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325 NE 95 St (8)Phone # Inspection Date Approved Correction Re- Insp'n Fee Z 5ir 461 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date'—'I-- Type Insp'n 1-40P Permit No. A 5 - Name VQ Address 57.5 N6 9S8-1- Company 1CO WO �, Phone # Inspection Date Approved Correction Re- Insp'n Fee 36a 3 MIAMI SHORES VILLAG4AL BUILDING DEPARTMENT q .9 305- 795 -2204 Building Inspection Request Date Type Insp'n (1 1 F61-- RooF Permit No.�V Name Len Address 323 q Compan ICO ULI k IC �: �: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -1179 Printed: 8/10/2005 Applicant: GEORGE & ASHLEY Owner: VAIL JOB ADDRESS: 325 NE 95 Contractor KAWALEK, PAUL RICHARD Local Phone: 786 - 277 -9540 Parcel # 1132060136020 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit VAIL GEORGE & ASHLEY ST Contractor's Address: P.O. BOX 531051 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 13 Page 1 of 1 Fees: FEE2005 -10966 FEE2005 -10969 FEE2005 -10971 FEE2005 -10974 FEE2005 -10975 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $250.00 $1.80 $0.60 $6.25 $3.00 $261.65 Total Fees: $261.65 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/29/2006 Construction Value: $2,400.00 Work: TEAR OFF EXISTING EAST SIDE TERRESE FALT ROOF, REPLACE WITH A NEW BUILT -UP FLAT ROOF SYSTEM BLK 44 LOT SIZE 78.720 X A116 2 2 PAID cc 6 o 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: BUILDIN PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Miami Shores Village ding Department .2nd Avenue, Miami Shores, Florida 33138 (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Permit No. Bt - 17 G Master Permit No. Owner's Name (Fee Simple Titleholder) CmFO(�� Vc ' I Phone # Owner's Address `IX 4E ? '6 City f7 ,.-1 s cdeS State IC Zip 3'5/3 g Tenant/Lessee Name Phone # 7 S8` 7'( 7 Job Address (where the work is being done) - 3 S NE E / ..C:7 4 ST City Miami Shores Village County Miami -Dade Zip 3 j /3 Is Building Historically Designated YES NO Contractor's Company Name 'I \ 0 0-Pi h.6 Phone # ' 7-5 '/ 9 Contractor's Address V (7l Box 5 City Mlr&.vvu State F Zip 33153 Qualifier paw } awl ,[ d State Certificate or Registration No. Certificate of Competency No. - `S is .5 Da Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Li Square Footage Of Work: Type of Work: ['Addition ❑Alteration ❑New k( Repair/Replace ❑ Demolition Describe Work: Tear (�' (` 64 hc� eat ` I d e - -er r ese icy - rov ' \Ait h G reel e 134 - ) ec`f - roc s - ; 1- e * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • Submittal Fee $ Permit Fee $ 5-0 l i C • • • Notary $ Training /Education Fee $ • � " Te c ltAOlogy I .. (o • Z s Scanning $ 3.O CJ Radon $ Zoning. Bond $ Code Enforcement $ Structural Plan Review. $•� • • ••• • • ▪ • Total Fee Now Due $ 2' 1 • b�+-> • ... • • • • • • .. • (Continued on opposite side) • . ; • • • .•. .. •• ..•.. • C O /CC Bonding Company's Name (if applicable) Bonding Company's Address iI 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 inspec h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection not be ap.- oved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this t / The foregoing instrument was acknowledged before me this NC , 20 06y D ILA/,gt 1/ t' da of a ,200s Aci1 iI �� Q e ' w ` ho is persofially known to me or who has produced /, whs 1s per.: a ly known is e or who has produced /�l9o•34, 9 (o'Oh As identificati . and ho di• ake e n oath. as identification and who did take an oath. NOTAR Sig Pr My ommission Expires: Ent: i° o XPIRES: December 28, 200 Bonded Thru Notary Public Underwriters -cavr. air + *� * * * * * * * * * * * * * * * * * * * * * ** **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * *W * * **A * * * * ** APPLICATION APPROVED BY." - • • • ' • � • • • • • • • • • • • • ••• • • • • •.• • • ••• •• chc 05/13/03 • .. • • • • • • • • . • • • • • . • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • . • • • 000 • • • • 00 • • • • ••• NOTARY PUB Sign: Print: ,isac My Commission Expir g /y J. VAZQUEZ *M teMMISSIOFkdO 1698ir �•.. EXPIRES: April 8, 2009 %;F PF r;:d Bonded Thru Notary Public Underwriters * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address «Low Slope ❑ Asphaltic Shingles ❑ New Roof 'o CD Section A (General Information) t 119 P No. Pcu,& W 1 KO 1 e . X 25 NE 95`f" i Reatoofing ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes Are there Gas Vent Stac s? Yes 0 No Type: Natural ❑ LPGX ❑ 0 a 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. 123_01-48 5/03 PAGE 2 5° M I ••• • • • • • • • • •.•.• • • • • • • • • 04,0 • • • • • • • • • • • • • Florida Building Code Edition 2002 High Velocity Hurricane Zone Unlfam Penult Application Form. .Section C (Low Sloped Roof System) FIN In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Shoot and Identify Manufacturer Attachment • • • . Field: A• OC GI Lap. # Rail ..Q__. (II a ac ' . System Manufacturer •-; ,I 03' 0 ertmeter. �7 . oo ® Lap, awe Rows 14 L' . oc NOA No.• =- _ • . C o m e r . j . . . • co ® Lap, X ® oc • Design Wind Pressures, From RAS 128 or Calculations: • • t —r 542, . • (1 e3� 3 I i aJ Number.of Fasteners Per Insulation Prr Of a oomponerr< is not used, identify 'NA) • .GA-F Max. Deelgn P . tom the Spec* NOA . -Dectc XX�oo d \\ Type: � i t Gauge/Thickness: Slope; 0 ,,' . Anchor/Base Sheet 8 No. of Piy(s); Insulation Base Layer; Baselnsulation Stns and Thidcness; Base Insulation Fastener/Bonding Material: . Top insulation Layer: • . Top Insulation Size and Thickness; Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s); Base Sheet Fastener/Bonding Material: Ply Sheets) A No. of lye). 7 " plykheet F Material: 46 Top Ply. TI N scter�rl ending Material: Board . /W:k Field Perimeter Corner Illustrate Components Noted and • Details as Applicable: - Woodbloddng, Gutter. • • Edge .Termostion,. Stripping. Flashing, Continuous Cleat, Cant l Strip, Base Fleshing, Cotinter- Flashing, `t7� : Mean Roof Height, Parapet Height. C Height of Base Flashing, Component Material, • Material Thickness, Fastener Type. • Fastener. *Spacing or Submit Manufacturers 'Details that Comply with RAS 111 and Chapter 18: • trio C9AF mo(iiped- 4/ en Surfadrig: . • •• • • • • • . • ... • . • ... • • • • • • . • • • A li R o o w • • • • • • • •' • • • • •.. • • • • • • • • • •• •• • • • •• • • • •• wit) 3 k'A ber9 „ ..• ..:sp h�' t p bO!,j ''m �'atZOIa ° fit A! B y 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 bet . the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been fined. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ne) 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 berm dressed as part of the agreement between the owner and the contractor. •�/� 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be 11 tnailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B ' lding Co • e. (The roof deck is usually concealed prior to removing the existing roof system). 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 should notify the occupants of adjacent units of roofing work to be performed. Al so* • . xposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v ewed 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 op n of maintaining this appearance. . Ponding Water: The current roof system and/or deck of the building may not drain well and may se 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 or' final roofing system is removed. Ponding conditions should be corrected. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded 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 ance w the Florida Building Code, Plumbing. a /IL . Ventilation: Most roof structures should have some ability to vent natural airflow through the prior of the structural assembly (the building itself). The amount of attic ventilation shall not be reduced. It may be beneficial to consider additional ventingivhich gang esuf.in:e,tep ling the service life of the roof. o. • _n'sS� CADOCUM - 1kmpLLOCALS -1 Templ6ECT1ON 15 • .. • • • . •• ••• •: .•' • • •• . . •• • Date ----5-4 • • • Co : ature ZOILA CORTES W COMMIS$IQ1 # DD 250156 • a d(P �: Deoembe:28, 207 � • BendsUThWNo4PublieUnclerwrllers IMIAMIDADE BUELDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 Concrete Decks. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA'as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #01-0712.14 and consists of pages 1 through 41. The submitted documentation was reviewed by Frank Zuloaga, RRC. •• . . .•. . . •• •' • •....•• ' •• ••. '•• • • .•.• •. .. • • • • • •. • • • • • _ • .. • . . . •• • • • . • • . • ••• • • . ••• • •. • • • • • . • • • ••• • • • • • • • •.. • • • • . • ' . • •• • • • • • ••. • • • •.. •• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • NOA No: 03- 0430.13 Expiration Date: 11/06/08 Page 1 of 41 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblak All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt GAFGLAS® #75 Dimensions 5, 55 gallons 601b. & 100 lb bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons Roofing SBS /APP, Modified Bitumen 1001b. cartons, bulk 39.37' (1 meter) Wide Concrete -495 psf See General Limitation #1 Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement ar emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Mineral colloidial bituminous emulsion with reflective aluminum flakes. ASTM D2824, Non - fibered. aluminum pigmented, asphalt Type I roof coating. - ASTM D312, Interply mopping and surfacing asphalt Tpyes I, II, III and IVi ASTM D 460 • • Asp1Z1CioQprgna tedand coated glass mat • baseshe& . • NOA No: 03- 0430.13 Expiration Date: 11/06/08 • •• • • • • • ggrpvat Date:10/31103 •• •• • '•• • . • • • Page 2of41 • ... • .' ••• • . ••• • • • • • • ••• • • • • •• • • • • • • • • • • •• '• • • • • • • • • • .• •• •• • 000 • • • Product GAFGLAS #80 Ultima Base Sheet GAFGLAS FlexPlyT`i 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat -We1dh Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat- WeIdT`s PLUS RUBEROID® SBS Heat-Weld PLUS FR RUBEROID® SBS Heat-WeldThi 25 RUBEROID MOP Smooth RUBEROID ULTRACLAD® SBS Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 teeter) Wide various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 1011b. 