covering . -V.l c -� — Estimated Total cost of improvements $.•• 05:0 Amount of Permit $■` / S c' 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 Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)... Notary Public, State of Florida and for no other purpose. No. of Stories 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._ /9 Date V G / ? Read, Sworn to and Subscribed before me. My Commission Expires to me well known, 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 fee of 31.00 will bc charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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, llorid.t, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Ow-nci s Name and Address . therein by him stated are true. Permit No.. / (4 3 Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT ' .LS.... Sill, •,•,,, •,,,'t••,,n,. t, .1. Registered Architect and/or Engineer Name and address of licensed contr actor... 1A ,...,Eo Co Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done. z 1 State work to be done and purpose of building (by floors). Remarks (Signed) Date..._.. _ StreetAi& -.9.&. peared _..._ . .7 p -> — . .. .a 1- 5D .>f.L- ..I.Q.._ 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 $.... -// 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, Permanent Sop 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 performed under this permit, as are licensed by Miami Shores Village. 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- 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 Read, Sworn to and Subscribed before me. Disapproved E- ate � Notary Public, State of Florida (Signed) Buildin nspector My Commission £ape` ....... _ ......... ........ _...... _..._.._..._,__ ___. PLAN, G 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 fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection otr faulty materials and /or workmanship. MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ Date 19__ 7 ELECTRICAL ❑ PLUMBING ❑ PERMIT NA 9331 Contractor's j",-. f ROOFING License No. % ( ❑ Work to be performed under this Permit Owner of v � ,,, :, r <; - � / 3 Building /-` / /1„lf�k =t:!' l: 4 J' (xi (1,,,, r. `- s:- ,'r %' . / `r ~,.:) c.. , i " = N / Architect Contractor or Builder Legal La' 11 Description 11 B1 Address of Building This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed • / _ -r rt %'(INSPECTOR) BY In consideration of the issuance to me of this permit I ree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, draings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work ; done by either, myself, m4,agent, servant or employee. CONTRACTOR or BUILDER Subdi- vision Sq. Ft. Value of Project 11 Amount of Permit $ BY AUTHORITY PERMIT N? 13369 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot Work to be performed under this Permit CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE BI. Subdi- vision Value of Project $ 195 Contractor's License No Amt. 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 may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. • Signed • �' BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor r� or Builder � +.' . ° Legal Lot Description CONTRACTOR OR BUILDER ❑ PERMIT N° 7025 Address of Building / 1 / MIAMI SHORES VILLAGE, FLORIDA B1 Signed. , ti Subdi- vision Value of Project $ INSPECTOR DATF Contractor's License No. done by his agents, servants or employees. 4 • BY AUTHORITY 195 6t- Work to be performed under this Permit 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 may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statem §nts or specifications and that he: assumes responsibility for work In consideration of the issuance to me of this permit I agree to perform the work covered hereund r compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted 'to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or eratiloyee. Street and Number where work is to be done State work to be done and purpose of building (by floors) Disapproved (Signed) 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. Owner's Name and Address. g R ) egistered Architect and /or Engineer.. Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision 4 - 0 �t - Date Date No# 7d ' Street �5 -1/ Q � ,J d /ti4 > uJ i 3/ 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 $ . 4 t ° 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, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) %�y 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 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 f Segoing application, and that he did sign the same, and that all facts therein by him stated are,txtre. Permit No , co Date — Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PL NNINC 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 BUILDING INSPECTION DEPARTMENT APPLICATION FOR ': UILDING 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. Owner's Name and Address G f a 2 1 v a /1 State work to be done and purpose of building (by floors) Date Registered Architect and /or Engineer Name and address of licensed contractor t' u ci v u� t +� q �i /e g �� �y � . Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ,[ ? 4 ■• t • ' i( 81 No 3 S Street Ai MJ• SC £ Y nc S 7 ,19aiP 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 $ 90 0, o 0 Amount of Permit $ 5 O a 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, Permanent Supplement, and has complied with the provisions thereof, and ill require similar compliance from all contractors or sub- contracto s employed by him in the work to be performed under this permit; an will post or cause to be posted for inspec • on the site of the w such public notice or notices as are required by the Act. The undersigned agrees to employ only such sy ontr cos, L dp work to be 1 ' erformed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed) STATE OF FLORIDA, COUNTY OF DADE. j 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 1 ___3(0 Date 1 2=> Read, Sworn to and Subscribed before me. Disapproved Date ( Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Ap lived Date Disapproved Date N charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Ph ping Board. re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty m rials and /or workmanship. r i y Passed Inspector Comments - P -.0_,V i V S D Lb. 2PA-sz Clou-, e 62AlEaLc_Ta> r ) 4 /( mati.e.40 Failed Correction Needed 60,-R S PQ, /-44 Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Project: <NONE> inspection Ntimber'IN Inspection Date: 12/12/2005 Inspector: Grande, Claudio Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, December 21, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795- 2204 (305)756 -8972 Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Miami Shores Village, FL 33138- Block: er, rnt Number: _ RF -12 -05 -1496 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 786 - 277 -9540 Page 1 of 2 Ins riection Nu Inspection Date: 12/12/2005 Inspector: Grande, Claudio Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, December 16, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING False Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Ins riection Nu Inspection Date: 12/12/2005 Inspector: Grande, Claudio Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, December 16, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 786 - 277 -9540 Page 2 of 2 $ Value of Work For this Permit • Miami Shores Village BUILDING . R E PERMIT APPLICATIO ; oci FBC 2001 Total Fee Now Due $ 3 10 (Continued on opposite side) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 VED Owner's Address , 2 O (•) S S T City M l 4.0'■ 5 044 State FL Zip 3 313 1.13 / Leve,L r' Permit No. — 1 4RL Master Permit No. Permit Type (circle): Building Electri Plumbing Mechanical Owner's Name (Fee Simple Titleholder) $ treADsErrniMhone # 307 ? (V - (O eS)4 0 Tenant/Lessee Name Phone # Job Address (where the work is being done) \XZ 0 4 l "A ST City Miami Shores Village County Miami-Dade Zip 3 313 Is Building Historically Designated YES NO ✓ Contractor's Company Name ?. k PMJ A v< R0 0 ft r Phone # 3 0.t" 7 S' `t ' -* M 1 Contractor's Address P. 0 • (3 �0 M City \ (a-+'• 1 State 1 G i — Zip 3 313'3 Qualifier State Certificate or Registration No. Certificate of Competency No. q 3 &300 y3 Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: � . 