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RF-10-1068BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofmg Owner's Name (Fee Simple Titleholder) C "®- e/P t . C,✓t Owner's Address la/ J City ii/), / ✓ f 4,4 i State Tenant/Lessee Name ,,,I,a / /1, Job Address (where the work is being done) /(f City Miami Shores Village County Miami -Dade FOLIO / PARCEL # � " �f>5 o J9 6/3 Is Building Historically Designated YES NO X Contractor's Company Name y c�4�P 6' 5 4 ` Contractor's Address "t 2q s B Sc,• , .i 5 =1- S 7 / City ;4-34 j • State �0 Qualifier Name al A..' 1J Co eJ . State Certificate or Registration No. Gc4.4 c Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition �escribe �< of W r . Miami Shores Village @303g1FIER Building Department al 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: ••• - Zip Permit loo. 9--C ' Master Permit No. Phone # '91( ''M 36 ,Ai?/ Phone # - zip _/ /3f Phone # a[ y ,f ,, •J ; Su i?• 20 Co Zip Phone # C if cate of Competency No. IRCO NIP" Phone # Square / lAinlionTagainViir _ 411€) I X ❑Alteration ['New 1,4 Repair/Replace ❑ Demolition ter 77)1 - "Cab -R AI 'ffin CAP_Ika- * * * * * * * * * * * * * ** a * * * *** * * * * * * * * * * * * *F *v ****************** ************ * *** * ****** Submittal Fee $ ° 'S \ ` Permit Fee $ CCF $ 1 J CO /CC Notary $ Training/Education Fee $ Technology Fee $• Scanning O Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ a Zoning $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for F.TF.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (Revised 07/10/07) Signature i�L'9 Owner Agent The for going nstrumentAas acknowledged before me this 10 The foregoing instrument was acknowledged before me this �I�tr,.� �d day oi( Y� , 20'� p , day old ° , 20 tOrniki- who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAR PUBLIC: Sign: � _ PJ- Sign: Print: NOTARY PTTTiT.TC - STAT . OF F Print: NOTARY PUBLIC - STATE OF FLORIDA * * * * * * * * * * * * * * * ** * T H RUA ,AN ND c�W# t�W �x �x* �x* * a�a��x x�x �x�x* �x�x *.x �x * �x.xe BONDED �.x* I< t1 * * *** THRU ATLANTIC BONDING CO., INC BONDED THRU ATLANTIC BONDING CO., INC. APPLICATION APPROVED BY: 6 7 6 '7Y 2 Plans Examiner Engineer Zoning Signature Contractor I TNT #: -(c _I aLVO I 91 _ , YAR ECT 10 CCMPLIANCE WITH ALL FEDERAL • OVED JG DEPT BLDG DEPT Q n n A "Delivering Excellence Every Day" Master Permit No: Job Address: V 0 `�, k2 A1.) RLOw Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam JUN 1 t 2010 Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Process No: Section A (General Information) Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: ortlar /Adhesive► pet Tile ❑ Wood Shingles /Shakes Roof Type ❑ New Roof e Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. I 'ro Total (ft. Section B (Roof Plan) Low slope roof area (ft. 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. Perimeter Width (a'): Comer Size (a' x a'): • • • • • • • • • Tile Roof System e ll"""1 MIAMMADE "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): Roof Slope: Roof Mean Height: "/12" Method of Tile Attachment: ft. 1 — Select Tile Attachment 1 1 z 4 viv Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip/Cleat gauge or weight: Miami-Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System 0 2-3 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: Select Metal Gauge — — Select Metal Type — P 2: — Select Hook Strip — 'IS • 6: P 3: Deck Type: Optional Insulation: t Tile Profile: Basesheet Type: is- Optional Nailable Su strate: • • • • • • • • • • • • • • • • • • • • • • • • • Optional Nailable Substrate Attachment: • • • • • • • • • • 1111 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Maximum Design Wind Pressures, (From the NOA Specific system): psf • • • ••••• • Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the tkit Select Deck Type 1,,Jots.,D Fastener Type for Basesheet Attachment: Tile Underlayment (Cap Sheet ) Type: Tile Underlayment Attachment Method: 'My • • • • • • • • • • • • • • • • Section E 2 P1: P2: P3: Excellence Every Day" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If thDMfv:Kues are • • • • greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptAgoo •••• • P 1: P2: P 3: Method 1 "Moment Based Tile Calculations Per RAS 127" x IN ,x W: x W: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form xX xX xX Section E (Tile Calculations) Method 3 "Uplift Based Tile Calculations Per RAS 127" Design Pressure Mean Roof Height Roof Slope Description ymbol P1 or P2 or P3 H Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions MN NM 8 Mg Mf Mr F' Fr W I = length w = width ain Information to complete ti Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) For