'rest Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 • • • • •.. Product Description 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 on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. 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. Non -Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D5147 Non -woven polyester mat coated with ASTM D6298 polymer modified asphalt. Does not have a factory applied surfacing. ASTM D5147 Woven fiberglass mat coated with polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. • • • • • • ...... • • . • • . ••• • • • ... • • • • • ' ' • • NOA No: 03 0430.13 Expiration Date: 11/06/08 • • • • • • • Apgroval Date:10/31/03 • • • • • • • • Page 3of41 • • • • • • • ••• • • • • •. • • • • • .•. • • • • • • .•. • • • • • .. • • • • • • • • • . • :' '• • • • • ••• 10 •• • Product RUBEROID MOD Asphalt, Asphalt L & Asphalt P RUBEROID® Modified Base Sheet Ruberoid® Mop Granule Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Ruberoid® Mop 170 FR TopCoat® Surface Seal SB (Matrix) GAF WeatherCote® MB +(Matrix) TopCoat MB+ Matri)(DA WeatherCotemi Matrix Low VOC Dimensions 601b. kegs 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 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D4601 Type II, Type G2 BUR ASTM D 6222 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D*5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description • SEBS modified asphalt Premium glass fiber reinforced SBS- modified base sheet. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 6164 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -woven polyester mat coated with fire - ASTM D 5147 retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 6163 SBS modified asphalt base sheet reinforce ASTM D 5147 with a glass fiber mat. ASTM D 6163. Non woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non woven fiberglass mat coated with fire ASTM D 5147 retardant, polymer modified asphalt and surfaced with mineral granules.t ASTM D 6164 Non -woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt surfaced with mineral granules. 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 • • tperal surfaced roofs. Sur4aCe Coat tig tor:srpooth surfaced and . • miderAl 34aoeclidofs. NOA No: 03- 0430.13 • Expiration Date: 11/06/08 • :.' •'• • •• Approval Date:10/31 /03 •• ••• , . Page 4of41 • • • ••• '• • • • • • • • • • ••• • • • . • • • • • • • • • • •.• • • • • • • •• • • • ••'•• • • ••• • • Product 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 Vent Stacks (metal and plastic) Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons APPROVED INSULATIONS: GAFTEMP Isotherm RA. RN & Composite GAFTEMP® Composite A & N (BMCA)GAFTEMPO Fiberboard EnergyGuard Perlite EnergyGuard Recover Board EnergyGuard High Density Fiberboard PYROX White Line Product Name Test Specification ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. ASTM D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 ASTM D3019 ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non - fibered. aluminum pigmented, asphalt Type I roof coating. PA 100(A) One way valve vent used to relieve built -up ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. ••• • • • • • • ••• • • • • ••• • . . • • • • • •• • • • • • ••• Product Description Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Polyisocyanurate foam insulation Apache Products Co. Polyisocyanurate fogrningtr']a'tibn, . • • •. Ap Products Co. • •. • • ' • • • • • •• •••• .: •�• • • . • NOA No: 03-0430.13 Expiration Date: 11/06/08 • • • • • • . •• . • • • • Approval Date:10/31/03 •• • • . ; ; ••• • • Page 5of41 ••• • • •.• • • • • • • • • . • • • • • • • • • •. 0 • APPROVED INSULATIONS: Product Name ACFoam I, II & Composite ISO 95+ Wood Fiber High Density Wood Fiberboard Periite Insulation Type X Gypsum Dens Deck ENRG'Y -2 & E'NRG'Y -2 PLUS, U1traGard Gold FiberGlass Roof Insulation Structodek Foantglas Board Multi -Max APPROVED FASTENERS: Fastener Product Number Name 1. GAFITTE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill-Tec ®) ASAP 3. GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Expanded glass insulation board. Polyisocyanurate roof insulation TABLE 3 Product Manufacturer Description Dimensions (With Current NOA) Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTTTE 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 4,0 • • • • • • •• • . • ... Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. generic generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. Pittsburgh Corning RMax, Inc. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3' /" GAF Materials Corp. 3" and 31" GAF Materials Corp. : .•. ; • .. •.. •• 0 0O • • • • • • • • • • . • NOA No: 03- 0430.13 Expiration Date: 11/06/08 • • • • • •' • • Approval Date:10/31/03 • • • • • • :: ;'. :: • • • • • Page 6 of 41 . . ••• . ••• • • • ••• • •00 '• • • • • • 4100 • • • • • ••• • : • • • • • .•. ' • • . • • • • • • • • • 0 0 0 •' '• Construction Fasteners Inc. • APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. Olympic Fastener #12 & #14 10. Fluted Nail (Con-Tite) 11. Olympic Fastener ASAP 12. ' Olympic Polypropylene 13. Olympic G -2 14. Olympic Standard 15. Rawl Drive 16. Rawl Plate EVIDENCE SUBMITTED: Test Aeencv/Identifier Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener Insulation fastener Pre- assembled Insulation fastener and plate Polypropylene plastic plate 3" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for concrete decks 3" round galvalume AZ55 steel plate Name Current Insulation Attachment Requirements FMRC 4470 - PA 114 FIvMRC 4470 - PA 114 Class 1 Class 1 FMRC 4470 - PA 114 FIv1RC 4470 - FMRC 44 ?0 • • • • • • . • Manufacturer Dimensions (With Current NOA) 17/8" x Construction Fasteners 3 114" Inc. 3" x 3 1/4" Construction Fasteners 3" round ▪ • • Report J.L ODOA8.AM J.I. 2B8A4.AM J.L 3005640 J.L 3006845 J.L 3005175 J.I.3005177 J.I.3007500 J.L 3008178 • N.1013) .1.5• ▪ •• • • • .J4. 3o2978,$ .. •. • ••• • • • ••• • • • • .•. • • • • • •.. • • • • • • • • •.• • • • • • • • .• • • • • ••• •• .• Inc. Olympic Manufacturing Group, Inc. 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. Powers Fasteners, Inc. FMRC 1996 Powers Fasteners, Inc. Date 01.01.96 07.09.97 07.02.97 11.09.00 10.17.00 05.23.00 05.19.00 06.15.0() 12.27.00 03.01.01 03.28.01 • • • .. NOA No: 03- 0430.13 Expiration Date: 11/06/08 • • Ap Date:10/31J03 • . • • • • • • • • • • • • Page 7of41 • • • .. • • • • • Test Agency /Identifier Independent Roof Testing & Consulting of South Florida Exterior Research & Design, LLC Underwriters Laboratories, Inc. Name Report Date PA 114, Appendix `7" IRT Reference 03.30.00 No.00001, No.00002 Wind Uplift #4483.04.97 -1 06-06 -97 Fire Resistance R1306, 00NK07638 07.17.00 Classification UL 790 - PA 114 • • o • o • • o • • • • • „ •• • • • • • •• ▪ ••• •• '•' • • •• • NOA No: 03. 0430.13 • Expiration Date: 11/06/08 • • • • • ' • • • • • • • . 'Appi"Qval Date:10/31/03 • ....... • • • ' • • ' • ; • ; Page8of41 ••• • • • • • • • • • • •• • • • • • • • • . •. • • • • • • • • • • • .•. • • • •• •• • • ••• • • Membrane Type: SBS Deck Type 3I: Concrete Decks. Non - Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type D(2): Base sheet adhered with appro pull. ral and System Limitations s Install one ply •f GAFGLAS® #75 AFGLAS #80 Ultimani, Base Sheet GAFGLAS® PLY S® FlexPly 6. RUBEROID Modified Base Sheet or RUBEROID® 20 directly to primed deck. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 401bsJsq. (Optio more plies of GAF 1 AZPw 4�GAFGLAS FlexPly 6 ply sheets o : I AS #80 Ultinairm, Base Sheet. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. One or more plies ply of RUBEROID 20, RUBEROID MOP Smooth, Ruberoid® Mop Granule, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoid® Mop FR, RUBEROID ULTRACLADIM, ft uberoid® 30 or Ruberoid® 30 FR Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 Ibs. /sq. Surfacing: (Optional, required over RUBEROID MOP Smooth) 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 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 3. Matrix System Pro Aluminum Roof Coating Fibered 301 or GAF Premium ' Fibered Aluminum Roof Coating applied at a rate of 1 -2 gal/sq. 4.. Top Coat Surface Seal, Top Coat MB Plus, GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design -457.5 psf (See General Limitation #9) Pressure: • ••. .. .. . •. • • •.• '• •. ••• • • • •• NOA No: 03-0430.13 • Expiration Date: 11/06/08 • • • • • AgpA'pval Date:10/31/03 ••• • ' . - - • • • • Page 30 of 41 • • • • • • ••• • • • • • • • .•. • • • • • • • • • • • • • • • • • • • • .•. • • • •. •• • • • • • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg 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- 401bs. /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 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 nailers, metal profile, and/or flashing termination designs shall conform with Roofmg 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 this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE • • • • • • • . • • • s • • • •• •• •• ' • ' • • •• • NOA No: 03- 0430.13 • • Expiration Date: 11/06/08 • • • :'� •: �roval D Page 4 ••• • • • • • • • ••• • ••• •'• •• • • 1 • • ••• • • • • • • • • • •• •• 176 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued 7. Deck: C -15/32 Incline: 1 /2 Slip Sheet: One or More layers Atlas Roofing "FR50 ", mechanically fastened. Membrane: " EverGuard TPO' Plus ", 45 mil. Surfacing: River bottom stone, (3/4 to 1 -1/2 in. diam) at 101)1) Ibs /sq or concrete roof pavers. 8. Deck: C -15/32 Incline: 1/2 Base Sheet: Two or more layers Tvpe G2, "GAFGLAS Baseshcet #75", mechanically fastened. Membrane: "EverGuard TP0 Plus ", 45 mil. Surfacing: River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs/sq or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocvanurate, urethane, perlite /isocvanurate composite, perlite/ urethane composite, wood fiber /isocvanurate composite, phenolic, any thickness. Base Sheet (Optional): One or more lavers Tvpe G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: Gravel, 400 lbs/sq, loose laid or applied in a flood coat of hot roofing asphalt. . 