5 00 . Type of Work: ❑Addition Alteration ❑New I1 Repair/Replace - ❑ Demolition Describe Work: e J 0 1. e'1,ce wi a ,e � • di �/� � ` � � � J � Mori er t o rcrete ' la Ior*roi .8k 0,11 4 I.es +he 6etn4 colo r'+ile roo-1- sy -`-ei c*************************** F eaS * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 30 v CCF $ 8 . 1-0. CO /CC Notary $ Training/Education Fee $ Z - 80 Technology Fee $ 7 . Scanning $ . CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Naine (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 CONDITIONERS, 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. NOT Sign: Print: E * * * * * * * * * * ** Chc 05/13/03 Signature Owner or Agent The foregoing instrument was acknowledged before me this 5 day of CU— , 20 pa, by R.\Clr who is personally known to me or who has produced FL D R. LC. R° S'! DIP 1 45 ycc1f identification and who did take an oath. ELAINE C. PANAYIOTOU tic State of lea My comm. expires Marc 9, 2909 m . . DD 412467r My Commiss sn Expires: 3! acjkr1 *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ********************** ** * **** ************* ********* ** * ** * *** ********* k**** fr* * **** *** * **** * * **** ** * **** *** ** APPLICATION APPROVED BY: Signature Contractor The foregoing instrument was acknowledged before me this ( OC , 2006, b POLUd 1 ¥-O CA-) day of omission E \fouvQ. VetuaW wh is personally known or who has produced as identification and who did take an oath. J. VAZQUEZ it c4„, KAY ccitNNION # DD 415936 EXIA'�1pn�ft, * ** dr'° Bonded Thru Notary Public tindery/tors iF ��,, ry Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: i ATE OF FLORIDA, COUNTY OF DADE , HEREBY CERTIFY that this is a t cop " f the d of ,nymal filed in this off' on _ _ / , P.D 20_ O� NIT' -- . my ha . r s O'hual S, {A1'VEY HUVIN, CL i < Oyu ,andi,o i y _ ________ TAX FOLIO NO. 3205 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: (Al Q1 M h � Pe. 9 o _\ o t.• o r g 2. Description of improvement: f r R O O F(rJ G. (FLf T (,g. Cori'C.Rrt 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ava&. A-, 2o ...c �'2 ? o N F S' 7 . S- r-. f\ L J 13o IQ4tJ F L 33138 p w��R ($ Ar►, e A-s Pr4 0 v*--) 111111111111 1111 1 11111 111110111 11111 11111111 CFN 2CICI <1 x=.95196 OR Bk 23883 P9 4929; (fps) RECORDED 10/17/2(105 12:36:05 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE p. ►'Cawph-s p.0O'Ftr46. p.o.4o)( 531os't , Ml lI FL- 331Y3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: L1 -PrSE. P.o. $(1$ 2-%A. lo ck 6 CoLvn,.aus 0 44-l.o 432.2.4--0696 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 1)(a)7., Florida Statutes, Name and address: � 'R'VC.lZ A. Rio S -J) o ry a S't k S-c-. iti\ s\-)-o RI t L 3 3 ( 3 8 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differerat-e}ete is specifi L u�.cQ Signature of Owner Print Owner's Name Sworn to and su Notary Pub Print Notary's ' My commission expi 123.01 -52 PAGE 4 8/02 \o II`I0T C3R c4. Pt �s ribed before me this day of [Sid , 20 QS. is C1ow:1 e s: 31'2°+ let o 1I• Address: M% 1 s \ 33 (3e OT Notary Public. State of Florida y comm. expires Alarch 29, 7 Prepared by Vj Permit Receipt Permit Number: RF -12 -05 -1496 Invoice Number: RF -12 -05 -23020 Applicant: ANNA ROSENTHAL Company Name: Date 12/12/2005 Payment Type CheckNum Check 6323 Amount $324.70 Total Payment: $324.70 Monday, December 12, 2005 Page 1 of 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/18/2005 Applicant: ANNA Owner: ROSENTHAL JOB ADDRESS: 1270 NE 94 Contractor KAWALEK ROOFING, INC Local Phone: 786 277 - 9540 Parcel # 1132050100160 Signed: (INSPECTOR) Signed: (Contractor or Builder) uilcfing Pirnit Permit Number: [ P2005 -1496 ROSENTHAL ANNA ST Contractor's Address: P.O. BOX 531051 DEC 1 2 Legal Description: MIAMI SHORES BAY VIEW PB 40 -16 LOT 18 LOT SIZE "O 138 OR Fees: FEE2005 -13685 FEE2005 -13686 FEE2005 -13687 FEE2005 -13688 FEE2005 -13689 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $8.40 $2.80 $7.50 $6.00 $324.70 Total Fees: $324.70 Total Receipts: $0.00 112 Permit Status: APPROVED Permit Expiration: 4/15/2006 Construction Value: $13,200.00 Work: TEAR OFF EXISTING TILE ROOF REPLACE WITH NEW MONIER CONCRETE 9 " FLAT COLOR THROUGT ALL TILES THE 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. BY: Page 1 of 1 123_01 -48 5/03 PAGE 2 ❑ L ❑ Asph Shingles ermlt:No ctg&LNarn 0 Florida Building Code Edition 2002 H . h V • • • Hurricane Zone Uniform Permit Application Form. Section A (General Information) Process No. Pofl<ooI 70 NEg4 ROOF CATEGORY Mechanically Fastened Tile Mortar /Adhesive Set Tile Metal PaneUShingles ❑ Wood Shingles /Shakes Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stack Yes ❑ No �/ ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof Ly Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) . Total (SF) 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 elev : .i.e. pressure zones and ocation of parapets. r.■.■..■...■■u..■.. ■■ vu. u.■.■ u ■u..u..r.■ .muu■■......uu■■.■ ...■.M.■ .. r.. ■ C.0 .- w uu rc ..■ ■ uu... rG..■.■ msrp ■mm.•■m..r- r,■m..� ■..m.mr.■p■ m■.■C ■ ■moms I ■ ■■■Cmmumm...C.C■C■.•u..C.■r�, -- >.CC a■ .■■.■mC■'�■ ammo ospo uu■CC•m■ ■sumo■ .. u�b..■■.m■rtro*G■ummmummu■ummum ��i...C■■■ ..■...■..•■■ m■uuc■.muu•m!fimu.■ uuu■■ ■■■c...■■■ ■ ■...m.■ r ■■ ■ ..■■.■■ ■■■ u ■.■r.■. ■ ■ ■■i1 ■.►em■■mcnu■ ■ ■■ ■.■u■ ■■rl.s.■.. ■E C iIC .■ C......... aim■ uC■C... m■ umm u�a .■■■.■ ■..■m..u■■■■■.rr....u...■ ■ ■ ■■.. .m ... ...... ���■....•.m.. 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CC.■.■E..■ i■■. ■■■ E E ■■ �■■■■ ■■■■■ rrr.ru■..■. ■ ■■■■■ suss I■CC � E • 4111 ..■ EC.CCCC CCEC CC E .■. . C ■ r � ■ ■ C ■ ..0 • .EC.. CC ■ ICCCE■ ' gg CCCC.■■ ■CC.'CCCCCCC' C " .■ C■ C■ . ■ ■CCCC CCr� C C ■ CC r... ■. ■■■ niMennCCCEC "• ■ CCC ■■.■■■C.■ ■■ ■.■mommas.■ .■■ .....' C■ C' 1CCr. C .r� ■... ■....C......■...■. ■.C... Roof System Manufacturer: M0 V\ I e r Notice of Acceptance Number: 0a -at! L ()€ Minimum Design Wind P If Applicable (From RAS 127 or Calculations): P1: IIS P2: IOOLL P3: 1° Maximum Design Pressure (From the NOA Specific System): 1 i n C 1 g I 1 Method of tile attachment: PO v..d,h ye, Roof Slope: : 12 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Deck Type: Ridge Ventilation? l‘ 1 12301 -48 5/03 PAGE 4 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Mean Roof Height: i "W30 1± b(b V To4\1 ype Underlayment: nsuiation. 