Uplift based tile syste s use Method 3. Compare the values for F' with the values for Fr. If the F' values are gre each area of the roof, then tile attachment method is acceptable. Where to 0 - W -W: - Mg: Mg: - Mg: = Mr1: = Mr2: = Mr3: x cos 0: cos 0: = Fr1: x cos 0: a = Fr2: = Fr3: culations NO/le Mf • • • • • •• • •••• NOAMf • • •••• • NOA Mf an or equal to the Fr values, for NOA P s i NOA 5 NOAP • • •• • • • • •••• • • • •• • •• • • • • • • •• • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • Section C Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. ff a component is not required, insert not applicable (n/a) in the text box. • " "• Top Ply: ; • •••• • • • ROOF SYSTEM MANUFACTURER: Product Approval (NOA): System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Comers: Maximum Design Pressure From NOA: ) psf Roof Slope: Jii lil� Parapet Walls: d No ❑ Yes Parapet wall Height: ft. Deck Type: Support Spacing: Altemate Deck Type: Existing Roof: Fire Barrier: Vapor Barrier: Anchor Sheet: M IAM1-DADE ., psf $Z. (P psf 1— SELECT DECK TYPE— 1 Ply Sheet(s) & No. of PIy(s): psf " : 12 Roof Mean Height: ft. " o/c Insulation Top Layer Size & Thickness: Base Sheet Fastener / Bonding Material: Ply Sheet Fastener / Bonding Material: 1 1 1), Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: Insulation Base Laye Fastener / Bonding Material: Insulation Top Layer Fastener / Bonding Material: 1. Field: Wood Nailer Fas 04- S A- Top Ply Fastening / Bonding Material: Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: WOOD NAILER TYPE AND SIZE: EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment: A Parapet Coping Metal Attachment: • ... • • • • er Type and Spacing: • •• • • • " 1/2 Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: " o/c @ Laps & rows M71 " o/c 2. Perimeter. " o/c © Laps & ( rows " o/c 3. Comer: El " o/c @ Laps &IE rows En " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter: 3. Comer: Insulation Fastener Type : N._ A, • • • • • • • • • •••• • • • • •• • Cf FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT — SELECT EDGE METAL MATERIAL- - SELECT EDGE METAL WEIGHT OR THICKNESS - - SELECT EDGE METAL HOOK STRIP SIZE— S • • • • Coping Material: [- SELEC'\ PARAPET WALL COPING MATERIAL — Coping Size: - SELECT CO• G METAL SIZE OR THICKNESS — Hook Stri p Size: — SELECT COP G METAL HOOK STRIP SIZE— Section C2d "Delivering Excellence Every Day" 1 Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Parapet Wall Height Mean Roof Height • • • .• •• • •• • • • •.•• • "•'. Illustrate Components Noted and Details as Applicable: • Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Clef,'Cant Strip,:Base• Flashing, Counterflashing, Coping, Etc. 1••• • • Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Materiaf • Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 11 •••• • • • • • • • • • • • • • • • • • • A Owner's Notification Form 07 MIAMI. "Delivering; Excellence Every Day." SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to pit ide'the a w&Iex'. with the required roofmg permit, and to explain to the owner the content of this section• TITe pro„viStdgs of •, Chapter 15 of the Florida Building Code, Building govern the minimum requirementhstandarcts of the industry for roofmg system installations. Additionally, the following items should be.ael@lvissed marl of d agreement between the owner and the contractor. The owner's initial in the designated' dce indicates that t11d • •. item has been explained. • • • • • 1. Aesthetics- workmanshi : The workmanship provisions of Chapter 15 IIii Yeloci Ijurrica • • P• P P P ( � tY Dir..:. Zone) are for the purpose of providing that the roofmg system meets the wind resista4ce d water mtrusiol • performance standards. Aesthetics (appearance) are not a consideration with respect trwofkrnalM provisions.' Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofmg, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or owner should notify the occupants of adjacent units of roofmg work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofmg system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: Contractor's Signature: - - �--- - ��� Date: Permit Number: Property Address: D Z, v ° 4 IA Mil:A[38. BUILDING CODE COMPLIANCE OFFICE (I3CCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAAMI.DADE • NTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 3300443 (305) 375 - 290: F (305) 3/5 .. • •••• 4 • • •- • • •••• • • • • .