2. Deck: NC • Incline: 1/2 Base Sheet (Optional): One or more layers Tvpe GI, G2 or G3. Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. . Base Sheet (Optional): • One or more layers Type GI, G2 or G3. Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "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, isocvanurate, ure- thane, perlite /isocvanurate composite, perlite/ urethane composite, phe- nolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more lavers Type G2 or G3. Ply Sheet (Optional): One or more layers Tvpe Gl. Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more lavers Type G1, G2 or G3. Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ". Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more lavers perlite, glass fiber, 3/4 in. min, isocva- nurate, urethane, perlite /isocvanurate composite, perlite /urethane com- posite, 1-1/2 in. min. Base Sheet (Optional): One or more lavers Tvpe G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Grande), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Gravel. 7. Deck: C -15/ 32 incline: 1/2 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber, isocyanu rate, urethane, perlite /isocvanurate composite, perlite/ urethane composite, wood fiber, isocyanurate composite. Base Sheet: Two or more Livers Tvpe G2 or G3. Ply Sheet (Optional): One or more layers Type GI. Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus" "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 2005 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) - Continued insulation: One or more lavers perlite, glass fiber, 3/4 in. min Is nurate, urethane, perlite /isocyanurate composite, perlite /urethane�y polite, 1 -1/2 in. min. Base Sheet (Optional): One or more layers Type Gi, G2 or G3. Membrane: One or more lavers "Ruberoid Torch" (Smooth or Gr "Ruberoid Torch Granule Plus", Mop" (Smooth or Gran "Ruberoid or Surfacing: Grundy "AL MB .Aluminum Roof Coating" at 1 -2 gal/ 9. Deck: C -15/32 Incline: 1/2 insulation (Optional): One or more lavers perlite, glass fiber, 3/44 min, isocvanurate, urethane, perlite /isocvanurate composite, pel urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers Type G2 "GAFGLAS #75 Base S. hot mopped or mechanically fastened in place. Ply Sheet: One or more layers Tvpe Gl " GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop 17(1 FR ". Surfacing (Optional): "GAF'Fibcred .Aluminum Coating" at 1 -I/2 gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted 11. Deleted 12. Deleted 13.: Deleted 14. Deleted 15. Deck: C -15/32 Incline: 1 /2 Insulation (Optional): Perlite, fiber glass, isocvanurate, urethane," perlite /isocvanurate composite. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Tvpe Gl, hot mopped b place. Membrane: "Ruberoid Mop 17(1 FR ". 16. Deck: C -15/32 Incline:.) /2 Insulation (Optional): Perlite, fiber glass, isocvanurate, urethanes perlite /isocyanurate composite, offset 6 in. from joints. Base Sheet: One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Tvpe G -1, hot moppedm ce. embrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Map Smooth ". embrane: One layer "Ruberoid Mop 170 FR ". eck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate; urethane or perlite /isocvanurate composite. Base Sheet: One or more lavers Tvpe G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Tvpe Gl, hot mopped U. place. Membrane: One layer "Ruberoid Mop 17(1 FR" 18. Deck: NC Incline: 1/2 insulation (Optional): Perlite, fiber glass, wood fiber, isocyanura urethane or perlite /isocvanurate composite. Base Sheet (Optional): One or more layers Type G -2 or G -3 base sheet hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Tvpe G -1, hot mope -, place. Membrane: One laver "Ruberoid Torch Smooth" (smooth), "Rubet• Map $W itIL. • embrarge: *Om %l e "QuIYnydnlop 170 FR" (granule). 19. Det�: NF• • o o i•i • Incline: I/2 •Insulatia (OpQortaj)! Cine•or m%rc lavers perlite, glass fiber, ism nurate, urethane or perlite /lo /lhurate composite, any thickness Base Sheet: One or more plies Tvpe GI or G2, hot mopped or adhe • with Karnak .( 1emical "No. 81" or Gibson-Homan "No. 6160" i iliQd adllbs eat 1.1 /2 il�gi. •• • I1 tntra ie» Date �iy`r "pitted 41( 170 FR ", hot mopped oral � • • • witi Karnat,Chetiettl "No. tit ".or.Gibson -Homan "No. 6160 applied adhesive at 1 -1/2 gal''sq. • 20. Deleted 21. •Deck*C- 13/.32 • •• incline: 1/2 .:nsy=ation :O¢tiotraus 1'oQ'isucy :nurate, wood fiber, perlite, glas • nythieknoss.he mo :pedor uncthanically fastened. • • ••• • B Shee h ntr f'pt MeMembran peck Ins ulatimr fiber any t Base Sher or mcchan Pl ot Sheet: m m ?l Deck: C-Ihra; Insulatio n Base Shee Ply Sheet: fastened. Membran mopped ii Surfacing Asphalt R Coating" . D Insu lat NC i on fiber, 2 in. Base She fastened c Membran Surfacing Asphalt R Coa 25. Deck: ting C- Insulation Base Shc roofing a: Membrar Surfacing Asphal 1- 26. Deck: NC. Membrar Surfacinf Asphalt 1 27. Deck: NC Insulatio mechanic Base She tally fast, Membra Surfacin "Wrathe '•!I• Deck: NC Insulatio ureth Base Sh ane adhered Membra se d. S merit Ru 9. peck :NC I nsulatir ticnb fit adh Base Sh, Membra Surfa 6. 2/3 q i and )' 3U. Deck: C -1 I nsulati, a ny cum B ase sh adh Membr-, MIAMI SHORE - VILLAGE v) • BUILDING DEPARTMENT L 305- 795 -2204 Building Inspection Request Date (n `1 Type Insp'n -H v Permit No. 'J 1 U' - SSO Name r� Address 3P-S C 95 5 r Company 3c6 Phone # `- 2 - i -7 - c I c Inspection Date Correction Re- Insp'n Fee �l� k/ 9 MIAMI SHORE VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date, c/ / O C I Type Ins. n �� �., Permit No. ' Name Address 3 Company Phone # Inspection Date Approved Correction Re- Insp'n Fee l A • MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date IZy' Type Insp'n '-1 �L ��r Permit No. t P D 4 - SS ) Name _ikOcxe ,2,2_5- ma q S :3T • Address Company Phone # 'DO 7 7 ^ a 12 Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ P' ELECTRICAL ❑ DATE 2- 195 PLUMBING ❑ PERMIT NC' 8325 3 2 5 Contractor's License No +. c} .` , ROOFING Z Architect Contractor or Builder Legal Description Address of Building Lot ❑ Work to be performed under this Permit Owner of Building CONTRACTOR OR BUILDER 31. Signed Subdi- vision 8q. Ft Value of � y Project $ k BY 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. 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 Miami Shores Village uilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 3 0 q w , Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING -` PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address City ' 1 Ct: Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES $ Value of Work For this Permit Type of Work: Describe Work: Total Fee Now Due $ ❑ Additiion (Continued on opposite side) Building Electrical • Contractor's Company Name Contractor's Address �n 130 / 13 E (p` City i a.444.(, SILO State Qualifier . a me 5 D. cp .j o u -- r A:Le A -/OI PC— Architect/Engineer's Name (if applicable) Phone # ❑Alteration ❑New Permit No Master Permit No. Plumbing • Mechanical Zip Phone# 305"'7 -pa—Flirt 32S N ?5O, sre ' County Miami -Dade Zip 3138 NO V' Phone # Zip S3/ 3 8 Square Footage Of Work: /Repair/Replace ❑ Demolition /33, ` l * * * * * * * * * * * * * * * * * * * * * * * * * * ** es * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $50-7 Permit Fee $ ►� .—... CCF $ 0 CO /CC Notary $ Training/Education Fee $ Technology Fee $ g ti' Scanning $ 9 --' Radon $ Zoning — Bond $ Code Enforcement $ Structural Plan Review. $ 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 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. j he absence of such posted notice, the inspection will not be approved and dreg pection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this /4 day of /Atha , 20 4, by •loadet sh .L . `- , who is personally known to me or who has produced As identification and who did take an oath. NOT AV PUBLIC: Sign }A 4k /4/ Sign2a(I,F oO �..+ , 4 y VII rip p' `: A G, /n� �/ I .� v Sandra D. Hari o S ana r a Y . as Print A /J ¢/t 2 `�q� P 'U� Commio� ion f DD 011872 Print: sAt) j ? f_� ,'-_Commission # DD 014872 J 111 My Commission Expires: Tz Bonded 7'hrit My Commission Expir cot !" Er Tbru (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Signa Zip Contractor The fi -going instrument was acknowledged before / me this / .pt.c) 7' day of Q , 20 Ott, by o,JQIp1CS Obei00 y.,y who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APR Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -550 Printed: 4/30/2004 Applicant: DONALD SHOCKEY Owner: SHOCKEY DONALD JOB ADDRESS: 325 NE 95 ST Contractor OBENOUR ROOFING Local Phone: 305 - 757 -2612 Parcel # 1132060136020 Building Permit Page 1 of 1 Contractor's Address: 9301 NE 6 AVE SUITE A -101 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 13 BLK 44 LOT SIZE 78.720 X Fees: Description Amount FEE2004 -4415 Building Fee $275.00 FEE2004 -4416 CCF $4.80 FEE2004 -4417 Training and Education Fee $1.60 FEE2004 -4418 Technology Fee $6.88 FEE2004 -4419 Scanning Fee $9.00 Total Fees: $297.28 Total Fees: $297.28 Total Receipts: 0.0■ Permit Status: APPROVED Permit Expiration: 10/20/2004 Construction Value: $9,925.00 Work: RE -ROOF BUILT UP ROOF Signed: (INSPECTOR) .5254 MAY 0 7 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: sXGfi VELOCITY RTYRRICAMM ZONRS - REQUIRED OWRERE No'i'IFICATION FOR ROOFING CONZIDIRATIONS 11524.1 scope. 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 1S of the .Florida wilding Code, hui _icUng 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 .designated space indicates that the item has been explained. 