3o�� I - i -- IU / fk ire Barrier. astener Type & Spacing: dhesive Type: I vlr ype Cap Sheet. oof Covering: Type & Size Drip Edge: S;pal b ' o 3)C,3 % f ws Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier ?v NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. Mr Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof Slope 2: 1 2 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 27.1 282 30.0 Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the Mr values are greater than or equal to the Mr values, for each area of the root, then the tile attachment method is acceptable. (Pr: (P2: (P3: Section E (Tile Calculations) nt Basest Tile Calc ti Per RAS 127" Av f Mg: 1 I = 11�rt NOA Mr { Mg: ► ` NOA Mr - Mg: = M. NOA M V Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M1 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : z 1: = z w: = ) - W: x cos 8: _ = F NOA F (P : z l: = z w: _ ) - W: z cos B: = F NOA F' (P3 : x 1: _ : w: = ) - W: z cos 0: _ = F NOA F' 123_01-48 5/03 PAGE 5 Roof System Manufacturer: M0 v\ I er Notice of Acceptance Number: o a Ba l I I O€ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 9i- P2: 100017 P3: 00049 Maximum Design Pressure (From the NOA Specific System): 1 I L Method of tile attachment: PO fooLw c& h,.5 I Ve 1 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Roof Slope: : 12 123_01-48 5/03 PAGE 4 Section D (Steep Sloped Roof System) Ridge Ventilation? ICI Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation. MN- Fire Barrier: Mean Roof Height: 1 �' #30 Fe1i' I)(b �3o Fc If NM- astener Type & Spacing: dhesive Type: ype Cap Sheet: IJ f lcl J6 (4. ok -F l tri ng: oof Cover) ivtohier Eo r i h �A -f;" Type & Size Drip dge: 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 section.. 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 explained. ✓1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. v 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida ,,,, nn Building 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 owner should notify the occupants of adjacent units of roofing work to be performed. (j. ✓ 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. �fr " 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. I/ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. I/ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. o o ollt4 Owner's /Agent's Signature I5v' a.Y,d V\ & Date Contractor's Signature MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 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 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: Atlantis Shake & Slate Concrete 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 6. • The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC 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. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Aeencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete 1= 15" w = 10 3 / 8 " 1 ' /4 " thick 1' = varies w = varies varying thickness Test Specifications 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 PA 112 PA 112 Test Identifier Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, RecoverfReroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Aeency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Test Name/Report 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System NOA Expiration Approval Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 No.: 02- 1211.08 Date: 12/16/07 Date: 01 /09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 • 1.25 0.865 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile X (ft Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 3. LIMITATIONS 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 Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete 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 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 3 ":12" Direct Deck 6.0 4 ":12" Direct Deck 5.9 5 ":12" Direct Deck 5.8 6":12" Direct Deck 5.6 7 ":12" or greater DirectDeck 5.5 NOA No.: 02 1211.08 Expiration Date: 12/16/07 Approva: Tate: 0 /C3 /C3 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment M1 (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company Ti leBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - M Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Poly Prom 113.9 Poly Pro r)4 40.4 4 Large paddy placement of 45 grams of Poly Prom'. 5 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - FA( (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nail-On Systems Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Fastener Type 2-10d Ring Shank Nails 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave Clip) Direct Deck (min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 Battens 17.2 4.9 7.4 18.2 24.4 24.2 22.1 2- Stow 35.5 35.5 34.8 p) 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 48.3 2-10d Ring Shank Nails' 50.3 65.5 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. 32.2 Shank Nails (Field Cli NOA No.: 02-1211.08 Expiration Date: 12/16107 Approval Date: 01/09/03 Page 5 of 6 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. ' • OVERLAY 1112* - 1M .4. VIATERLOCK PROFILE DRAWINGS 1" WATERLOCK < = �` ,. • OVERLAY • 1VIONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE 1 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 1 -20 16:14 ` FROIA-ABC SUPPLY 048 ' /2a /01 110N 13 :08 FAX 954 578 1042 PRODUCT CONTRQI, NOT1Cr A PT E I'olyfo:1m Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX . 77383 -1132 Your Application for Notice 0 1 - Acceptance (NOA) of: Two Component Polyurcthene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials And Types of Construction. and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this 7roduct or material at any time from a jobsite or manufacturer's plant for'quality control testing. If this ) roduct or material tails to perform in the approved manner, BCCO may revoke, modify, or suspend the .Ise of such product or material immediately. BCCO reserves the right to revoke 'this approval, if it is Jetermined by BCCO that this product or material fails to meet the requirements or the South Florida Duilding Code. l'he expense ofsuch testing will be incurred by the manufacturer. ACCEPTANCE NO.: OI -0 s EXPIRES: OS/1 ORn0 (ii Raul Rodriguez Chief Product Control Division HI, S Tllr CoVF.RStIt FT S DI Al. NPAGES FC)IZ SPE 1 ENERAL coNotitoNs nUILJING CODF .C PI2QDU REV ENV COMMITT Phis application for Product Approval has been reviewed by the BCCO and Approved b the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APPIZOYI:n: D6/14 /20nl ' t= i:000I\,^c 2(.0 Icc•pan[c co.or wto,d 561 585 4657 T -779 P.001 /008 F -260 el 002 POLYFOAM PRODUCTS, INC. MAR 2 4 2 MIAMI•DADE COUNTY, FLORIDA METRO -DADE MAGI-ER BUILDING DUlLDINC CODE COMPL ANCE OFFICE Ml TRO -DADE FLAGl,ggt; DUII..DINO 140 wESI' FLAGLER STRUT. SUITB 1611) (303) 375-2901 IFANI(_305) 375-29011 CONTItArIY3st t.tC Jamie x1:C'1If1N U -2527 FAX (305)373453m cOYt1UCrOit I:NFORCe I 1cNf DIVISION ( 37S -2966 FAx (aus) 373a9t, PAODUcr cotnuot, D1vIaiON 007))73 FAX (305) 372.63)0 1'r;tnciSco 1. Quintnna, R.A. 5ector Mt�mi�,Dtd County fluihlirig CnJe Compliance Orrice 16 ;24 • ; FROM -ABC SUPPLY 048 1 MON 13:08 FAI 934 578 1042 1(atm Products, Inc. /at criatls: Polyurethane PRODUCT DESCRIPTION Manuf»cturcil by Applicant Polyproc4 A11160 FoamprovD RTf: 1000 ProPeck® 305: 100 2.2 Typical Physical