••• . SCOPE: .. .. •••• • This NOA is being issued under the applicable rules and regulations governing the ule of ctnstrupti materials. The documentation submitted has been reviewed by the BCCO and accepted by the BL kTiTi ' Code and Product Review Committee to be used in Miami Dade County and other areas were 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up 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 and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APMGANTT • TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS #75 Roofing BUR Wood -75 psf • • Test Prod,. . . Dimensions Specification Describtiob 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 ASTM D 1863 ASTM 1227 Asphalt concrete primemsedto proitctte". adhesion of asphalt in built -up roofing • • Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion Fbered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement • • • •. •• * • • • .• • • • ..• • 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS #80 ULTIMATM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4 GAFGLAS Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS STRATAVENT EIiminatorTM Perforated GAFGLAS® Flashing GAFGLAS STRATAVENT EliminatorTM Nailable RUBEROID SBS Heat- We1dTM Smooth RUBEROID SBS Heat- We1dTM Granule RUBEROID SBS Heat- We1dTM 170 FR RUBEROID SBS Heat WeldTM PLUS RUBEROID SBS Heat- WeldTM PLUS FR RUBEROID SBS Heat- We1dTM 25 RUBEROID Modified Base Sheet MIAMI.DADE CO , N7Y APPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (3937 ") 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 Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D3672 • ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D46O1, Type II, UL Type G2 BUR Product • Description Asphalt impregnated and coated, fiberglass base sheet .... • . Type VI asphalt impretbdglass fellygith asphalt coating. • • • •. • • Type IV asphalt impreguata1 • glass Felt vyith asphalt coating. • Asphalt coated, glass filpor•mrt cap sheet. surfaced with mineral gtatnrles. • • • • • Asphalt coated, glass fiber ntat cap.sheet surfaced with mineral grattulgs witrfaZt applied layer of TOPCOAT'Energy3et M. •••• Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and 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. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 { Product RUBEROID 20 RUBEROID ® Mop Granule RUBEROID Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS (Granule) RUBEROID TORCH FR RUBEROID ® 170FR TORCH RUBEROID 30 RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR Vent Stacks (metal and plastic) Dimensions 39.37" (l 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" (I meter) wide 39.37" (1 meter) wide 39.37" (l meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass par. mat. •••• • Non -woven polyester mdt'coated will • ; • • polymer modified asphaft'arid'surfacdd with • mineral granules. •••• • • Non -woven polyester niatcted w#h• • • • polymer modified asphalt surfaced math • mineral granules. • • • • •••• Non -woven polyester rQdtsd$ted with • polymer - modified asphalt and smoctd ..:. • . • surfaced. • • • Non -Woven polyester mat coated will, jre retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 1 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield VersaShield FB-1 S VersaShield FB -2S TOPCOAT FireShield MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak Buster"' MatrixTM 202 SBS Flashing Cement Leak BusterTM M 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive M WADE , - NTY APPROVED Dimensions 5 gallons 1001b. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D2824, Type 1 ASTM D312, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D 1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product Description Non- fibered aluminum pigmented, asphalt roof coating. . • • • • • • •• • •.• Interply mopping and soloing asphaif. •... • • • •. SEBS modified asphalt!' ' . • • . . . Elastomeric roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane • • . Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Asphalt Adhesive. . • • • Surface coating for snloothsurfacad•alwd. mineral surfaced roofs • • • ; •••• • • Surface coating for smooth surfaced Md mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Standard Plastic Asphalt Roofing Cement NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 .' • • • • • • • • • • • • Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM PerIite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck', Dens Deck Prime, Dens Deck ® Dora GuardTM Structodek SecurockTM Dimensions 5 gallons 5 gallons Test Product Specification Description ASTM D 2824 Fibered aluminum coating. ASTM D2824, Type I Table 2 Product Description' Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board • • • •••• • • • •• • •••• Non - fibered aluminum pigruented,N,spha t roof coating. •••••• • •••• • • • • • • • • • • • BMCA BMCA • • •• • • • • • • • • , • • • • • Manufacturer • (With Current MA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number Product Name 1. Drill-Team #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill-TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates • 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Aeencv Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvaltune coated steel plate. Test Identifier J.I. 2B8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.I. OD I A8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 TABLE 3 Manufactum. Dimensions (With Current Qjt) . .. Various GJiiterialen • • . • • •••• • •••• Various GdiF.111aterial.,.Cprp. Various CiAF.lt'ateriats Corp. .. • .... • • 3" and 3 Y2" GAF Materials Corp. 3" and 3 '' /Z" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 • • • • • • • • • Date 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7of 19 Deck Type 1: Wood, Non - insulated Deck Description: X or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. • Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non- Asphalte Ftbgrglasstm (optional) Underlayment or SecurockTM. •••• • •••• Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® tihninatofga • Nailable, RUBEROID Modified Base Sheet, RUBEROII?203UBEROID Heat- We1dTM Smooth or RUBEROID Heat- We1dTM 25 ba sheet meliani3ally fastened to deck as described below; • • • • Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Shb f br any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 52.5 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID RUBEROID ® Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill - TecTM 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) MINIM/AD COUNTY APPROVED .. • • • • . • • • •. • •. • • • • • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Maximum Design Pressure: See Fastening Above GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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) •••• One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RQ O1D Smooth or RUBEROID 20 adhered in a full mopping of appmed asplklt • applied within the EVT range and at a rate of 20 -40 lbs. /sq. • • (Optional) One ply of GAFGLAS' Mineral Surfaced l :ap Sheet c • • • • • GAFGLAS ® EnergyCapTM Mineral Surfaced Cap Sheet.t 4k red in a:faell mopping of approved asphalt applied within the EVT fdn and ar ft to of 20- 40lbs. /sq. • Surfacing: (Optional, required if RUBEROID MOP Smooth or ROBfi1%OID '20 is top membrane) Install one of the following: • • •••• 1. Gravel or slag applied at 400 lbs./sq. and 300 lbsfsq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galfsq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote+D roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03 /20/08 Page 18 of 19 • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens Deckl'M or ' /a" Type X gypsum board is acceptable to be ingalle 1 directlyzQYar the • • wood deck. • .. • • • .• • •• • GENERAL LIMITATIONS: • • • 1. Fire classification is not part of this acceptance, refer to a current Approved Roo Materiats t'et tort' for fire ratings of this product. • • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached inbbn'll?liance • Product Control Approval guidelines. All other layers shall be adhered in a full afititig of approvved • • asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached usi fihe • • fastening pattern of the top layer • .. • • •••• • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approted.aslphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7, Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (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 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 MIAMI. E COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 • From: • 83!21/2007 13:15 insulation: One o 31857518579 .. ... � e• wt , J Ko oring Syttt rr> , 1;Ir^,FUr�dnl ,, d GAFCLAi > Prennutrt Base Sheet may be used in any of the following sysiarrt5. "CAFghis Fles Ply 6" is s suitable alternate to "CAP "GAF EMP Pennalite Recover Board" may be Used gins lieu eu o". Ply Insulation in any of the following NC Classifications. of any penile Hot rsro c1431 A, 13 and C membranes, $ asphalt for use with organic ■++dgiasr! tabs to modified bitumen R rO M p at Weld' products 555 roofing mer beetle may be used in lieu of in any applicable Ctaldercation. I. Dec k: C-15;32 Class A O lnalIne: 3 : l Insulation (Optional): , fiber. /son anurate l): ne or more layers petite*, Wood glass fiber e r is perlite, isoeyanurate composite. perilte/ unerh n• composite. wood fiber /isacl•anitrate composite, Ph. Sheet Three or more lavers Ty phenolic any "ivAPCLAS Ply 6". hot mopped. '� CI "CAFCLAS Ivry 4" or Surfacing: Gravel 2. Beck: C -15/32 lt1SUllation Incliner 2 1 (Optional): One or more lai.ers perilte, weed fiber; glass fiber. isaeranwate, urethane, perlire/isacranurare composite. partite • urethane composite. xootf T / /dos yam:rate composite, phenolic, any thickness. 