1. Aesthetics-Workmanship; The workmanship provisions of C banter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wired resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not par: of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Rar►n,iling wood Decks; when replacing roofing, the Existing wood roof deck may have to be reriailed in accordance with the current provisions of C hapter 16 (High Velocity Hurricane Zones) of the. (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 comtQn roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed, 4. Exposed aei.liage: Exposed, open beam ceilings art 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 he acceptable. The provides the option of maintaining this appearance. S. Poudiraq 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 area of the roof. Ponding can be indication of structural distress and may require the review of a Professional structural engineer Pending may shorten the life expectancy and performance of the new. roofing system. Ponding conditions may not be evident uncil the original roofing system is removed. Ponding conditions should be corrected. 6. overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup 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 requirements of: 7. v®r:tilation; Most roof structures should have some abilit natural airflow through the interior of the structural as building itself). The existing amount of attic ventilati be reduced. It may be beneficial to coneid additional v ca re 1 bin extending the service life'oj he ro .p, • t�... / wner'e /Aye tie Signatu tractor's ignature NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: .THE UNDERSIGNED hereby gives notice that Improvements will be made to canaln real property, and In acco 'Chapter 713, Florida Statutes, the following Information Is provided In thls Notice of Commencement, 'dance with 1. Legal description of property and street address: , 5 V[ a Lo-„ „„ a 2. Description at Improvement: 3.Owner(s) name and address: Interest In property: Name and address of fee simple titleholder: 4. Contractors narne and address: pct tto A - 10% 5. Surety :(Payment bond required by owner from.contractor, If any) Name and address: Amount of bond 5 6. Lenders name and address: Print Owners Name Swop, to and subscribed before me this Notary Public . PrInt Notary's Name 7. Persons within the State of Florida designated by Section 713 . 1 3(1)(a)7 • , Florida Statutes, Name and address: 8. In addttlon to himself, Owner designates the followIn receive a copy of the Section 713,13 1 9 p erson s () to i PY Uenor's Notice ( )(b), Florida Statutes. as provided In Name and addresa: 9. Expiration dale ot;this Notice of Commencement: (the expiration date is 1 year from the date different date is spediied) _ of recording tfnless a I • 4MM Sandra I). Hart 0 Commission # DD 014872 9 a Expires April 2, 2005 ' rF ` � ' Q Bonded Thre " Atla attc Be y Owner upon whom notices or other documents may be served as provided STATE OF FLORIDA, COUNTY OF DADE I HEREBY CE TIFY that this is a t of the ::nrnal filed .r off!c,I on • A C 20 V� ..!'NESS my i nd an � r. al Sea I iP,RVEY R . County Courts f ;y . D.C. 111111111111111111111111111111111111111111111 CFN 2 R027357n O R Bk 22226 Ps 4254; Ups) RECORDED 0)4/20)/2004 13:46:20 HARVEY RUVII.1, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE • Contractor's Name: Job Address: Di New Roof --- .. ■■w■■■■ ,G*12111�! -MTZEJ Mf Cam` C Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Section A (General Information) Permit No. D/S E ,t/40/e- /ec0•✓G 3 2 f /'E 'PS Si ■eee j r ROOF CATEGORY - Low Slope U Mechanically Fastened Tile Mortar /Adhesive U Set Tile [l Asphaltic Metal Panel /Shingles Ej Wood Shingles /Shakes Shingles E Prescriptive BUR -RAS 150 ROOF TYPE Er Re- Roofing Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) /3 3 Section B (Roof Plan) Repair 0 Maintenance Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow and overflow drains. Include dimensions of sections and levels, clearly ly identify dimensions of elevated pressure zones and location of parapets. .!, Pil Total (SF) / I l ! i!IJUj misonammunikummi - I niir 1 NI d IN fC4111111M5EMEAEM-021111111111111•111111•11P 1:11 _ Iiiir ' , iiGiriis — c •11 111111111111111111111 i 1111 1•111111111 r MEM 1 / V • • _r e �.... '' Florida Building Code Edition 2002 ' 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. NOA No.: D 3 0 .(e 1 . 0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: S7. 3 Pmax2: W / Pmax3: /3 7 Max. Design Pressure, From the Specific NOA System: — 4 6 Deck: Type: i1tVo-o(— 3/p Gauge/Thickness: Slope: F4,4 -1 _ U,CT/yot P Anchor /Base Sheet & No. of Piy(s): . . -. - = _ Anchor /Base Sheet Fastener /Bonding Material: .f i poph 4 /Lk r 64# rir,E /Mart Insulation Base Layer: /S. Cy/¢s/ ✓/t.t 1 Base Insulation Size and Thickness: /• I‘X 4 Base Insulation Fastener /Bonding Material: 717)0 4' 01 A/ /,a N (/q- Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Al PE,ckQ t;f-; 0, Base Sheet(s) & No. of Base Sheet Fastener /Bonding Material: Lao L ,' Ply Sheet(s).& No. of Ply(s : C L PIy Sheet Fastener/Bonding Material: Top Ply: / aXf /eW D /7o Top PIy Fastener/ Bonding Material: t Surfacing: G/L44 & Section C (Low Sloped Roof System) ✓F Fv . 4 G = 39.' P4,ees.eE,c 39x /544 S /4 6-9/ )(E.7 717 = Fastener Spacing for Anchor /Base Sheet Attachment g Field: / ' oc © Lap, # Rows @ 9 • oc Perimeter: " oc @ Lap, # Rows 3 © 7-0c e '^ Comer. 7 " oc @ Lap, # Rows 3 — @ 7 • oc -L >{ Number of Fasteners Per Insulation Board Gam -.-ci Field Perimeter ____Corner __ Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. g," P /7.F,el(r P Na ' ,Z " '/?T/16o / /.e ' /2SC,»V /1� i '1(415144- 1 FT. Parapet Height J i 2/ Mean Roof Height -/3741.3 79 123_01-48 5/03 PAGE 3 8 7.41 M I A M IhDADE 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 manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviet7i+edt6y Oral* Zuloaga, RRC. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 1 of 32 APPROVED ASSEMBLIES Membrane Type: Deck Type 1I: Deck Description: System Type A (1): SBS Wood, Insulated 19 / 32 " or greater plywood or wood plank Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, ISORoc, BMCA EnergyGuard, BMCA EnergyGuard Composite, EnergyGard ISO, EnergyGuard RA Composite, EnergyGuard RA Minimum 1" thick N/A N/A Wood Fiber, GAFTEMP® Fiberboard, BCMA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP Recover Board Minimum V2" thick N/A Faroe, Perlite, GAFTEMP® Permalite Minimum 3/4" thick Fiberglas Minimum 15 / 16 " thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base Layers with a second layer of approved top layer insulation installed as the fmal membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any Options: of above Anchor 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 Anchor 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) N/A N/A N/A NOA No: 03 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 9 of 32 GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor 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 Anchor 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 Anchor 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 Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS Flex P1yT"' 6, GAFGLAS STRATAVENT Eliminator Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat - We1dTM Smooth or RUBEROID SBS Heat -Weld 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One or more plies of RUBEROID® 20, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD ®, or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. 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 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%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 10 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply "1 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or V2 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 comer 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 nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 , TGFU.R1306 - Roofing Systems Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Online Certifications Directory TGFU.R1306 Roofing Systems Questions? Roofing Systems Page 1 of 36 R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens - Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypstun board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it roust be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Der•is -Deck® in hot asphalt. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is • a suitable alternate for Type Gl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply ) in the Class A, B or C roof systems indicated below. http:// database. ul. com /cgi- bin/XYV /template /i.1SEXT /1 FRAME /showpage.html ?name =TG... 10/23/02 TGFU.R1306 - Roofing Systems Page 2 of 36 The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C i roofing asphalt, for use with organic and glass felts or modified bitumen membranes. " Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR A ME/showpage.html?name—TG... 10/23/02 TGFU.R1306 - Roofing Systems Page 7 of 36 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. . 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — "Weather Coat Emulsion" at 3 gal /sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: — " Weathercote Low VOC" or "Weathercote" - 2 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Unless otherwise indicated, "EverGuard SR" membranes used in systems are mechanically fastened with large head metal or plastic fasteners spaced 18 in. OC and max 2 in. from membrane's edge. Adjacent sheets are lapped 4 in., covering fasteners. Laps are then heat sealed. The "EverGuard FB" membranes are hot mopped in place. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board or 1/4 in. (min) G -P Gypsum Dens -Decke are used directly over the deck with all joints staggered 6 in. (min) from plywood joints. http : / /database.ul.com /cgi- bin/XYV /template /LISEXT /1 FRAME. /showpage.html ?name =TG... 10/23/02 • TGFU.R1306 - Roofing Systems Page 9 of 36 4. Deck: C -15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: — Membrane: Surfacing: — 7. Deck: C -15/32 a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. — "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or concrete roof pavers. Incline: 1/2 Slip Sheet: — One or more layers Atlas Roofing "FR50 ", mechanically fastened. Membrane: — "EverGuard TPO Plus" , 45 mil. Surfacing: — River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. 