Properties: Prflouly Density Compressive Strength Tensile Strength W:atcr Absorption Moisture Vapor Transm ission Dimen Stnhi1ity lin1CtlsinfR N/A N/A N/A ASTM D 1622 ASTN1 f) 1621 ASTM D 1623 ASTM D 2127 ASTM E 06 ASTM 1) 2 126 561 585 4657 T - 778 P.002/008 F - 260 POLYFOAY PRODUCTS. INC. ACCEPTANCE No.: 0 -flS tOOF1NG ASSEMBLY APPROVAL, ;ytcrmw: Roofing Approval Datr:.ln _A u1)--Category: Roof Tile Adhesive Expiration Dntc: May In 1Afl6 SCOPE This approves I'ulypru© A11160 :►s monofocturcLI by Putyfuttnt 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 exceo.d the design pressure values obtained by calculations ;n cempliani:c with Roofing Application Standard RAS 127, For use. with approved t1at, low, and high profile roof tiles system using Polypro0D AN 160. Where the attachment cnIculetions arc done as a moment based system for single patty placement, and as an uplift based system I'or double potty systems Tcst Sheri flcatlen.i PA 101 Rca;;1(S 1.6 IbsJ(L' 18 PSI Parallel to rise 12 psi Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJF( 11 Perm / Inch +0,07% Volume Cl;unSc rr -40 f„ 2 weeks *6.0 "A: Vnlmnc Clian'c ern I luin ility, 2 V'121; Product jactai Two component polyurethane Dispensing Equipment lispensing Equipment 2.1 Components or products manufactured by others: Any Miami-Doric County Product Control Accepted Roof'rilc Assembly having a current NOA which list uplift resistance values will the ucc of Polypro A11160 roof the adhesive. 1=mnk 2ulongn, ItRC Product Control Examiner ®003 16:25 'FROM -ABC SUPPLY 048 NUN 13:09 FAX 954 578 1042 561 585 4651 T -TT9 P.003/008 F -260 POLY FOAM PRODUCTS , INC . IJ Vu 4 ol eam xf Products. Tnc. ACCEPTANCE No.: 01 QS21.0Z lots: The physical properties listed above arc presented us typical average values as determined by ncccptcd ASTM test methods and are subject to normal mnnufneturing ynrintion. LIMITATIONS 3.1 fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AI-1160 shall solely be used with flat, low, & high the profiles. 3.3 Minimum undcrlayments shall be in compliance with the Roofing Application Standard RAS 130, 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® A111 roof _tile adhesive with their tilt assemblies shall test in accordance with PA I 3.5 Roof Tile manufactures acquiring acceptance For two paddy placement with the use of Polypro® Al - (160 roof tile adhesive with their tile assemblies shall test in accordance with pA 101 and with section 10.4 as modified herein, w M S INSTALLATION 4.1 Polypro® A1 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PolyproCib AH160. 4.2 Polypro® AH 160 shall bc 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® AI-1160 shall provide sufficient attachment resistance, c pressed 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 tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Potyfoam Products, Inc. Polypro® AH 160 Operating instruction and Maintenance Booklet. 4.4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoant 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 bc maintained between 1.0 -1.15 (A) : I.0 (A). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per the as determined at calibration. No other settings �Itall be approved. 4.6 Polypro® All I60 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispcnsine equipment only 4.7 Polypro® All 160 shall not be exposed permanently to sunli F�anl Zuloosa, RRC Product Control Examiner TnUke 1: Adl wive Phnccmcnt Plucemeul Detail For each Generic 'file Single Pri Weight Min. (grunts) Profile Tilet'rofile Two Paddy weight per paddy Min. (Rrnnta) Flat. Low, High Profiles ill 35 N/A High Profile (2 Piece Darrel) #1 ._. t7 /side on cap and 34/ an N/A Flat, Low, High Profiles 1/2 Za NIA "-- Flat, Low, Hi h Profiles 113 _ 8 .6;25 F.9014 -ABC SUPPLY 048 561 585 4657 T -779 P.004 /008 F -260 NON 13:09 FAI 954 5711 1042 rUL1 /VMS rx wt.R.1 • ant.. lyre-am Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must beset within 2 to 3 minutes alter Polypro® AHIG0 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tilt profile requires the specific placement noted herein, 5. LA13ELINC Ail Polypro® AH 160 containers shell comply with the Standard Conditions listed herein, 6. BUILDING PERMIT REQUIREMENTS 6.1 A5 required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system, 44 ACCEPTANCE No.: 0t- 0521.07 frank Zutoaga, RRC Product Control Exarnincr 6:25 0014-ABC SUPPLY 048 561585 4657 T-779 P.005/008 F -260 HON 13:09 FAI 954 575 1042 ruLl YUAS nil /UW.'1Z L Produ s Inc. Rail Neupn plIMM cement 10 In 1010. Ieur.I DA) &Puna.. soma. U. up ..e onow ACCEPTANCE No. : Z- 0521,02 ADHESIVE PLACEMENT DETAIL 1 SINCLE PATTY 11 Nil 000 40 ►Ne41..toa<10c.t .J111.1.t1M1I eWet *Ili W 'r. Ne 7) Tam core uOrW Sort No rsuM to k 1 . 1 10. Inn rook, .1p4 at ern* III Theo H.I&Y Ili IM, P4401154nala 1141 i e••• .........., 4 . 4 0), d ta nat cou ...• 104. DTI 4 A+it.umdwn. d ♦ ►+� 109 pur060 (ln clww e W..phtII ►,uL . r In..w rro..1 0000041 Ng*. Vona .. I a n a Frank Zuloaba, RRC Product. Control Ercamincr 26 ; FROM -ABC SUPPLY 048 . 561 585 4651 7 -779 P.007 /008 F -260 HON I3:10 FAI 954 578 1042 POLYFOAU PRODUCTS asst Products Inc. Nell Inrovp rI plastic comeni -e ln.s 3 In. Singly Daddy on undrrlaytnrnt SIngio paddy an top o Ole Ears Coax Single w • •y under Iilc Eew Clotwr ough plastic et:mcnl JIn, II 3In. k paddy on eM It paddy op of tile Single paddy under ill, ADHESIVE PLACEMENT DETAIL 3. DOUBLE PATTY P addl (between tile) / iddl 'under Illal ACCEPTANCE No, ; 01- 0521,02 Frank Zulonrl, RJ&C Product CoiurcI Examiner v ve SINN paddy undor Illtr �� SIrt I. paddy between IDe 31n. e y ln. m,mteri ,he Paddy nave course only FNide Wasp/ode taw claws Drip edg, ►:25 FRAM -ABC SUPPLY 048 MON 13:11/ FAA W 4 a 1V4Z yroltrn Products, 1,c. ACCEPTANCE No. : 01- 021.02 Renewal of this Acceptance (approval) shall bc considered ;tiler a renewal application has been filed and the original submitted documents, including test- supporting data, tnginct:'ring documents, are no older that eight (tl) years. Any and all approved products shall be permanently labeled witlt the manufacturer's name, city, state, and the following statement: "Mi:uni -Dade County Product Control Approval ", or ns specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be cotuidtrcd a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no Iongt;r the s;une 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. • Any revision or change in the materials, use, and/o 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. Any of the following shall also be grounds for n:moval of tttis Acceptance: a, Unsatisfactory performance of this product or process, b. Misuse of this Acccptancc ns an endorsement of any product, for sales, advertising or any other purposes, The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date ntay bc displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, them is shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at nil time. The engineer need not reseal the copies. Failure to comply \vith any section of this Acceptance shall be cause for termination and removal of Acceptance. Tltis Notice of Acceptance consists of pngcs 1 through B. 561 585 4657 7 -778 P.008/008 F - 260 rutdrunin truuu�.ar� a,�...