1 Sheet. Three or more lavers. Type CI "GAFGLAS Pty 4" or AFGLAS Plv 4i••, ap One lacer Type G3 ' Mineral Surfaced Cap 3, Deck NC Insulation IOptianall: One or mare layers �_ g fiber. 15c'r�'anurate, urethane, perlii a /isocvanorriletcomp�osite, per it/ urethane composite, wood fibertimcyantuate corn maa, pasiM phenolic, 2 ire. GLAS PIy 6 ". Fly Skretr Two or morn layers Type GI ° CAFGLAS Plv 4" or "GAF - • Cap Sheer, One layer Type G3 ' Mineral Surfaced Cap Sheer'. 4. Deck NC tnsulatlon. indite 1/2 fine or two layers - Isotherm R ", 4 in, MIN, hat mopped, Ply Sheet: Arty 11-Classified gravel surfaced Clays A asphalt glass Fiber '!". system. 5. Deck: C -15/32 Slip Sheet (Q Incliner 1 Base Sheet: 4 nail: lied rosin paper. nailed to deck. nailed), ne layer of Type 4'2 "GAFGC AS #75 Bole Sheet" (rstay be GAFGLAS Plv f" Pty Shift One or more iaters of Type GI "CAFCLAS Ply 4" or Cap Sh■eb One layer of Type G -3 "CAPGLAS !Kirland Surfaced Cap Sleet ". 6 . Deck.: NC Maio Sheet One layer of Type G2'•C,! Gina: 3 P. Sheet On on aria Sheer"; - CAFt+LAS Ph or more l ayers of Type CI "GAFCLAS Ply 4" or Sheet". Shoos bne of Type C-3 "CAFCLAS Mineral Surfaced 7 ' risk Cri5/32 Cap or :snore 1a incline: 2 :!lane, partite_' rnuratecars penile. a{ty fir, cyanurate. tare. nolic, 1.o In. rout (offset from oo penile/urethane 6 in./ composite, Alto- Base Sheet: One or more layer. plywood 1 T joints 6 ' o Membr Membrane: Type t; 1, L'2 or t,;3, a e: ne Torch a layer of "R Torch- (smooth or granule) or "Ruberoid Mop tS+atwlC� 'itabetnid Mop" (strum* or Cap Sher* P f�lus" (granule). a. Deck: G- 15/32 Mineral Surfaced Cap 2 beer: hoe mopped. glass itutielation iOpiionalh One or more $b Sc anusate, uretha h layers pail,:,, woad [they thane composite. fiber te/isoo easeor composite, osite, he else itay • 13 es% isotYatttasah comps eitt; phsnalio any lyy Sheet 'he* co t atom layers of Type G2 or G3_ r hp ? t hee: dorta N. One or more layers or Type C1• • • raid em u d Torch" coma* or 3. 4. 5, LOOK FOR 'DIE W. MARK granule), "Robe more I of "R hero: granule) or °Asti, Mo Pia (R Rt:betvrd Mop (smooth or P l'tas"(� grar nrid �4 ABC SUPPLY MIAMI 09/25/2007 10:07 #020 P.014/014 PAGE 14/14 RO Cc VERfr MA T@it I y y) 17 Roofing Systems ('T • Conrirtur4 Cap Sheet "CAFCLAS Mineral Surfaced Cap Sheet ". hot mopped. 1 . Peek! C•LS /32 Class •••• Insulation (Optional): • • Inalitgr%E'• In er. lion Opt o urethral,: � onnrarc eve crate. wood flbees1.ts umthane compos;itt, wood 1 , g c.; utattti Komposi 5 te ° rte thickness. n4ratiltetrnr�or't• p�1�3'oTit an Ply Sheeu r,.•u r T • • • . • • 4. • • ' CAFFLIL$ Per a•• ar more iatm, t .}paCI " G.r,FCt s! TIV •t; Cap Sheet T ? LAS M 'type C3 "CAineral S4ioc Cap Sh!•e'lih,• z Deck: C- 1 foundation O •• •• Intlin:TM:3 ( ptianaft: •"!mere fayarr partite. wood ifbee -1, be Isocla}rurate. urethan pltrit�t; , ours: ore n composite, wood i 6 ec+r:ti+ay thickness i�'tli�on anur3t! t'LLRthtris.te. �5�1,U }rl. a 3 n Urn Sheet; Tsco or more o is ors lbT Membrane: One t • • P " C{ . soici e • • more savers of ••Ru sotK(, %rah" sire .oth , i gram 1e). "liuberoid Torch Plus". (granule), "Rubcrolii Mop" t.r- .ioc2i ,'r granule) or "RuNikiid AioR (granule,. Cap Sheet ''CAT:! 4S /Mineral Surfaced Cap Sheet", h,.: tn; ;.r, ,.. Mass C • 1, Deck C•15/32 . Insulation ( Incline. 112 � bona: :: ' Ch a'r more la�r`rs pvrrhta, + '' • q•rd ii;+ -. 5 y,, '' fiber, i sacsanurata, untthene, i composite, f+rvrhip/ urethane composite. wood fiber /tSut ate ante composite, phenolic any thitt:t rod. Ply Sheet or more-layers of Type CI "CAFC :1.AS PIy or CAFGLAS Ph•. 6 ', .T Surfacing SS'ped,,1 Roofing eavrnen" 20Ibs/sq. COAL TAR PELT SYSTEba w•!'rf.{ 11OT HOOFING COAL. TAR • Deck: C -i5/32 Cass A Insulation tOptianal): atnt Of more :aye s e. wood fiber. ea" fiber, isor. urethane, penny/ iso yanurate composite, perliti'/ k composite, wood fiber /Isocyane tale composite, phenolic, any ply 5 Sh eb Three or mere layers of T)r`e GI "CAFCI.AS My 4" or Ply f3", hot mopped with raat'tar hint/ Nil. Surfacing: Gravel, COMBINATION; f rOT AND Cbt.O 5 Y5 tMS t, Dear NC Class A •• /mutation (9ptionaff; Otte or more l ;n7rre = sr fiber, 2 in. maw. peec3T�•parftar, wood fiber or 6 Ply Sheet: Throe or more fayote *hyp 61 "GAFCIA5 Ply 4" "CAFi3LA5 Ply 6 ". or Surfacinv Ctvn iv Iridu itI ts+IH A stiles . , loriiinu Ref Coating'r•at'. 