8. Deck: C -15/32 Incline: 1/2 Base Sheet: — Two or more layers Type G2, "GAFGLAS Basesheet #75 ", mechanically fastened. Membrane: — "EverGuard TPO Plus ", 45 mil. Surfacing: — River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: — Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. - 2. ' Deck: NC Incline: 1/2 http: // database. ul. com /cgi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =TG... 10/23/02 - TGFU.R1306 - Roofing Systems Page 11 of 36 Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. 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, 1 -1/2 in. min. Base Sheet (Optional): — One or more layers Type Gl, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Grundy "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 M. min. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more layers Type 01 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type 01, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite, offset 6 in. from joints. Base Sheet: — One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically http: / /database.ul .com /cgi- bin/XYV /tempi ate /I.TSEXT!t FRAME /showpage. html ?name =TG... 10/23/02 • NQTICE. OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: .THE UNDERSIGNED hereby gives notice that Improvements will be made to cenaln real property, and In acco ' Chapier 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. rdance Kith 1. Legal desc;ripUmn of property and street a ddress: 3c u E ' L 4ij j 2. Description of Improvement: 3. Owner(s) name and address: Interest In property: 0 / Name and address of fee simple itileholder: 4. Contractor's name and address: q�► �E c::(4.41.0 A - ca 5. Surety:(Paymenl bond required by owner lrom.contraclor, 11 any) Name and address: Amount of bond $ 6. Lenders name and address: 1 111111 11111 11111 11111 1111111111 11111 1111 1111 C: N 200.4- R0'27: 70 OR Bk 22226 Ps 4254; ries) RECORDED 04/20/2004 13:46:20 HARVEY RUVIth CLERK. OF COURT I1IAt1I -'DADE COUNTYP FLORIDA LAST PAGE 7. Persons within the Buie of Florida designated by Owner upon whom notices or other documents may be sere by Section 713 . 1 3(1)(a)7., Florida Statutes, Y ed as provided Name and address: 8. In addttlon to himself, Owner designates the tollowln Section 713,13 1 9�Person(s) to receive a copy of the Usnor's Notice ag provided In ( )�), Florida S tatut(3s: Name and addresa: 9, Expintion data oOtls Notice of Commencement: One expiration date Is 1 year from the date of differ @ n / date is wed) _ recording rimless a 91! VEr abli / r / • ,, o af owner Prlrrt Owners Name Swoh to and subscribed before nie this Notary Public Print Notary's Name day of at D. fiart ,;: cu:mmss;on # DD 014872 = �_. ,,��. •`o` Expires April 2, 2005 F . ` Bonded Thrn "" `• awl. Bonding Cg, ITML, Prepare � _r _. -0141 a , Address: , „s / i F DLJ Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 5i- /ee • Job Address ���� /� /. � ' % Tax Folio Legal Description Owner/Lessee / Tenant 2 1-1R.5 /O ///'itiAoOff Owners Address _‘5_d) Contracting Co. CCt /yO . Address Qualifier /d e Phone 553- V7Z Ins. Co. v i- B � ��.� 1 irL) .Date da t. 11� it r C.C.F. NOTARY BOND 3 0 0 Electrical Date TOTAL DUE 7ol. .3 7d- Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commence pent. 1. Legal description of property and streel address: ‘? � q.`"3 2. Description of improvement: 3. Owner(s) name and address: � . )- 4 ) / t Interest in property: F--/ E G7 -- } 2 Name and address of fee simple titleholder: 4. Contractor's name and address: /4 • -2- • S - C C.Vp „e1 rl � a / S uL / I-4 -I-rt e> l, J: i/ 1, 3 3 //- >� 5. Surety:(Payment bond required by owner from contractor. it any) Name and address: Amount 01 bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di;; rent date is specified) SiO of Owner Pri Owners Name 3O,tru.5 k , • a e Sworn 10 and su • ribed before me this > . _ day of • A j, i' (d 'S1 "' 'J i r� ). E u(D � ._. c _ = ` J _ ..: Noi;Ctic,L s2 D. Notary Public Print Notary's Name AJ/4 STATE OF FLORIDA. COUNTY OF DADE HEREBY RTIFY foot this Is a Imo copy f fho d o j�rlgina.•il 1 e i� o� on y- `� A. D. 19 S al. ircuif ondCounfy Coutes D.c. Prepared by: mobitti ' Address: /'/ ./ . -`6/2-7 eA/Y-- !Coalmines Name: / ROOF CAIEGORY 0 (Low Slope Application) 0 (Nail-On Tik) 0 (Mortar-Set Tile) 0 (Asphalt/Fiberglass Shingles) 0 ( Metal Roo(s\Wood Shingles & Shakes) 0 (Other) ROOF TYPE 0 New Roof �3(e 0 Recovering 0 Repair 0 Maintenance Flat Roof Area (&) 3b Sloped Roof Anta (r) Total (ft') Q3C ° Master Pennit No. Exposure category (per ASCE 748): Buikling Classification category (per ASCE 748 table I): u.b,b crr 69 FL Ft (z) kie 3 ) i- tILLIACAMUT Fastener Type: \ 1 4 / 12-(rn ItVYM& 6 SPACING Reid: ROOF REIGITILAND SYSTEM DETAILS (Draw details ld/ DC'IS vs/CI (ci Perimeter: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 1' Corner: Job Address: L 6: A- ; 7 ------------ — _ - ------- De - _ - - • 0 • of ROOF PLAN 6 I•II'- IIUUnUt: ( :r \I' I\hrlrii:rl; t ralinn I Jti I Alps IZuarl \Vayne, 1•IJ on R) Your application lot Product Appi oval of (.;r \1' (\la(jia15 (_uipv1;rsiu)r [tlyttll)SCU11L11ll iulloULS.}'S1en under Chaplet 8 of the 1\lctrr'polilan Dade County Codc governing the use of Alternate Materials and types of Cons(' ucliun, and completely desciibcd ill the plans, spccilicalious and calculations as submitted by Construction Research Laboratory, Inc. F :►c(ury Mutual I(esealcll Cur put atiun, Suutit IIorida Test Service, Underwriters Labor atmies, Inc. and I)ynalecll Eri inecring, Inc. has been Icconunended for acceptance by the Building Code Compliance I)cpattmenl to be used in Dade County, Florida under the specific and standard conditions set forth Iles chi. 'I he approval shall he valid fora period u1 duce years. The IJoilding Code Compliance Department reserves the right to secure a product or niatcri al any lime for a jolsile or manufacturer plaid lur quality control testing. If product or iiI itcrial fail to Ina form in the approved manner, the Codc Compliance Department may revoke, modify ur suspend the use of such product or material immediately. .1 he Building Codc Compliance Department reserves the light to Icquirc testing of this product 01 material should any amendments to the South Florida Building Codc be enacted affecting this product or nrtictial. 'Ike expense of such testing will be inculrcd by the tvl ivnufacftucr. PRODUCT NU. : A( :I :1 :1' I'AN(. :F, N().: 954030.U(i EXPIRES: NV .. 1!a19 1J1 APPRovu): MAI 0 4 1995 rot I11(31'Ul BADE GU(JI.1IY, I101 110A 1v11_ I I IU•1)AI)E 1:LAGI_LI I IJUII_DINO UUILU1110 CUBE COMPLIANCE UCI'AIttMI:111 SUN ► r1AtILI:I1 (UILUIN O 110 WI :Cr rLAULrII Illtlt I r 11.(311111A J :1I:IU•150 N r��/ 1 1 t N 1 1:11:10.150.1 I' )I ,l,. �__ �J�' L��.���)1 �L�t1L11 ()(J5) :I /G20U1 '. 0 ) i t'nX JU5) 1!G•2000 1 / (aril Rod' igucz – I'ruduct Control Division Super visor -PLEASE NIYi I - 1 IIIS IS TIIE COVE,1(SIIEL I'. SEE ADDITIONAL I'A(:ES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE CON' !ITI'CE this application fur Product Apptuval has been tcviewed by the Mettuputitntt Undo County f4Ndtng Coda Compliance Dcpattmcnt and applovcd by the Building Codc Committee to be used in Dade Coot )yl FlorIda under the conditions set forth above. 1 —• J Uth tics Danger, P.E., Director Building Code Compliance Depatttueut ' Metropolitan Dade County Cooixc|: William .1. Wood/ N/ rcioxo[[cc|micx| Set vices (201) 628-3000 • . 2 Mull odrigiiez |`/oJuu Conti o|No.: 95'U33V.116 • ` ; �/,� ,� 1\.1j)I('.I.i.al \\total Sleet ('t, I,i1;Ithvci1:I,I Com:tete 1'utnc(1 (i}'I,sunt I I'tutluct C'uttttul thi.: 95 - Q331).06 I:ilnutts glass I'etlite I il 1 I:.xl,antic(l ItuI3'!;13•tcnc I'ulyisuc) anus ate Ct,tnl,usite I luat ti Nla\.i_litultl._I,�c il;u_11�•Ssu),C.S 1 - G(1 l,sf -7; 1, ;f ,I }t 1):( - -15 I,sl. --15 psi' r' i . ct.i;�l 1, laysiliu►liut.l Wood Class i\ Steel Class A (. uaetete Class A Lightweight Com:tete Class A Vowed Gypsum Class A Note: lire classifications and ntnximuui design pressures do not teferettce all assemblies 'over deck types. system listings for design pressures and the Utiderwi iters Laboliaturies Routing Materials Directory ur other approved testing agency listing directory for Fire Classifications. 3 haul Ruth igucz o• • Applicant: ( ;,\ I' I1lalr.r i:rl.ti I'm poi nli�rn 1.1() I Alps Ruad \ \'aync, NJJ (74 111 1 S I I.I\IS 1'RUI)1I(; I CON I'ROI, NOTICE ICI'; OF ACCE1' 1'ANCE IZUUI'INr; SYSTEM I;t\I !\ I'I'ROVA1., (;►I�I;��ly_ Membrane Reuling System `i�ih_( alegui.y_ Isuill up Roofing I !I)e; fvlodilicd 1 ilurncn �J-�1I_ ►.t escril►liutt Product ( :ontrol Approval Date: IYVIY 0 t1. 199 Lx pi at R11 Date: _NOV 1_ x_1-9-9 GAF (Materials Corporation has been manufacturing commercial roofing products for more than 100 years (:i; \I: produces a wide range of roof products for built -up roofing systems. The modified bitumen products include loll► API) and SI.1S products in smooth, granule and fire rated versions. In addition, ti! \1' offers two ply modified systems to meet the specification requirements for multilayer SUS modified specifications. (MI' products are distributed through a wide network of roofing wholesale distributors throughout the South I'furida area. GAF provides warranted systems over various insulated and Don- insulated substrates, copies of which can be obtained front GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Iteseareh Corporation and Underwriters Laboratories. GAF modified bitumen membranes hove been tested in compliance with ASTtv1 U 5147 test requirements. I's ut10c_I ( i /11:6I..ASO SUalavcnl4u (Veal 1'1`') for hlaiI; IIe 1)ccl:s. GAF( AS'1Q `;ltalctvcn1( (Veal Ply) Pei lig ate(' ( ;Al (il_.AS I'l)' ('tic ( ;AI'(. ;I.AS I'Iy'1 (. AI (.iI. AS.1175'w GAI:61,AScIi' 3' x 36' Mineral Surfaced 76 lb. roll Cap Sheet GA1' Materials (orpoiation Asphalt • Concrete Printer 1' x 1(1" I)c) 11). 