• END Or THIS ACCEPTANCE I ra,ik Zutoagl, RItC Product Control Gxaminir ZSACAW IN 4 5Attit &WO If / IS e r 11) C6Itt tiS Passed Inspector Comments a Ccl La d ---- P' " d d t __,-, 0 t/t- ` Failed Y ma - r - ,S a vx —e_ VV. Correction Needed Re- Inspection Fee ($75) P No Additional Inspections can be scheduled re- inspection fee is paid. / V //-1 V ' -e b c, e e ` JJ il � � 2 -BOG` 4:7/L1 until I nspection ' °Nurnber, ermltN . RF - 12 -05 -1496 Inspection Date: 06/05/2006 Inspector: Desharnis, George Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, June 2, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 786 - 277 -9540 Page 2 of 2 inspection Number l ;Q 7 rm tiNumt er RF -12-05 -1496 Inspection Date: 06/06/2006 Inspector: Desharnis, George Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Monday, June 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 784-277 -9540 Page 1 of 2 Passed Inspector Comments 1 ,_ , t a 1- G jib- Pu AA 4...... Lk..._ c...,..., c.) ,--- A , / 1 , Y U �'� 0 T S c Te_ d )(- 1(- 0 G I ,..1... Cis ...--- /,.." •' Failed Nil Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. V until inspection Number l ;Q 7 rm tiNumt er RF -12-05 -1496 Inspection Date: 06/06/2006 Inspector: Desharnis, George Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Monday, June 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 784-277 -9540 Page 1 of 2 Inspection Number:.JNS -19328 SU ermit Number R F 12-0.5 -1496 Inspection Date: 06/07/2006 Inspector: Desharnis, George Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: Tuesday, June 6, 2006 KAWALEK ROOFING, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Passed Inspector Comments (.:(--- / i c r ), I U / S- C / '-') r e SS Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number:.JNS -19328 SU ermit Number R F 12-0.5 -1496 Inspection Date: 06/07/2006 Inspector: Desharnis, George Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: Tuesday, June 6, 2006 KAWALEK ROOFING, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 786 - 277 -9540 Page 2 of 2 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Ele cal Plumbing Mechanical CRoofin (Fee Simple Titleholder) knn& P y haL. Phone # q' it o n Owner's Name Fee Sim le Titleholder OSG�'1`/ Owner's Address PM WE 9 h City (, S red State FL Zip 3 313 Tenant/Lessee Name Job Address (where the work is being done) )L 70 1 G 9 1.4411 " City Miami Shores Village Is Building Historically Designated YES Contractor's Company ( Name KIR,WO�. rt Contractor's Address Rol g City `_ Qualifier State Certificate or R Architect/Engineer, $ Value of Work For this Permit Type of Work: ['Addition ❑Alteration [New /R Re aire lace p p ❑ Demolition Describe Work: paper , r -de-Pro r" 9os )�4-e --o 6 F Mo d (� eci on le rocfsysfervN and. a.-) -�-- b roo-Fs em �© or1 roof p Jah Submittal Fee $ 0' Permit Fee $ 31 �� CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ SCO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 35 . 0 0 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fes X05) 756.8972 3®Mb BY County Miami -Dade NO applicable) Permit No. B P oos -1-9b Master Permit No. Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** eAvlsion Zip Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 Signature Owner or Agent The foregoing instrument was acknowledged before me this The fore day of ,20_,by , dayoit NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Prin My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 As identification and who did take an oath. viPictaKewarW Contractor 2� oing instrument was acl�nowledged before me this — 9 , 2006, who is personally known to me or who has produced who is personally known to me or who has produced v-l uLC.t 14 d . as identification and who did take an oath. My ission Expires: NO 0 - - � A • Y. ley 1 17 ttez Awaior ins Co., Inc. ** r * ** ** * ** ** s * * * * * * * * * * * * * * * * * * ** * * * * * * * s * Plans Examiner Engineer Zoning Bill To I ANNA ROSENTHAL 1270 94 Street NE Miami Shores Village, FL 33138- Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 06/02/2006 Revision Fee 06/02/2006 Scanning Fee Friday, June 2, 2006 Permit Invoice Report Permit Type: Roof Invoice Number: RF-6 -06 -25053 Invoice Date: June 02, 2006 Permit Number: RF -12 -05 -1496 Fee Type Fee Amount Calculated $35.00 Calculated $3.00 Total Fees Due: $38.00 N(Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit A lication Form Miami Shores Village Section A (General Informat,Ion) APPROVED BY Master Permit No. _(� Contractor's Name Ko4J&1I< RDOTd n5 Job Address la '7o IVE 9 +I ROOF CATEGORY Process No hanically Fastened Tile ❑ Mortar /Adh Panel /Shingles ❑ Wood Shin ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION 5— 14-q EIL063 DER' gpr / 0 Rn • ,.- py-ry Hum ANIO c Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) BY: 02 a vo ❑ Repair ❑ Maintenance 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, clearly identify dimensions of elevated pressure zones and location of parapets. e r U CT •1 • 1 • •1 •1 •i • • • • • • • • •1 • •1 •1 •1 •1 • 1 •1 • • • • • • • • • • • 1 • 1 • • 1 • 1 • • • • •1 • • - • • • • • • • • • • • • • • • DATE TIo►O ImizmEwm mAY 3 , 0 2006 •: • • • • • • • • • Roof System Manufacturer: M o n 1 Notice of Acceptance Number: O - P1) • O g Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: Lab Pmax2: 100•b Pmax3: 00. 17 Maximum Design Pressure I I (From the NOA Specific System Method of Tile Attachment: PO I y F0,nv4 a. Lk esi le, Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Roof Slope: 3 : 12 Deck Type: Type Underlayment: Insulation: Ridge Ventilation? Section D (Steep Sloped Roof System) Steep Sloped System Description Fire Barrier: Mean Roof Height: I� I 1 ) tA4- 1=►nn0-- base shee- ni/i- Fastener Type & Spacing: Adhesive Type: IV/A Type Cap Sh it 1.6S, meti rs bitoh lop y I. l f or - fie och-t rows 4 44 P fia l f" t: Roof Coven Gf FMod- cd Mintier-c ( C .. • _� on►�'.'y: - FIB.. • =;o10r r}c gk (.7fwTe e%fiie Type S Size Drips •••• _ _ _ • • • Edge: 3X3a�,�ac .. .. .... .. *0 • • . . • • • • • .... • . • • .... • • • .. • .. Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: lJ NOA No.: Top Insulation Layer: 0 � - DS 0 ) , p� Design Wind ^^ Pressures, From RAS 128 or Calculations: Pmax1: ' Jai Pmax2: S J l3 Pmax3: 1311 T Max. Design Pressure, From the Specific NOA Board System: �°L 5 Field: Perimeter Corner Deck: Type: WO Oa I Illustrate Components Noted and Gauge/Thickness: 5)g Details as Applicable: Woodblocking, Gutter, Edge Termination, Slope: 0 Stripping, Flashing, Continuous Cleat, Cant _� Strip, Base Flashing, Counter- Flashing, Anchor /Base Sheet & No. of PIy(s): 1 p 1 y bo.Se-Ske �Coping, Etc. Indicate: Meari Roof Height, Parapet Height, A?c h /Base Sheet Fastener/Bp-Air-lc Material: M "' /� � (�/ s' ��i 15 4- Height of Base�-�? Flashing, Component Material, ) -'/ $ 11 , fps Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener /Bonding Material: Section C (Low Sloped Roof System) PIF Ply Sheet(s) & No. of PIy(s): , — p)�1�f -1 berg I czss Ply Shget4 / l �g Material: frf Top Ply: 19ftFFR mineral c-o..p /l ee - Top Pl °s "ne� on�iy�g Material: Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: t / oc @ Lap, # Rows 4A @ q " oc Perimeter:: 7 " oc @ Lap, # Rows q @ " oc Corner: 7 " oc @ Lap, # Rows q @ r "oc Number of Fasteners Per Insulation 170 4.