1 -312 gal tsq, • (Optional): One. or lrtEipialLon C !Arline: 3 fiber lion ( ,:base, urethane, mere lavet Frrlite, wool fiber- glad: urethane composite, wOi j e,,r Irsaeya,amete composite, partite/ thrclletess, �yamaate eornpctsitt, phenolic. any Ply Sheet. Three or more layers of Type G1 "•GAPCf - A.S Ply 4" err ` 6 " Surfacing r "lti eath et Coat Emulsion" at 3 gal/s • Deck NC '4 Incline: I / a lnsutaHotu Ctne or tea Wyc o 1teterl K ". 6 lEt.. list rru d• Ply $beet Atiy 1JL Cfas■itted grave surfaced C1* �s•A aipha tt glass fiber roar system. fib er NC Indium 2 [nsnlalion t�stiottallt lsocynnurate. polite; iron.•anuratelromp.,sit wood and glass Shen , any thickness, ertechert■icatly fastened. Base Shane: One ply 'type Gl or C2, reuedtan[ catty fastened or hot t7fiD . asphalt. _ t One or snore plies Type Ci or f' jetnentd with hot roofing ga s ci ar W4 I COO. Win'.3 gaits- a R• tt CaaHng ° , 1-I /2 1 — Liss - �t� rn�cc1 aI*•11y lei O - RAbUC1' • 4 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Entegra Roof Tile, Inc. 1289NE 9 Ave Okeechobee, FL. 34972 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING •••• 140 WEST FLAGL$R SJ1 ET, S 403 MIA1M,•FLLORIDA 333 i011563 (305) 375- 29010:FAX (3051•3i-2108 www.brfldih?codeonline.com • • • • • • SCOPE: • • •.•• • • •• •. • •••• • • .•• • • • This NOA is being issued under the applicable rules and regulations governing the use of coguttion ni aterals. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and aicip3od by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Estate "S" Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA # 06- 0310.05 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No. 09 -0723.09 Expiration Date: 08/23/11 Approval Date: 09/02/09 Page 1 of 7 • • • • • • • • • • • • 4 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Entegra Estate `S' Roof Tile Trim Pieces Product Rainproof I1 Ice and Water Shield Wood Battens Roofing Roofing Tiles Concrete 1. SCOPE This renews a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured • • Entegra Roof Tile, Inc. in as described in Section 2 of this Notice of Acceptance, :d figt fed to • comply with the Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the °••••• .. • • • locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions 1= 16 -1/2" w = 13" min. 1/2" thick 1= varies w = varies varying thickness Dimensions 30" x 75' roll 36 "x75'roll or 60" x 75' roll 36" x 75' roll Vertical Min. 1"x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1 "x 2" for use alone Test Specifications TAS 112 TAS 112 2.1 Components or products manufactured by others Test Specifications TAS 104 Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product Description Single ply, nail -on underlayment with 2" self-adhering top edge. TAS 103 Self-adhering underlayment Wood Preservers Salt pressure Institute LP — 2 treated or decay resistant lumber battens Product Description •••• • • • • •••• • • • •• • •• •• • • • •• • •••• • • • • • • •••• • • • •• • • • •••• Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA • • Generic (with current NOA) NOA No. 09- 0723.09 Expiration Date: 08/23/11 Approval Date: 09/02/09 Page2of • • 4 l Product Tile Nails Tile Screws Roof Tile Mortar ( "TileTitelm ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar ("BONSAL Roof Tile Mortar Mix") Roof Tile Adhesive ( "Polypro® AH160 ") Roof Tile Adhesive TileBond 17 Hurricane Clip & Fasteners Dimensions Min. 10dx 3" #8x 2'/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Factory premixed canisters Clips Min. 1 /z" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 1 /4" Test Specifications TAS 114 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 See PCA See PCA TAS 114 Appendix E Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant Generic clips with corrosion resistant nails. • • • • •••• • • •. • •... Manudfacturler • • • • • G2tfdhi• • (with cued'', V,0A) •••• • •••• • • • Generic • (with current IDA) • • • • • • • .. • Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) NOA No. 09 -0723.09 Expiration Date: 08/23/11 Approval Date: 09/02/09 Page 3 of 7 • •••• • • •••• • • • • • • • • • • • • • • • • Table 3: Restoring Moments due to Gravity - M (ft -Ibf) 6 ":12" 7 ":12" or greater Tile Profile 3 ":12" 4 ":12" 5 ":12" Entegra Estate 'S' Roof Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 5.40 N/A Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Entegra Estate 'S' Roof Tile 10.0 1.375 1.08 4 � � L 4. INSTALLATION 4.1.