1u1I 3' x 180' '15 1b. ro11 3' x 18(1' 'IO lb. loll 3' x 108' 75 Ib. roll 5, 55 alions , 5 gallons Gi 1 Ivinte ials , lioi•tition i'ilicr+ed •, Aluniitiuiil , • GAI: Materials 5 gallons • (;(ii ptitiitioii ;.1VeatitetCtiatrg , :l.ihiilslwi ` . Materials . 1, 5 gallons Corporation Jclbiak All • • Weather 1'itistic Cciiient AS . I I\1 1)189 I) 3(,7'2 AS•IT•I I) 2178 'type VI asphalt impregnated glass felt wills asphalt coating. AS 1 M I) 2178 Type IV asphalt Impregnated glass felt Willi 119)h )II coating. AS I Iv1 I 1601 Asphalt impregnated and coated glass teat base sheet. AS TM i\1 I) 3909 Asphalt coaled, glass fiber mat cap sheet surfaced with millet al granules. AS'1'M 1) 4 I I'noduct Connol (lo.: 95- 0330.u6 I't oduct I)t ctiptioll Fiber glass base sheet holm egnaled and coated on both sides with asphalt. Sun faced on the bottom side with millet al granules embedded in asphaltic coat ing. Fiber glass base sheet impregnated and coated on both sides \Vitt% asphalt. Sut faced on the bottom side with mineral granules embedded in asphaltic coating. Asphalt concrete printer used to promote adhesion of asphalt in built -up '. roofing. AS'11■1 1 , '024 l'ibetcd siltisnintini coaling. AS'I M I211 Sin face coaling, fur stnlioth siii faced roofs. AS'1M i) 3019 1teCined spldld With a allies on AS I'M 1) 3409 stabilizer and (Them. to wet atil dry surfaces. 5 Raul Rodriguci _ / l'Lt�.tltic.! L1ilt,lciksi„Ils (; \I 1'•lalcti;ils 1, i, 53 gallants ('utputa(iun Jethl iI: I:lashli(c'fe Cement (ii \I` t\lalctials 1, 5, 53 gallons Cot potation Plastic Cement OAF I\Iatct ials Cot potation 1\Iincr SItiek.I4k' lirmtulcs (Al! I :1\ I I''Jt' Isutltctnt It l.ii \I I I:,t\11''i1 composite site ;All l'.r■II't11t 11iglt Density 1: Rio boat d t;AI' 111 Iitfu 111 Standm Rooting fastener 11 I lcavy INity Ifiwlinj; fastener 1'1 111 Fnstclicrs (iAl'•1•I•l•E) Base Sheet • ftistiiiiei nttd L'late t ittivuluiite Plates Parlous ( inf•rF.nll't10 I'cttnalite 1'at ions 11,1F11:1\11* Fillet bunt d vat Ions vat ions 3" and 3 1/2" I'iiiyjtitiltylciic Plates 3" and 3'/2" lest SI,� ilicatJVtl I'IUdlICt 1)csc(jp)tiut AS•I 1r1 1) '1586 Asphalt flashing cement. I'tu�lucl tonnul tlu.: 95 03311.1W AS I NI I) '1586 •1 towel grade, asphalt plastic cement. GI ;mules for sot facing of exposed asphalt, cold process or emulsion. I'ulyisucyanurate foam insulation. PA 110 Polyisocyanutate foam insulation with high density lihcrtwatd or I'crtnalitc IR:11itc insulation. PA 110 I'ctlite insulation board. 1'A 1 111 Fihct huatt! insulation. PA 1 1 u 1 ligh density wood libel board insulation. 1'A 114 Insulation fastener for steel and plywood decks. 1'A 114 Insulation fastcnct 6)1 wood and concrete decks. I'A 114 fastener for tisc I11 gypsulii, tcclth i ;lid lightweight insulating concrete decks. I'A 114 • L3ase sheet fastening asscinlily. • 1'A 114 Round galvalume stress plate's. l'A 114 • l&otitid holyltiojiylene stress j►lajcs: • Raul Itodt igucz .N •u TRADE NAINII.!■ IIh I'It111111(:Is I \IAr'tII ,\(:I IMEL ill' O t iii.;Its 't I'Itluet I'l.(0 1.:.t 12 in) iLSi.VLti `;pCcins :Aito! l cicl ipl ail Manufacturer fly Ihelm Al' vat ions I'i\ 110 I'ulyisucyanulalc roam Apache I'IUtluctsCo. insulation I'ylux v ;u ions I'i\ 110 I'uIyisocyanurale foam Apache Products Cu. insulation \1'llitc Line taboos I'i\ 11(1 I'olyisueyanutate foam Apache ()ducts (2u. insulation A( :I'uant Composite various I'A 110 ACI'oaltt I Vmion; I'A 11(1 i\CI't1 II v I'A 11 0 11y,•I'r.c vat ions I'A 110 11y1'I :t: 2 various I'r\ 1IU I v. I htetn1 AI' various I'A 110 I ly -'l helm \Vhitc v;u iutls I'A 110 Line ly -'I I►ei m I'yt ox vat Miss I'A 110 1..0k va►iuus VA 110 1',tic► l,Y various 1'A 110 I het max I'ulyisocyauut ate foam insulation I'ulyisocyanutate foam in•:I1141m l'olyisoc) foalit insulation I'olyisueyantllltic loam insulation I'ulyisocyanurat : foam insulation I'olyisocyanulate foam insulation I'olyisoe)'aInil ate foam insulation I'ulyisucyanuiate loath insulation 1'ulyin•,. j nnntate funo% insulattiutt Poly isocyattu arc foam insulation Raul Muth'Euez I'IUaluct Clara ul Nu.: ')S 0330.06 Atlas Energy Products Atlas Ellerhy I'IIIIIH:IS Atlas line(gy Products ('clutex Gulp. Celotex Corp. Cclutcx Cot p. Cclutcx Culp. Cclotex Cut p. Cclutcx Co . Cclutcx Corp. I -STAR I't,���llacl I )cl: f,ist Fastener s 111 L)cklasl 1 aslcncrs 1115 1.)a fast I'astcnca s 1/11 l 1luducl I )ii.iui)siois 1)csc1_iplilu i PA I I 'I I)cklast 1lcx Plate J. ) /R" x 1'A 11 I I /'l' 1)0 :I ;1 ast I,ai:l: Plate I" x I 1 /4" PA 11 I'ul1lnolavlcne locking plate. I'A 1 I , I 1 Pk PA 1 1 4 Insulation fastener for steel Construction and cunciete decks Fasteners, Inc. ( jalealuane liex sless plate. Construction Fasteners, Inc. Insulation fasteners Iur Construction concrete decks Fasteners, Inc. I'/\ 11 Insulation fastener for steel Cunshuction and wood decks. Fasteners, Inc. Aluminum fastener fur Creative lightweight, gyps''' and (:'unshuctiun tectun► decks Components I'A I I I'ulyisocyanuratc loam Firestone insulation 1St) 951 OW various I.`it i 951. (31., various PA 110 1'olyisocyanurate foam insulation !it) 95 l:Culitiiosile 1S0 951. IliKti Density Wood vatious Fibelbdaril lieililc` ittsulatioit vtiiioits L'A t 10 I'll I 10 1'ulyisucyantl ate ! pei Iitc ;.1' irestode l it.lged insulaliolt l'A 110 I'ulyisocynlitirate foatit insulation • ASTfvI b 312 Type 111 or IV f►ot asl H geiieiic ,. bituincn adhesive 1'A l lU Wood fiber insulations board Fertile insulation board R Raul Rodriguez I'►oduct C;unt►ul No.: 95- 0330.06 •lanialactincr C'unstt racliun Fasteners, Inc. Firestone •U I't uduct Cotat ul Nu.: 95- 033(1.U6 I es I'tuduct Pr I : )i l.t. ae *io ns. SI)ecili 1 Red Itusi)t vat ions R I'Jails (\Iinitnuttt 11 I'i\ 1 1.1 (.;ut1osiun 1csist;tnl annular genetic 1 2 ling shank nails I in (';)I)., l\lin I). t•.;t. y. yI)e \ li)I)snttt v File tcsist ; rated g)•I)sunt generic .,Intdi • fu l) v;uions I'i\ 110 \Vaud lil)ctl)u;ud Cieutgia - I'acilie Aluminum toofcoatittg Glumly Industries 111I\II1 aluminum tout' coating 6111114 Industrial Emulsion 11 I'1 Iluu[ .I Ip l'A 121 Rosin paper Fur ltat t icr genet is lave' on wood decks liim.ufa Utica Col ttr.;ion tcsisl; circular ge IC d i s cs. PA 121 Asphalt emulsion thumb Industries I'A 114 Insulation fastener steel, CC \V I3uildcx wood or concrete decks In ulatiun fastener fFW I3uildcx Fastener PA 114 l.jtiluIek I'A 1 14 3" square galvalutue AZ55 1TW I3uildcx I'lelninttt Metal 3" square dress plalc Plate Slandatd Plastic 3" round I'A 114 Poly olefin plastic plate 1'1'W I3uil(1cx Plate Karnak Corp. Karnak Nu. 169 AS'1't`1 1) 21,21 Aluntittunt roof cuotlttg PA 121 Roof coating Karnak ICtuuak 97 . ►'A I lU 1'ulyisucyanuratc foam / Nike) Barriers, lttc• Battier Iluatd Plus various wood 1iher insulation . 9 Raul Rodriguez L'IJR( i'1' PSI-25 -1 vai ions I;iJlt(�' - Plus .'Pl ltr i'1' - I I'I :u ion's I..'•R0'1' ( !Oft rite ( 1' I 1.1(:d Na t)Iyut {tic C -R Base Shed l :asleiicr and Plate 1)iineii;iiiri ti1)ccilic;1liIJ.it Lest' :iil!IiVll vaiii1us vai ions t.)lyntl,ic Standard 3" round Test °duct I'A 1 10 I'A 1 1 u vai loos I'A 1 1 I) I'A 1 11) l'A 1 10 l'A 114 I'A 114 Olylupic U2 plate 3.5'. Found 1'A 114 Olympic 3.25" round I'A 114 ('ulypropyleite Olympic Fastener l'A 114 1'A 114 Pihetglas various . PA 110 Polyisocyantrate Fuson insulation I'ulyisocyantn ate loans insulation I'olyisocyvnu ate loam insulation 1'oIs•i•:ncy : loam insulation 1'ulyisucyanul ate Foam insulation Colic deck insulation Fastener 3" round galvaluntc A735 steel plate Insulation Fastener plate. 10 Raul ltodtignet I'roduct Contiol No.: 95- 0330.06 MstIIIthtt_QIsnc NRu Ilarricrs, Inc. NR; Barriers, Inc. NIt(:; Barriers, Inc. NIK; 1t :uricr s, Inc. NRG Barriers, Ine. Olympic Manufactur ing Group, Inc. Olympic Manufacturing Grunt), Inc. 3.5" ruiuitl galvaltinie AZ55 Olympic steel plate. Manufacturing Group, Inc. • Polypropylene Olympic plastic plate Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Base sheet fastener and Olympic Manufacturing Group, luc. 1:iber glass roof insulation Owens- Corning Fiberglas Corp. u Product I uan,gIas Iloaid n9ulli ■lax 1li(tntaluof C om p osi te cs•( :ut'� r F IIt.) litsul -Iixx Fastener Rawl I)rivc Rawl Fasteners 111).. awl l s te a ds • a t in t'at ions I'A 1 1 O various 1.1111;( 411( various lusul -rixx Fastener Iusul -Fixx S 3" square Insul rixx I' 3" round lest Specification I'A 110 I' A 1 1 n I'A 1 I O various I'A 110 I'A 110 I'A 114 l'A 114 I'A 114 3" square galvaluine AZ55 SFS /Stadler stress plate I'A 114 I'A 114 1'A 114 PA 114 I'I Clod I)c kxp;u,cicd glass insulation Pittsburgh Corning bu;u (I. I' ulyiso cva nurat e fo am !Unix, Inc. i I'olyisucyanuiate foam / Ittnax, Inc. polite composite insulation I'ulyisucyant loam / lescobuat11 insulation I'olyisocyanuratc fount / lescuboat(1 insulation l'olyisocyanurntc fount insulation insulation fastener for use in steel and concrete decks Insulation fastener for steel SFS /Stadler and wood decks 3" round plastic stress plate Insulation fastener and steel and plastic stress plate for concrete deck insulation fastener For steel and wood decks Insulation fastener for use in steel, wood or concrete 11 haul Rodriguez _ I'tu(luct Control No.: 95- 033U.06 Mirmi(1C1!cr Schuller International lne. Schuller International Inc. Schaller International Inc. SFS /Stadler SFS /Stadler 'The Rawlplug Company Inc. llio Rawlplug Company Inc. ..The Rawlplug ` Cotiiliatiy tnc. • N c;l . ( 'inrr ;lincliin Itc".1:;11cli I.:Owl:1101 N•, Inc. I csl I(I01111C1 11.1818 I ;ncluiv hlnluul .1 111.1;\ 1.nN1 \VIIRI Uplift 08/26/92 Itcscaicli C m pIualimm JI: I V7nU Wind Uplift 07/16/92 .1 1 V8A Wirnl Uplift 06 /28/93 .11. 1It1n6.ANI \Vinci Uplift 11/15/91 J.I. 0 1.2(),1., \tvl \Viu(l lJlrtilt 10/17/91 • 1.1. (t)6n6.nl\l Wind Uplift 07/16/91 J 21\1Un11a\NI \Vint Uplill 03/21/87 .1.1. 3X3n2.nt`1 \Vind Uplift 08/02/94 J.1.01'9()5.AM Wind Uplill 07/29/9,1 Wind U lift 08/02/94 , J.l. 3x_ ;n�.nn�1 I S„ull, F lul itla t inl - 51 -X -'J 15 Physical hope' ties 03/08/91 Test Set vice I InaIc(writci s R1306 Fire Classification 08/01/94 Labia atolics, Inc. Wind Uplifl, Small 02/02/95 Uyn;Ueclll:ngincering, 3600.02.95 I Inc. Scale •I•cst Reports Ics.1.H.41.11e/Icpo t wi 111,1111 07/10/87 11 Raul Itodri6UCZ _ I'iu�luct C'unuul tJu.: 95- 0330.06 eM llei nbrane Type: Uccle type I: I)cck Ucscriptiuu: System Type MI General and System Limitations apply. (lase Sheet: One ply of t;AFI;LAS.