„ cap.sheei t,- az .s ip Iy 4'i bets ' toksesh • • • • • ... • • • • • .. • • • • • • • • • • .... .. .. • • .... • • • • .. .. •••• • • • • • • • • .... • • • • .... • • • • • • • • .II • M AM1•1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 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 Ruberoid® Modified Bitumen Roof System for Wood Decks. 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 manufacture 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- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. • •.•• • • •.•• NOA, Nb: 43-050182t • • Expiration Jnte} 11/06/08 • Approvl I1'aa:10/23/03' • • . Pagel of 32• • • •••• • • • • . • • • • • • • •• •• •••• • •• • ••.••• • • ..•••• • • ..••• • • • • • • • ROOFING SYSTEM APPROVAL Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Category: Snb- Category: Deck Tvpe: Maximum Design Pressure The Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix"I 307 Primer) GAF Mineral Shield Granules GAF WeatheiCoat® Emulsion (Matrix n4 Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrixru System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Dimensions 5, 55 gallons 601b. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons Test ,Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 39.37" (1 meter) ASTM D 4601 Wide 39.37" (1 meter) ASTM D4601 Wide 39.37" (1 meter) ASTM D 2178 Wide 39.37" (1 meter) ASTM D 2178 Wide 39.37' (1 meter) ASTM D 3909 Wide 39.37' (1 meter) ASTM D3672 Wide ASTM D 4897 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. . ... • • Fiberglass base sheet coated.8a both • • • • sides with asphalt. Surfaced on the • . • • bottom side with mineral ......... embedded in asphaltic coating with • • factory perforations. *••••• • • • • NOA. DSO 43-0501 • • Expiratioaaater 11/06/08 • Approval Date:10/23(03 •• . • I'epe 2 of 32"' .. • •••• • • • • • • .. • • .• • • • • Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dT''r Smooth RUBEROID® SBS Heat - We1dTm Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - We1dTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - We1dTm 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 peter (39.37 ") wide 1 meter (39.37") wide 39.37" (1 ureter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type 11, UL Type G2 BUR ASTM D 3019 Type III ASTM D-6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTMD6164 ASTM D 5147 ASTMD6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with • • • • fire retardant polymer niodi€'xed asphalt and surfaced with mineral es. • .. • Heavy duty, polyester red, asphalt. modified bitumen niembrans,•smooth • • • surface. ••••• •• •• ••••• NOA riot •03- O5O1.)2 • • Expirattou•DaRef 11/06/08 • Approlial Date:1023/83 • • . • Paae3of3l • •••• • • • • • s • • ...... • • • • •••• • • • Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pm Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle - Mater" Underlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 1001b. cartons, bulk 60 lb. kegs 4 sq. roll 30 lbs. 1.5sq.roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types I,11, III and IV Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.i Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle •••• • • •••• underlayment • ASTM D 5147 SBS modified asphalt base sect and • . interply sheet reinforce wit Aglass fiber • mat tile underlayment. • . ... • ..' • •••• • NOA Woe •03-0501.42 • • Expiration ate, 11/06/08 ' Approaal Date:10/234t3 •• . • rap 4 ay '•• •• • •••• • • • • • • • • •. • • Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB Coating) WeatherCoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D 5147 ASTM D 5147 ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type I ASTM D 3019 Type III Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non-fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive • • • • •• • .••• . • ••.. .•. • • • •••• • •.• • • • • • • • • • • • •• •• •.•• N04 .e3- 050f.0 • • • Expiratio 4 11/06/08 c Approtal 1?ato:10/23/83 • • • Rage 5of32•• . • • •••• . • • • • • • • • • .: • APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANI'TM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Tapered perlite board Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, II & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Dens Deck ENRG'Y -2 & ENRG'Y -2 PLUS, UltraGard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board High density wood fiberboard insulation. GAF Materials Corp. Polyisocynurate foam insulation Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic genetic •••• • • •••• .. • • ..• • • • G -P Gy'pspm Corp. • • Johns 11 ville • • • • • • • ••.• • •• •• .•...• •••• • NOA No:• 03-050 • OS• • Expiration•Ma1, 11/06/08' Approval date:10/ 463 • • . . Page6of32 • • •.•• • • • APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Nmnber Product Name 1. GAFTITE® (Drill-Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill -Tec ®) ASAP 3. GAFI'ITE® (Drill -Tec®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill-Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #15 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre- assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. 3" round 3" square Polypropylene round plate 3.2" Insulation fastener assembly with recessed plastic plate 2 7/8" x 3 3 "x3 Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 1" GAF Materials Corp. 3" and 3 GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. TTW Buildex Corp. •.•. • • ITW Buijde Corp!" .. . ••• • • Jolms'MW ville • • •••• • • • • • •••• •• •• .•. • • NOA No:. 04501.02 • • • Expiration,Daie,.11/06/08 • Approviti Date;1023/Q3 • • • . Page7of32••• • •••• •• • • • • • • • .•.••. • • • .. • • . • • • • • • APPROVED FASTENERS: Fastener Number Product Name 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul-Fixx Fastener 19. Instil-Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZSO steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF-020 -02 -01 02-005 02 -014 Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS/Stadler 3" round 3" round 3" round 3" round SFS/Stadler SFS/Stadler The Tru-Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Description ate FMRC 1996 01.01.96 J.I.1B9A8.AM 09 -04.97 J.I. 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 • • • • •• • • • •.•• • ••• • •• • • • • • • •• •• •••• NOA Nc►•43- O501.82 • • • Expiratiev.Dase. 11/06/08 • Approial Iiate:10t23je3 • • • gage 8of32•• • • •••• •• • •. •• • Foi" F1c ' f'oo -F Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltirnaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ru 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 ps f, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFITTE) #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 PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with appr oved 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. f ifaximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 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 (GAFTTTE) 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 (GAF rtE) #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 —7S psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered ins.? • • • • full mopping of approved asphalt applied within the EVT range and at abate of 2(. • • • • 40 lbsJsq. • • • • • • • • • •.•• • • •••• • • • • • • •• .