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Entegra Estate 'S' Roof Tile Table 2: Aerodynamic Multipliers - . (ft (ft Batten Application 0.267 (ft Direct Deck Application 0.289 MIAMI.DADE COUNTY APPROVED • NOA No. 09- 0723.09 Expiration Date: 08/23/11 Approval Date: 09/02/09 Page 4 of 7 • • •••• • • 3. LIMITATIONS • • • • • • • • • 3.1 Fire classification is not part of this acceptance. • • • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be peed • in . • • • • accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Labor to • • • • perform quarterly test in accordance with TAS 112, appendix `A'. Such teshieg shall be • •' • • submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing • • Applications Standards listed section 4.1 herein. • • • • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to • the roof •....' • slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar or Adhesive Set Systems Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) • Battens • •.... • 2 -10d Ring Shank Nails 27.8 37.4 •• " 1 -10d Smooth or Screw Shank Nail 8.8 11.8 :6.14.: 2 -10d Smooth or Screw Shank Nails 16.4 21.9 • T • • • 1 • 1 #8 Screw 25.8 25.8 22.9 • ' 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' an n a7 r ,„ " Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate `S' Roof Tile Mortar Set 20.60 4 1 (, Tile Profile Entegra Estate 'S' Roof Tile • • .�. Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) • • • 1 Installation with a 4" tile headlap and fasteners are located a min. of 2 from head of tile. I Jv Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Entegra Estate 'S' Roof Tile Adhesive 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 26.1 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Ti Profile Entegra Estate 'S' Roof Tile Polyfoam PolyPro Polyfoam PolyPro 4 Large paddy placement of 54 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTm. Minimum Attachment Resistance 86.61 45.5 NOA No. 09 -0723.09 Expiration Date: 08/23/11 Approval Date: 09/02/09 Page 5 of 7 •••• • • •••• • • • • • • . • •••• • • • •••• ••• • ••• 1 ' • • • • •••• • • • • 5. LABELING • • ..••• • •• • All tiles shall bear the imprint or identifiable marking of the manufacturer's name[x4lege (See • Detail Below), or following statement: "Miami -Dade County Product Control ApRit t8;. • • OR TE •• •• M •••• • • • • • • • • • .• • ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 09- 0723.09 Expiration Date: 08/23/11 Approval Date: 09/02/09 Page 6 of 7 •••• • • •••• • • • • 0 • • • • • • • • • • •••• • • • • Nail Holes PROFILE DRAWING ENTEGRA ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • •••• • • • •• • •••• • • • •• • • • .•• • • • • •• • • NOA No. 09- 0723.09 Expiration Date: 08/23/11 Approval Date: 09/02/09 Page 7 of 7 • • • • •••• • • • • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. /0 l 0 ® - 8AX FOLIO NO. //- STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: /(5/ 9 ,/4) / ��/ L r :f 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 6i, ' ,, v $j6 rt 4. Contractor's name and address: jr? e,50 ag9y 5. Surety: (Payment bond required by owner from contractor, if ara* Name and address: Amount of bond $ ;,AR vEY � l 6. Lender's name and address: diiAse _D.0, 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, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ,. Signature of Owner Print Owner's Name Sworn to and subscribed before me this r day of U �C £ , 20 My commission expires: ' Notary Public Print Notary's Name � �r _ -s I/ 123.01 -52 PAGE 4 8/02 4,/ -a)/ L'XPD /c' * /I 36&I ; it-A,,-74A0-.."4,0, AZELEINE RAYMOND Notary Public, State of Florida Commisslon# DD878702 My comm. expires Apr. 1, 2013 111111111111111111111111111111111111111111111 33 )3K CFN 201CtR.04- 2824-4 [fli: Bk 27332 Ps 2806; Ups )) RECORDED 06/25/2010 10 :44 :59 HARVEY F:UVI1'd: CLERK OF COURT MIAMI -DARE COUNTY: FLORIDA LAST PAGE Prepared by ISO to @CAT U 22, Address: - j /'v t31Srasne fjt'CI , M t o w' t ;3`- CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # ADDRESS: OWNERS SIGNATURE: PLANREVIEWER: Created on June 2009 C o- 1o / FOLIO NUMBER: J )' , S— 6) 9 FLOOD ZONE: A)z 6/J 9 BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): /O/G' e/ d/ly A .2-32. 52-g Fg3,, / / DATE:_ PLAN REVIEWER SIGNATURE: DATE: 42210 Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,584 Lot Size: 12,178.40 SQ FT Year Built: 1950 $50,000 / $193,587 MIAMI SHORES SEC 8 City: REV PB 43-67 LOT 3 Legal BLK 176 LOT SIZE Description: IRREGULAR OR 16350- 0393 04941 OR 16350- 0393 0494 00 Year: 2009 2008 10190 NE 12 AVE Applied Applied Taxing Authority: E T e axable nl E Ta able SHORES FL Value: Value: Regional: $50,000 / $193,587 $50,000/ $193,344 County: $50,000 / $193,587 $50,000/ $193,344 City: $50,000/ $193,587 $50,000/ $193,344 School Board: $25,000/ $218,587 $25,000/ $218,344 Folio No.: 11- 3205 - 019 -0130 Property: 10190 NE 12 AVE Mailing ddress: CAROLYN G SHOOK Building Value: 10190 NE 12 AVE MIAMI $334,937 SHORES FL $445,838 33138 -2631 Year: 2009 2008 Land Value: $213,309 $288,222 Building Value: ' $232,529 $334,937 Market Value: $445,838 $623,159 Assessed Value: $243,587 $243,344 'Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item ® Text only ►J Property_ Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Properly Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Sale Date: 14/1994 �:7'iV�E 1 T Aerial Photography - 2009 My Home' Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Slte 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. 