$) Ply 4. GAFGLASQ I'Iy 6TP, GAFUI.AS'rt' 1175 or.. l;r \F(:;LASIw Stiatavcnt® (Vent Ply for Nailable Decks mechanically fastencd.as described below: Fastening: [lase sheet shall be lapped 4" and fastened with approved tooling nails and tin caps 9" u.c. in the lap and two rows staggered in the center of the slteet 12" o.c.. Note: Ply 1 and l'Iy 6'A) applications require sheathing paper over the wood deck before application of base sheet. Ply Sheet: (Optional) One, two or three plies of III F L l ' y at CrAFGLAS® Pate 0 25 a single , , my of ltul,ci oid N 20 in type Ib. /sq. t .15%. Nlcinhtanc: I One tl■• ttl' ItitberoidtN Ivtoli Granitic, Rubcroid'N Mop plus Granule or Rubcroid'Pt MOP Flt Ill tYlne Ill of IV asphalt at iiti application talc of 25 Ih. /sq. •i. I S.o• Optional) Iiistall title date following: • 1. • c,IGLASt® Ntitierai Surface Cap Sheet in type III or IV. asphalt application at of 25 lb. /sit. * l5%. Sut[aciitg: \Vood. Nun - insulated "' ur etcatcr plywood or wood plank clocks Mist: , .heel mechanically fastened. MLtiittutit besigit Pressure: lVlaitiiitutit mile Classification: Class 'A'; see General Limitation 112. Maxiitittiti Slope: 3:12; see dencral Liittitatioit 113. • Spcciticatiott No.: N - I - I - M(.i, N - I - 1 - MGrlt, N-1 N- 1- t -ivtOP • -60 Of. 41 . Raul Rodriguez I'iuiluct LunUUl 1lo : '15-0330.06 N-1-2-20/3 N= I- 2- 20/30f r Raul Ruth iguez 42 Product Comm' Nu.: 95- U3.3U.U6 Wood Deck System Limitations: I. A led rosin sheet shall he installed on aII wood plank docks to eliminate avhall wcpat'c and bonding of h;tsc sheet to wood blank clock. A icd rosin sheet may also Ire installed on plywood docks as an option. A red rosin sheet is tequiled on all applications whey.: I'Iy +f) or I'Iy 618) is used as an anchor sheet. >. I'te•assenthled'Cap Nail' shall not be used lot base shoot attachment. .l. fasten anchor sheet y" at the lap and 18" in two staggered tows centered on the sheet. Appruvcd to -45 Irsf. 4. Sec I'A 117 for extrapolation of data for higher design pressures. GA I i1I:iter labs (.'01 puratiun 1.1(11 \Ilrs Ittr;td \\, in., 1 ! 1 (1 /'I /I) ACC:I;I' FA NCI', NO.: y_5_1VL. 1 AI1'ROYIU hl;tl._Clt_Id`tyy_(z j !O I'I_l•I',.�)1'..i1t_:( -:I I' NS.:.I.• :. .? (..t\lyl.)C11t11 c ( >IyUl:l_IUN I . Io•nctcal uI Iltis Acccl.tancc (alcpi oval) shall be cow:idetcd allcr a IeLICtyal application has been (iletf,and the otit,in;tl whntillcd ducunICnlaIiun, including test suplrntling data, engineering documents, ate no bidet,. Mon eight (F.) years. ate, and ,).. Any and all alrinuvcd products shall be permanently rntl uo ur,astsl.,ccilic'ally;tslalc g th specific the fulhccc ing : :Lnentcrrt: Iaadc Comity 1'toduct Control I I c onditions of this Acceptance. ;. Renewals ul Acceptance y ill nut be consickted if: 8) - I (rote has been a change in the South Florida Building Code affecting the evaluation of This pioduc( and the pi mind is not in compliance with the code changes; I01 he pluduct is no longer the same comp wilthitld,tl)catcguitcltncttts of this ace originally If the Acceptance holder has not cc I including; the correct installation of the ptuduci; d)1 he engineer trill) originally ptepved, signed .,,)J scaled the Icgttited documentation initially submittal , is no longer practicing the engineering piofession. '1. Any tcvisinn or change in the ntatetials, use, and /or nruutlactuie l piodu `t01 cl sssl bc i cn tctµtcsted as automatically he cause (irr lei initiation or [Ids Acceptance, unless I (tht(nigh the filing of a tevisiuII application with 81)1)1 ()I jatc fee) and wanted by this (Mice. 5. Any ul the following shall also he grounds for removal of this Acceptance: a) Unsatisfactory per romance of this product or process; b) misuse of this Acceptance as all endoIsentcllt of any product, for sales, advcttisutg or any other ptii poses. e O. 'I he Notice of Acceptance number preceded by IIU`i�hncs l)adc any County, ottion thc of Acc jtt A is , and followed by cxpilation date may be displayed in advcitisutg I displayed, then it shall be done in its entirety. • 7. r\ copy of this Acceptance as well as ap drawing t and of shall bc % I fur inspection applies, j shall bc es at the job provided to the user by the nuunifactulcr or its dish ibut is site at all tunes. 1 he copies need not be resealed by the engineer. �, 1'ailute to comply %vita any section of this Acceptance shall be cause for tetntinalioo and removnt of Acceptance. 9. .1Itis Acceptance contains pages 1 ttuoug 1►t)tI - ENI) O IBIS ACCEI "ANC:►% 99 I'ioduet t:uuttul Hu.: 95- 1003.03 Flank Zuloaga. flans Examiner �miner, 11r7..)1,11,..• r.Gnttalilvi3iott � General Liiliitatiuus: I. All asphalt shall comply will, AS"IT\l I) 312 type 111 or type IV tctluirenlcnls. All proposed asphalt producers must be approved by the applicant. 2. Fite lalinls ate ticictminerl by a combination of slope, deck Type and assembly. Itele: t„ ctt„ent 1111(1(1mitels Lahotatot ics hooting Mate'ials Directory or other li,c I, .linl',,lata li,I' iI by :n, al,lnuvc li' ;lini; lal,v,alu,y agency. Dire ,atinis shall be in co mpliance with Sections 3401.5 and 3 of the South Florida Iiuilding Code. .•• 3. I■laximun► slope tame shall vary for each system; consult current Underwriters .' I.abur;nuiics Rooting Malelials Directory and manufacturer's specifications fur compliance \vilh design CI itet is for each project. 4. An overlay /recovery 'amid ; insulation is shcct is mopped. If no y closed cell loan, insulations d board is used the base sheet may '; using ibbonslintthree asphalt, 12" diameter circles, 24" (Le.; tinuous tows, one at each sidelap and one down the center is acicepttbleall^\Gtt�t ak be al ea of ventilation. Encircling of the. strips placed every 12' in each 1 ibbon to allow cross 12C1lbs' /sy rt. Nutclimaxintunt application Jcsign either system shall be at a minimum minimum late of pressure testi ictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 2041 of the Sunlit Florida building lode. G. All wui k shall be pet formed by n Contractor lice nsed spc i tooti tic it o i i D a d e (.;aunty. C:uhtraelur shall be familiar with the the titanufactu1Cr. 7 •- robin , applications, tlications, niuislute content in tut existing rli I -up to tour be i n c 1e It la II compliance with Section 34111.9(e) uI'tl,c Solidi hluclda 6 8. be Prior to application, ail existing roof sin races used • s a y ding ucol substrate shall the e tested for uplill icsistancc m compliance with ) calculated design pressure of the toot deck. • : y. If rciluiied, any Factory Mutual , \I pp roved vapor barrier ‘ CUl1JU1tCl1U11 \Null " roved adhesives only be used prior to the . aliplieatioti of tho Inupltc lac y or app � � iti t lttliutt t t)•er. t- niter areas shall have an inerctisc t County fastener. density for. for. llw ill.. 1'Criiiietei- and comer s',w:,s:.•, s insultilivit and base sheet in coiupliancc with Dade u ,; ...,: altachulclil and sizing of perimeter trailers and metal I tcolile designs sltitll All , col I'A l 11 of the South l lurida Uuil i tl; C ale. • I l . cu►tloini with Datic County l rulo Raul Rudhiguei. _ Suiilh l l�tidli I Code. 168 Product Control Nu.: 95- 0330.06 12. I•Ia• ;liinl',•; ..,lt;tll be installed ;tccutdinl, to the tn;tuufactuicts standard details, and may be applied in cold application adhcsivc, approved ❑:Itltall ur may be applied in conjunction +•illt an apptu•Cd Iotclt applied modified bitumen I ICntbtane. Specific details, apptuvcd by the nl:urufacturer• shall be submitted with the Section II I'crnrit Application. 1.1. ItoII good materials shall be stutcd (:utputaliun I NMI emcnls. I't uduct Comm' No.: 95-0330.0G i n SU icl c w ill + ( i, \ r•l i 1.1. t•uusult ttnrcnl nude, +vtilcts 1.;tbutaluti1 ; 1)itct :tuty lot the apptuluiatc cualing fat each tuulinl, assembly to obtain the 'Nulled Zile tilling. 'Ilse assembly shall be installed in Sitict compliance ►vith Chapter 311)1.5 and 3101.6 of the South. Hot ida 11uilJinl, ('utle Iut maximum lite classilicutiun. Asphalt ntopp shall b with applied will, asphalt approved by the applicant and shall be a pplovcd in compliance with ct temperature ( I\1) methods of a application. Asphalt cunlainCts or bulk tickets shall indicate an L;v'f, linishctl blu+vinl; lcnl 0:13 . 1 . ) and (lash point. Asphalt types and tetllperaturc lances shall be in compliance wills Subsection 3'103 of the South Florida. Iiuihlinl; (:ode. 1(i. Insulation may be installed in multiple layers. The litsl layer shall be attached in compliance nce with Product Control Apptuval guidelines. All other layers shall be adhcicd in a full mopping of apptuvcd asphalt at an application tate of 25 Ibs /stI. i to 15%, or nlec,h: attached uri sltuuli)6aat thte utanuf; +claret's lilcratutc and/or the 1�IZCn correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pie-assembled cal) nails may only be wuc><I bluc{cing,Il of t.l ►t siJc laps, dd surfaces base such as mechanical tcrntinatton at !lashing terminations. ('ap nails shall not be IsI used for the ing tCual attachment of a base sheet. Tin Tin caps ate tctluitcd by the South II I Il• I he submission of system specifications is and available accompany le in Mlle I t blicati l ns listed t i n Iiuildinl, 1'udC I'ctntil. 'I Ili:, infutntaltun t se 'System UCSCriptiun' ul' this l'luduct Conti u Amu installatiunloC all Its shall documents, as well as the proper application and the sole responsibility of the contractor. t9. MI stand:utl panel sizes ate acceptable For m I attachment. When applied in approved asphalt, panel size shall V spacing , for base sheet attachment is based on ad a minimum l t withdrawal. al 7.11. FastenerI 6 )rofcssiun:d engineer may resistance value ast or 250 I values as tested a Belo 25 ttlta p r e ss io n a e value taken I11;. IC the faslcn 1 terse s wrtl a t sub +l a Icvisctl Caslcnc 1 VA 105. Calculations shall be based on a rupture value Clunl Ih+JC County 1'tulucul 1 /\ IUa. of nt� n+ol:c tll;n� 90 lb,: � � •) (11►C fastener sticss plate pulling over the base ply) ✓ J 169 {'r 2I . ,:; Ilcl spacing 1(11 Illslllillltlll attachment is based llll,.il nlllllllllllll (..hatticteflsllc 1 1'i :c 11 ') 1 )1 IIIU Ihl. as Icslcd in compliance will, I'n 1115. I f I ' as field tested, is helucv :IOU Ihf. insulation attachment shall nut be acceptable. 