• •••• NOANdb: 0501.0x . • Expiratlonpdtr X1/06/08 • • Approval Date "t0/23/0J • • • • • • Pa of 32 •••• • •••• • • • • • • • • • • Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus (ranule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladmi SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 IbJsq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 galJsq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 galJsq. Maximum Design Pressure: See Fastening above 0 0 O 0 0 _ 0 . 0 O J 9 9 _ n n 0 - 9 NOS .U3 -05of 6? - = Ecpiratiop,ICAt 11/06/08 = Approral D!at8:10t23/G3' = = Page 27 of» - = Membrane Type: Deck Type 1: Deck Description: System Type E (1): Base sheet Fastening Options: Ply Sheet: APP /SBS Heat Weld Wood, Non - insulated 19 or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limltations shall apply. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 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®, GAFGLAS Flex P1yTM 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 PIyTM 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 —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFITFE) #12 or #14 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 (GAP 1E) #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) (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat-Weld) One or more plies GAFGLAS PLY 4 ®.• application instructions. • • • •. • • •••• GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adheredisra fall • • ; • mopping of approved asphalt applied within the EVT range and at'af4 bf 20-40 • lbsJsq. or Ruberoid Torch Smooth torch applied according to mantifitc'turer's • • • • • • • • • • • • • • • •••• N04 rib; .03-050L01 • • Expiradop.I tp; 11/06/08 Approtal Batt:10/23/83 • • Page 28 of31 • • • • • . . • •••• • • • • • • • • • • • • • • • • • Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid 0? Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID® SBS Heat- We1dTM PLUS FR, RUBEROID® SBS Heat- WeIdTm 170 FR, RUBEROID® SBS Heat - Welded, RUBEROID® SBS Heat- We1dT" Smooth, RUBEROID® UltraCladTM SBS and RUBEROID® SBS Heat- We1dTh 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lbJsq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 galJsq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 galJsq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 sq. Maximum Design Pressure: See Fastening Above .... • • ..•• • • • ▪ • • •• • • • . • • •.•• • • • • • • • • • .... •• •• .... NOA Nbb .63-0501 • • • ExpiratioPjlatc, 11/06/00 • Appro411 Nato :10/23/0 • • Page 29 oho) •• • • • • • •• • . • • • • • • • • • • Membrane Type: Deck Type 1: Deck Description: System Type E-2: All General and System Limitations shall apply. Anchor sheet Ply Sheet: Membrane: Maximum Design Pressure: Maximum Slope: ro o- SBS Wood, Non - insulated 19/32„ or greater plywood or wood plank RUBEROID® Tile Underlayment, Base Sheet mechanically attached. GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FlexPlyT' 6 sheet, GAFGLAS #80 Uhlman', 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 lbsJsq. One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat- Weld'M Granule, RUBEROID®. SBS Heat- We1dTM PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Roofing,Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. • • • • • • . • •.•• • • ... • • • •••• • ..• • • • •. • • • • • • .• •• •••• • NOA•14101 473- 0501.0 • • • Expiration Deter• 11/06/ Approval Date:10R3/jd9• • • . • Pagg 30 of 32* • • •• • • • • .••• Membrane Type: Deck Type 1: Deck Description: System Type E-3: All General and System Limitations shall apply. Anchor sheet Membrane: Maximum Design Pressure: Maximum Slope: SBS Cold Applied for mechanically fastened tile systems only. Wood, Non - insulated 19/32„ or greater plywood or wood plank RUBEROID® Tile Underlayment, Base Sheet mechanically attached. GAFGLAS® GAFGLAS #80 Ultimalm Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. One ply RUBEROID® MOP, RUBEROID® MOP PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered with Ruberoid Adhesive or Matrix Select 102 at a rate of 1 -2 gal/sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tin caps shall be exposed. Allow 72 hour cure prior to loading and installing tiles. * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. • • • • • • • • • •••• •. • • • • •••• • ••• • • • •• • • • • • • • •• •• •••• • NOA•Alos 0 0501.07 • • Expiration Date:• 11/06/08 • Approval Datot10/ 3/p5• • • . • Pagg31of32•• • •••• .. • • • • • • 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 34" Dens Deck or ;s 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 shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both 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 Hailers, 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 corners). • ... (When this limitation is specifically referred within thls NOA, General Limitation #7. will net.... • be applicable.) • • • • ••• • 10. All products listed herein shall have a quality assurance audit in accordance with theprida • • • • � • I Building Cade and Rule 9B -72 of the Florida Administrative Code END OF THIS ACCEPTANCE Y • • • • • •••• • • • • • •• •• •••• • NOA•Nor 03- 0501.02• • • Expiration 3Date» 11/06/08 • Approval Dat ..10/23/J16• • • . • Pagg 32 of 32,• • • • •••• •• • • • • • • •••••• • • • • • • • • • • Base Sheet (Optional): One or more layers Type 61, G2 or GI. Membrane: One or more layers of "Rubernid Torrh" (smooth or granule), "Rubernid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1-1/2 - 3 gal /sq. 4. Deck: C•15/32 Incline: 1/2 Insulation: One or more layers perlite. glass fiber, iso .ymiurate, urethane, perlite /isucy.1nur,,le compmite, pe:rtele /urethane composite, phenolic, 1 -1/2 in. men thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of type G2 ur 63. Ply Sheet (Optional): One or noun layers of type 61. Membrane: One or m e r e e (Ayers of 'Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (snructh or granule) ur "Ruberoid Mop Plus" (ram nuI:). Surfacing: Kemal( No. 97, 1.1 /2 - 3 yal /sq. 5. Deck: NC incline: 1/2 Base Sheet (Optional): One or rewire layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smnuth or granule), "Rubrroed Torch Plus" (rjranute). Surfacing Optional): Kermit( Na. " 97" ur "169" .tt 1-3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gat /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. rein, isocyanurate, urethane, perlite /isocyanurate cumpastte, perlite /urethane composite, phenolic, 1-1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or 63. Membrane: One or more layers of "Rubernid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One nr more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate cnrnpu :etc, p.rtite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Bate Sheet: Two or more Layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One er more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mcp" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1-1/2 - 3 gal /sq or Tavel. e Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One 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). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9." Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1-1/2 in. ruin. Base Sheet: One or inure layers of Type G2 "GAF( ;LAS 675 Base Sheet", hot mopped or mechanically fastened in place. Pty Sheet: One or more layers of Type 61 "GAFGLAS Pty 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfadng (Optional): GAF Fihered Altrntirturn Coating at 1 -1/2 gat /sq or GAF Weather Coat Entrrlsion at 3 gat/sq. 10. Deck: C -15/32 inrtine: 1/2 Insulation (Optional): One or more layers perlite, glass hber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ rr urethane composite, phenolic, 1 -1/2 in. min. { ' Base Sheet: One or more layers of Type G2 "GAFGLAS 675 Base Sheet ", hot mopped or mechanical) fastened in place. b sj Ply Sheet: One or more layers of Type GI GAFGLAS Ply 4 ", or "GAFGLAS •.V .. . . Ply " hot mopped in place. dl'rf 6 -: Membrane: 'Ruberoid Torch FR" (granule). ,- ale Surfacing (Optional): GAF Fiberud Aluminum Coating at 1 -1/2 gal /sq or 'eire- GAF Weather Coat Emulsion at 3 gal /sq. _ el . Deck ('15/32 Incline: 1/2 iii: Incpla aim• y nUr,ln 7 in rein N•r: rid fiber. oeltite or alLSs fiber. any thickness, hot mopped or mechanically fastened in place. joints offset 6 in. le Base Sheet: One or more layers of Type G2 "GAFGLAS 675 Base Sheet', hot mopped or urechanirelly fastened in place. Ply Sheet (Optional): One or more layers uf Type G1 "GAFGI AS Ply 4" or y 6" hot mopped in place. r • Membrane: 'Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or h ?GAF Weather Coat Emulsion at 3 gal /sq. Deck: C. 15/32 Incline: 1/2 insulation (Optional): tsc'c enur,rle, perlite or glass fiber, any thicknc hot mopped or rnechanicelly fastened in place. Joints offset 6 in, Base Sheet: One or more layers of Type G2 "GAFGLAS 6/5 Base She hot mopped or mechanically fastened in place. Ply Sheet: One or metre Layers of Type G1 "GAFGLAS 1'ly 4" or "Ply 6", mopped in place. Mernbrane: "Ruhercid Torch re" (granule). Surfacing (Optional): GAF fiLrred Aluminum Coating at 1-1/2 gal /sq GAF Weather Coat Emulsion it 3 neat /se. 13. Deck: NC Incline: 1/2 Insulation (Optional); t:ocyvnurale, wood fiber baud, perlite, g! fiber, any WO -mess, but ;rimmed or mechanic,lty fastened in Fda Joints offset 6 in. Base Sheet: One or more laeevs of Type 62 "GAF(IAS 615 Base Sher hot mopped in place. Pty Sheet (Optional): One or more layers of Type 61 "CAFGI AS Ply 4' "Ply 6" hut mopT »rd 111 plane. Membrane: "Rubernid Torch FR' (granule). Surfacing (Optional): "GAF libeled Aluminum Coe'ing" at 1 -1/2 gal or GAF Weather Coar Emulsion at 3 gat /sq. 4. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, polite. gl fiber, any thickness, hot mopped or mechanically fastened in pia Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 875 Base Sheet", mopped in place. Pty Sheet (Optional): One or more Layers of "GAF GLAS Ply 4" or "Ply hot mopped in place. Membrane: "Rubernid Torch FR" (granule). Surfacing (Optional); GAF Weather Coat Emulsion applied at 3 gal /sq GAF Fibered Aluminum Ceeting at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, peril isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mom or mechanically fastened. Ply Sheet (Optional): (Inc or more layers Type G 1, hat mopped in pia • Membrane: "Rubernid Mop FR" or "Ruberoid Mop 170 FR" (granule). . Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perko, fiber glass, isocyanurate, urethane, perii isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or 6 -3 base sheet, i mopped or mechanically fastened. Ply Sheet (Optional): One or more layers uf ['ape a -1, hot mopped place: Membrane: One layer of "Rubernid Torch" or "R rberoid Mop° (smootl Membrane: One layer of "Ruberoid Torch TR" or "Ruberoid Mop ^ (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanura urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopl or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in pla Membrane: One layer of "Ruberoid Mop FR" or 'Ruberoid Mop 170 1 (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, iso yanura urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or mote layers of Type G -2 or G -3 b: sheet, hot mopped or mechanically fastened. Pty Sheet (Optional): One or more layers of Type G -1, hot mopped place. Membrane: One layer of "Ruberoid Torch" jtometr), "Ruberoid Mc (smooth). • Membrane: (Inc layer of "R :berad •Torch FRS" ; 13tkberoi4 Mop "Ruberoid Mop 170 i k (granulilr. • • • • • 19. Deck: NC incline: • f12 • Insulation (Optional): One,gr layers of partite, talm3si J isocyanurate, nrethaue, perlite /i s • • 4 nurate rneeposite ur phenolic, i thickness. •• e • • •• ••. neae Sited: 61.k ur e,uri: y , a:. 1 ■ • w . • • . .. . . i7 ;v 'y•: :. L -- ".." _ : adhesive at 1 -I/2 gal /sq. • 12. LOOK FOR MARK ON PRODUCT Karnak Chem: al Co No 21 r• e•erysba- Homaq §160" cod apphr •• •• •••• • •Membrane: Oder layer of "Ruheryijl,t qp FR" or 'Reit:e•roid Mop 100 F (granule), hot mopped ur adheaed .ith•Karnak SI enlieal Co. 'N Gibsun -Homan "No. 6160" cold adhesive of 1.1/1 gallisq, • 20. Deck: C -15/32 • •Issctine: 1ra Insulation•. Polyisocyanurate, arty tti►ckoless. • • • • • Base Sheet: "GAFGLAS 675" (Type G2), mecharUalty attached. • Inspection Date: 07/05/2006 Inspector: Grande, Claudio Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Monday, July 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 0 0 En Miami Shores Village, FL 33138- Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Passed Inspector Comments ,)1 l d a Susavk ro (PLC !A COSY -U "4)0 0 (/ / 61 (6 <alic cic) Pare . a-e--0 Y d Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/05/2006 Inspector: Grande, Claudio Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Monday, July 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 0 0 En Miami Shores Village, FL 33138- Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Uplift Report OK, see attached. 8/16/06 CG Passed `e "6 Inspector Comments t/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until II n 1 Inspection Date: 08/16/2006 Inspector: Grande, Claudio Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, August 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ► 6 1 6 RECD Block: F-12s05 -1496 Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050100160 Lot: Phone: 786- 277 -9540 Page 1 of 2 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or 9 1 26 12/(-4-----'1' 51 76 2 pok-V-}"&077 27 52 77 3 28 53 78 4 29 54 79 5 30 ' 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 ."/ 73 98 24 49 74 99 25 50 75 100 Owner's Name - tM-- f19 1'4c% 1 Permit # .>3P z-P-1T (qG 6 Job Address 1 (J , i 1 L i 1Ar t �� L5 , - Roofing Contract L (: -11 I P6, Type of Tile: f 1 t 'T i F 0A- -t Date Installed: 6-9 Approximate Roof Height: ' 1' feet Roof Pitch: ' 17 ' Type of Access to Roof: Scaffolds -'Ladder Other Approximate Square Footage of Roof 600 ft Required Testin Fgrce: 35 lbs. Testing Equipment: Chatillion 100 Date Tested' - 41 — IN ACCORDANCE WITH THE C OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST THIS REPO' 'U= iTTED BY: Lab Certification # 98- 0608.04 P.E. 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 TEST RESULTS P = PASS, F = FAIL qL7r 4 -ild Project No 7 4 5 8 Sketch of Roof I 7 -1 - 0 q4- 5 r ./ kt Stkig42GW:gt 7.of C.'o.yetor theck scalf, Note;s. f f 11 r,rif Mil I 1 1 I 1 • 1 i I 1. 4 I f'''-fil.i'l 14 .0.0.1 . 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I t Et II f i E • a r I 1 , F : 4 i i I _ , i f ( , T. t 1 E- - .. t. 1 f : - ---] .i C-----1---1--Ths } f i ll . 2141*•- 1:1• lit 1.-,1, - - E r 1 - , V v • . , ' f c f I 1 i 4 ' - - t . f f 1 - 1 I .I. .. _ 1 TT t iTT . I 1 1 1 r Sketch of Roof I 7 -1 - 0 q4- 5 r ./ kt Stkig42GW:gt 7.of C.'o.yetor theck scalf, Note;s.