0 116 ft Property Boundary dPe Page 1 of 2 Legend Selected Property Street Highway Miami -Dade County Water w http: / /gisims2.co .miami - dade.fl.us/MyHome /propmap .asp ?app = propmap &cmd= FINDFOL... 6/14/2010 Notary Public, Sate of Florida at Large Revised on 5/21/2009 ..". ! :.. A M iami Shores Viiiage Building Department day of n, e 0_610 AZELEINE RAYMOND Notary Public, State of Florida 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Date: oa To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: (' 2) 5/i0 7 ,,—/( Property Address: /L/4 Roofing Permit Number: 0° L® B Dear Building Official: /) / 2$)?t.� )( certify that I am not required to retrofit the roof to wall connections of my building because: i The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade The undersigned, being the first duly swam, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this l Pls My comm. expires Apr. 1, 2013 • When the just valuation of the structure for purpose of a va orem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. r t 1* Inspection Number: INSP- 149661 Permit Number: RF -6 -10 -1068 Scheduled Inspection Date: August 04, 2010 Inspector: Bruhn, Norman Owner: SHOOK, CAROLYN Job Address: 10190 NE 12 Avenue Project: <NONE> Miami Shores, FL 33138- Contractor: ISAACS ROOFING & INSULATION CORP Building Department Comments August 03, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050190130 Phone: (305)234 -5234 REPLACE ROOF TILE TO TILE FLAT TO FLAT Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 145942. Provide a renail affidavit Page 17 of 26 r Inspection Number: INSP- 149661 Permit Number: RF -6 -10 -1068 Scheduled Inspection Date: August 04, 2010 Inspector: Bruhn, Norman Owner: SHOOK, CAROLYN Job Address: 10190 NE 12 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ISAACS ROOFING & INSULATION CORP Building Department Comments REPLACE ROOF TILE TO TILE FLAT TO FLAT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 145942. Provide a renail affidavit August 03, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050190130 Phone: (305)234 -5234 Page 17 of 26 License #: C,c—c-- (3z5,55 Co On or about `' /zoi 0 (Date & time) Secondary water barrier work at Signature RE: Permit # /&10(3 State of Florida County of Dade: *General, Building, Residential, or Roofing Contractors or any individual certified under 468 permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 4 141.J b z 41.,6z (Print name and circle License Type) INSPECTION AFFIDAVIT I t M iami Shores Viiiage Building Department licensed as a ( FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: O /C) Engineer / Architect, , I did personally inspect the roof deck nailing and /®,g o /vim l2AJ. (Complete Job Site Address) -- - Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S3 The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large day of \.. .. .. w ▪ ° m =0 o :∎i —= F.S. ke sttcb.0p (gspe lQ 1 de photographs of each plane of the roof with A Job Address: Contractor: Type of Tile : Type of Access: App. Sq.Ft: IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 pifff 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 UI Test (1' or 81 82 83 84 85 86 87 88 89 90 91 92 93 95 96 97 98 99 100 Respectfully Sub V Rif Scaffolds: By: Vinayagar M. Balalarishnan V, P State of Florida Lic # 63107 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB M 1014*INTEGIAlION PTEG#A81t SITE SPECIFIC INFORMATION FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Owner's_ ame • m ' /ei CA 1.- -r ermit 110- ® � Install Date • ' 1 Miami Dade Lab Certification # 07- 0612.11- State of Florida CA # 27273 \ L( T Approx. Height Floor: / Ladder: Slope: 3 /2 Test date- 3 "00 Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument TEST RESULTS P= PASS,F =FAIL N® 1939 r OM ON MM MO MO MO MM NENNIMINNWMO ■MMMMM.MMMMM MMM MMMMMMMMMMM :::::::::: r MMMMMMMMMM . MMmsm.muaM . MMMMMMMMMM_ w M MMMMMMMMMM MMMMMMMMMM MMMMMMMs.MmM XXIMOamMMMM sa MMMMMMMMMMM w PMu *uiauua 1111 MMMMMMMMMOM M .E- MONNOMMMXXXXXXIMO MMMMMMMMMMM M MMMMMMMMM mM mammammunimps MMMMMMMMMMM r �w•� , � � M a ,.. 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