22. l ii\l clues not allow application of tool coati f,s, other than a pour coat of asphalt and pave', uvet its gi : surfaced Ituheruitl piuduels. Z.I. In addition lu the tciliiiicnicnls of this I'iuduct (:unnol /\pptuval and the Scant' I:It.0 ida Building (.:ode, applicator shall follow the manufacturer's specifications. t 11) Raul Rod' ijucr. _._ I'i uduct Conti 01 Igo.: 95- 0330.06 0 • RUQEROIP Specification N- 1 -1 -MG 1 App,o• 10 ) 2' MR'. r Mtn. SIA. 1 so e' °ArotAs /m nue[=Mor Mu. ems OM ttellelle oe4 'tarp Alpine AeIM Type 111 Or IV Substrate — /, inch minimum plywood, gypsum, structural wood fiber, . lightweight insulating concrete. See "Lightweight Insulating Concrete Decks." page 10. Slupo —Up to 1 inch per tool for lightweight insulating concrete: up to 3 inches per foot for other decks. Materials _ --- GAF Materials Corporation Steep Roofing Asphalt ASTM 0-312 Type III or IV GAFGLAS 175 Base Sheet RUBEROID MOP (Granule Surfaced) Approximate WeIpM Per Square Total 145 -155 lbs. Gueronteet AUBERp�o _... ecIll atIon -_ - -- R U8En010llba S scllicetton ..._. -- N-1-1-MG 12,10 12,10 OAP 6411.1.1 C 04.0110 General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations 1. lay one ply of GAFGLAS' #75 Base Sheet (or in the case or a fresh lrghtwerp• insulating concrete or gypsurn deck where STIIATAVENT (Vent Ply) for Na.Iat Decks is reouired), with a minimum 2 inch side lap and not less than 6 inch en laps. Nail along side lap of the base ply at Intervals not to exceed a inches and • stagger nail down the center uI 1,1 two rows with 113115 :paced ct 18 lch noesv ;ls ill each row. 2 Stalling at the low point 01 1112 I;I .:ully ember.' one ply oI IIUnE11O•111 (Granule.) in a nominal 25 pound! - '00 square leer (plus or m,nus 20 %) continuous coat al Sleep Roorm9 As •1•311 ASIM D -312 Type III or :1. The RUDEROID membrane must be 9nS lo provide 4 Inch side lads ar.J 6 incl eyed laps. ROOFING SYSTEMS (TGFUI— t,o(1ur/..c.r i At Incline: 1/2 ,1. Dock C•113/32 min.. wood fiber. oertite or Weise fiber, any thickness. not Insulotion: iscrenitrece. 2 ,n mopped or mechan'caily fastened .n piece. Joints off tit 6 in. lase Shoot: Ono or more laysIl of Typo G2 GAFGLAS It 15 8eso Shoat" hot mopped or me- cnanically listened in place • or Ply 0' hot Ply Shoot tOptionel►: Ono or morn Iayore of Type GI 'GAFGLAS Ply y mopped in place. Membrane: flubaroid Torch FR" (granule). Surf$tin6 (Optional). GAF Fsbetod Aluminum Coating at 1.1/2 gaVaq or GAF Westner Coat Emulsion et 3 ga Incline: 1/2 '2 Oeck: C.lS,32 Inaulelron (Optlonell. Isocyanurate. Osrlite or glass fibs /. any thickness hot moppe d or me• chanically fastened .n place Joints offset 0 in. 8ase Sheet One or more layers of Typo G2 • GAFGLAS S73 ease Sheet'. hot mopped or me- chanically fastened in puce. Ply Shoot One or more 'evert of Type G1 "GAFGLAS Ply 1" or "Pty 6 not m000ed In place. Mombten°: •Ruboroid Torch FR" (granule,. SurteclnS (Options* GAF Filtered Aluminum Coating at 1.1/2 gel/so or GAF Weather Cost Emulsion et 3 gel /eq. Inellrsix 2 13 Oeck: NC thickness. hot Ineulotton (Optlonsll Isocyenurate, wood fiber board. perlite. glass fiber. any moppe4 or mechanically fastened in plats. Joints off set 6 In. 78 base Shaer not mopped in Sees Shoat: One ot more leyer• of Type G2 "GAFGLAS It Ply Sheet (Optlonell One or more layers of Type GI "GAFGLAS Ply 1place. •' or "Ply ~ hot mopped in place. Me4hbaene: "fiubetoid Torch FR" (gronulel• Suffo:Jl1 (Oflt}anoll "GAF Fiberod Aluminum Cantina et 1.1/2 ()Wog or GAF Weethor Coat Emulsz0n et 3 geUsq. tnclNrst 1 14. Deck: NC Insulation Motions* Isecyenurete. wood libel based. porters. glee. fiber, any thicknoN. hot mopped ot mschonicifly fostened In plow°. Joints off -est 8 1n. dace Sheet One «mars layers of "GA?GLAS 1778 Sew° Sheer, hot mopped in place. Ply 8tieot IOptlenolk One et more !epees of "GAF GLAS Pty 4" at "Hy 0° hot mopped in DISCO. Mentbrerest "fluberoid Torch FW" (granule). Ilwtseta ll (Dome OAF Vkleatlhet Coot Intuition Spp1lod et 3 gwsq of GAP Flber°d Akin* mum Coating it 1.1/2 gsVaa. InOdnit 1/2 Deets: Coll/ tneolation tOpetsns to Feints. flier glans, isoeyenurete. watheno. pedite/l000yenutet• t0000to its a phenolic. Tyler 0.2 « 0-3 bees Moot. hoe mopped ot mtncltetMeelly Seas Shoes One eat molt Ssyen Ply Shot tOptitteeSt Ono of moms Woe of Type 0.1. hot thOligred In pl°c°. Msmtb+e+l .'Fiubetots MaO PR' Mrwwitri. 1/2 NI. D� G18/3 eIS lootlfte. MO glees. lsoo!+tltete. unadiona. pet9to/lao0yanugte 000^0 ire or phenolic. 0 401 0 In from (ohne. Ism Shat One Of Sao Wert of Type 0-2 et 0-3 bass ahset. hot moppsd or michonicaliy lastfood. M fete. Pty Shat (Op St One « mote taper! el Type 0't. haft msptlod p M°ntbtona One layer of ' flubsreld Mop" Woofed. Me0Mtente On* lMyst of "Pluborold Mop PIS' (Oretwlef infant 1 fl. Deck: NC wood fiber. Iso0ytanurste. urethane. pedite/l ocy°nta• tnwuletlen Modena* Pettka. fleet 01916. race composite et phonates hot mopped or mechanically Shoot Ono o mere layers of Typo 0.2 a 0.3 bees shoes faet6nod• Pty Ottt»t Moslem* One « /note layette of TYpe 0-1. hot mlopp5d In Place. Meretetsote One Soya of "11Subaeid Moo PA" lamed 10ptbsne 1 II. lnsu NC Pe dlNlr M� wood tooling j yenurate. urctbene. petllte/(eocyerw In111a11 Wf1 0t Site edm0aaite a phenolic Sew 1O Sheet ptlena.One ell mare toyer* of Type 0.2 of 04 bees when, hot m000ed a a ' ' . chaotically lestined. • . Ply theist (Opdonillt OM a Mos Irwin of Ty.te 3- Its t ahcoped.h place. . U0Mbtehae Ono layer Of "Rubotoid wale (; Meeh`fsoot One I5yet of "Rubaotd MOS P1 1.fro!I4l 'In . �. 19. peek: NC IniulstJon 1011t(onsl! One of Moro 19ysrs 61 parsers. Blahs Ilia. iaocyanurals. urwtnans. per- • tiii/Iaocylnurele cornpesttI of p141110110. any thickness. « sdl rsted with Karnak Chent(eal Co.' 3eo I or iba 01 more OW of 16 a of hot lttep0� « a the.ad WO Kan�k 114 e4h1.>itts s: 1 6044 . ~No. 11" a Gieeon-llotnen "No. 6160 t0" cold apW Membtsnto Ono !silo of "Rubetosd Mop CS" (ramie' het to hell ieta. 2 hW W fl C htulucel Co. "No. t r or 0IbsoHiototin "Nis. i 160" 1 l 1 N Deck: C•16/32 thickness. IneulSthsn: "13AFOUSS 01 o-1 mochinicalh► ousehsd. boa iffiest " GAFGLA$ t" y04 L_ Membrontl: One or more ogee of 'S. bbot.ld 'ac't lose • Membrane: "Ruberad Tore% PR" ( It611e9' 1 : • . 21. Oeek: C - 16/31 nom. ylrtlle. alai :12 )t e17 1 �et• NA Insulation r I ie O +� h��th Ia�ISO idnurote: aioo4 Building Inspector Council Approved NOTE: A charge of $1.00 will be made for making the 1'Innnir,;; 1;oard. A re.in.pection fee of $1.00 will be charged materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby umde for the approval of the detailed statement of cne plans and specifications herewith submitted for the build ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Divisinn of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address — No 323.. .N..F Street Registered Architect and /or Engineer ,, , •••+„•:,,:,,ee <rn�•:•,r:,,,:,e Name and address of licensed contractor R9 EQQ al7.g.,.....Inc.. 1053 N. 5Q...,S.t.. Location and legal description of lot to be built on: Lot Block Subdivision — Street and Number where work is to be done... r 25 N F. 95 Street Chairman Nlcrr,bcr Member Date r + State work to be done and purpose of building (by floors )....13.e.iideaatdal. Re o.o.f:.. gel g .. 110.1,1.56..- i #.O...tincapped, 2 #15 mopped i2l hait..... fFload...c.oat.... &...gravel. 30 Squares 26- guag- e- ...gal„, -gravel-stop. - - Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member Date Disapproved February 242. corrections or changes to this application after approval 1 981 ,19.._._ Miami, 33.1.65 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering....gr ........... ..._..__ Estimated Total cost of improvements $...$3•1- 3O•0••QD Amount of Permit $..2 0 • Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot -r t 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.. Rodman - Roo•fing, 10531 . S:W. 50 Miami, FI. e33 . 1.65 The umlersignctl applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida \1'grkmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sn11ilcment, and has complied ssith the rovisions 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). 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 foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ..r2- .S. Date - .5 -S 1 Read, Sworn to and Subscribed before me. Disapproved... Date (Signed) Date has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty 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.`!�f ' \J //P4,7r Registered Architect and /or Engineer.___._ _..� f/ /�' Name and address of licensed contractor __ - / 1. Zee �/�� (.-p 6 orc- Remarks (Signed )- Permit No Disapproved (Signed) uuk Dat Building Insp Date Location and legal description of lot to be built on ` Subdivision t 41 -W/ `�/ /Iee�' 3 Block 60 V4' Read, Sworn to and Subscribed before me. Notary Public, State of Florida Lot S Street and Number where work is to be done State ork t be done and purpose of bu' ding (by floors). 4 .l ✓� /dt 6 74 , if , ./70-27v / «JIrde° / ✓ i 9' ,i 'cW ' and for no other purpose. New Building Remodeling Addition Repairs a7t" No. of Stories , 4 4 To be constructed of Kind foundaon Roof Covering_J�- i��fl� ✓ Estimated Total cost of improvements $ - -._ 5 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 hint in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such bcont ctors, w. to � formed under this permit, as are licensed by Miami Shores Village. 19-- V 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 foregoing application, and that he did sign the same, and that all facts therein by him stated are a3 Z. Date y, Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member .. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.