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RF-12-0870b Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP - 173647 Permit Number: RF -5 -12 -870 Scheduled Inspection Date: May 30, 2012 Inspector: Bruhn, Norman Owner: ATEN, BRUCE Job Address: 553 NE 101 Street Miami Shores, FL 33138- Project <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060171120 Phone: 305 - 757 -2612 Building Department Comments RE -ROOF FLAT GARAGE ONLY WITH BUILT UP CAP SHEET. REAR GARAGE OFF ALLEY. Passed � jD Failed Inspector Comments (7C-- Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 30, 2012 For Inspections please call: (305)762 -4949 Page 20 of 47 RE: Permit.# Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 6'1 DATE: INSPECTION AFFIDAVIT SOLINne<, 0- boacul (Print name and drde License Type) License #: On or about 5I 12- LI Do licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the r (Date & time) Secondary water barrier work at ..3 t I O ) (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based y »53.844 F.S) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me `this days pf 1J Notary Public, Sate of Florida at Large ai e x. M13 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Deuknit nn CP14 MIMI Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: de e ` 1/ S r City: Miami Shores Countj p : Miami Dade Folio/Parcel #: / / 3,104 017 L 1 °2" 0 Is the Building Historically Designated: Yes NO 1✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): 8, !2--v CC /c/ / el-i Phone #: Address: 5-5'3 /kr C l 11 S 1 Permit No. Master Permit No. C.-IC-II 0 RECEWED MAY 16 2012 BY: ROOFING City: /'e r 1-7 fs 1--t) State: F Zip: 3 7` " Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: a-C/U6 U ✓ Jam( 1 Phone #: r75-47G2 ‘10- Address: 1 5' /U tr Q 7 -s--r City: M i SAa/-t State: F) Zip: 33'! 3' /�meS b 64b- 6te Qualifier Name: ,, !! / State Certification or Registration #: t2- ac 0/ T 3 d b Certificate of Competency #:�^ y� Contact Phone #: 305- 76-17 c26 /7r Email Address: t� h e/� Oo/'rro v-t / P) 4' e e U 1C DESIGNER: Architect/Engineer: Phone #: Phone #: Value of Work for this Permit: $ 2 g d U Square/Linear Footage of Work: Type of Work: DAdditio DAlteration r ❑New %� �1 L�'l�pair/Replace DDemolition Description of Work: P 1'' 11 r `I a 1 0 /`v r lJ i / f C f c Color thru tile: + x+ x**************+ x***+x********+x*********F ** * * *****x ****** ** ********** ***** **+x *+x****** Submittal Fee $ ' `;AMII Air. Permit Fee $ s-6° CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ TOTAL FEE NOW DUE lti Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 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 th absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The fore oii instrument was acknowledged before me this day of , 201a by IC( ,Q- who is personally known . me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: CA- g —t. ,-/u My Commission Expires :4 ri� /Z� Signat Contractor The egoing instrument was acknowledged before me this / c� day of , 20 Jby d74/74-3 (J e) I who is personall known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ******************************** 461 1**** f+ k�kN�+ k�k* �k*******+ k****** �k****************** **** *** *N��k�k�k�k�k�kN�+k** *11 +k+k�k�k�R+ a5 APPROVED BY S: !'/,- Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) -id Miami Shores Viiiage Building Department 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. To: Miami Shores Village Building Department Date: ` CO/ 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: %Z G Property Address: 6-5— 3 Ai l 1 / Sr Roofing Permit Number: Dear Building Official: I Lt'Ce A f certify that I am not required to retrofit the roof to wall connections of my building because: 11Yrne just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o 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) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this J day of Al! r 2,h Notary Public, Sate of Florida at Large rr r4 ?It: A. Ouf 41 f2;11 # DDE 57841 • When the just valuation of the structure for purpose 1994 p rpose of ad valorem taxation is equal to or more than $300,000.00, and the tutu `0 1`'� SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Miami -Dade My Home My Home rniar»id cfc.r o Show Me: 1 Property Information Search By: 1Seiect Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Com ap rison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 -017 -1120 CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Mailing ddress: c RUCE ATEN &W LIDUVINA Floors: - NE 101 ST MIAMI Living Units: HORES FL Ad) Sq Footage: 138 -2450 Property Information: Primary Zone: 1200 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Ad) Sq Footage: 1,907 Lot Size: 8,625 SQ FT Year Built: 1925 $50,000/ $89,728 MIAMI SHORES SEC 4 City: AMD PB 15-14 E1/2 LOT ,Legal 18 &ALL LOT 19 BLK 94 Description: LOT SIZE 75.000 X 115 OR 15595-0370 0792 1 OR 15595-0370 0792 00 Assessment Information: Year. 2011 2010 Land Value: $107,502 $134,378 Building Value: $142,125 $142,234 Market Value: $249,627 $139,728 $276,612 $137,664 Assessed Value: Exemptlon Information: < Taxable Value Information: Year 2011 2010 L e<w;_i-;=.e $25 000 $25 000 Taxing Authority: Exemption/ Taxable < Taxable Value Information: Year 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $89,728 $50,000/ $87,664 County $50,000/ $89,728 $50,000/ $87,664 City: $50,000/ $89,728 $50,000/ $87,664 School Board: $25,000/ $114,728 $25,000/ $112,664 Sale Information: Icab nMe• 1711007 ACTIVE TOOL: SELECT C Aerial Photography - 2009 0 112 ft My Home 1 Property Iniormation 1 Property Taxes 1 My Neighborhood 'property Appraiser Home 1 Usina Our Site 1 Phone Directory [Privacy! 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. Page 1 of 2 MIAMI -DADE Legend Property Boundary Selected Property Street 1 Highway Miami -Dade County Water N E http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/16/2012 SECTION R4402 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT -9 j":712 #.- SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS .13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS ,D R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing. permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. ``` t Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2 ems. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. ._ Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. 6,4-- Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. e Ponding water: The current roof system and /or deck of the building may no��,q" !a nr�;Ltlay cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an ind Ott ` truo ral distress and may require the review of a professional structural engineer. Pounding ma expectancy and performance of the new roofing system. Pounding conditions may not b original roofing system is removed. Pounding conditions should be corrected. 6. CZ ;� Overflow scuppers (wall outlets): It is required that rainwater flows off overloaded from a buildup of water. Perimeter /edge wall or other roof extension may overflow scuppers (wall outlets) are not provided. It may be necessary to install overflo cupp accordance with the requirements of Sections R4402, R4403 and R4413. 7. _Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can r4 ult in extending the service life of the roof. Owner/Agent's Signature Date Revised on 7/9/2009 LD r 5`/ a l) 7--- Contrac or agnature Date 0 SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Roof System INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Low Slope Application Required Sections of the Permit Application Form Prescriptive BUR -RAS 150 Asphaltic Shingles A,B,C Attachments Required See List Below 1,2,3,4,5,6,7 A,B,C 4,5,6,7 Concrete or Clay Tile Metal Roofs A,B,D 1,2,4,5,6,7 A,B,D,E 1.2.3.4.5,6,7 Wood Shingles and Shakes Other A,B,D 1,2,3,4,5,6,7 A,B,D 1,2,4,5,6,7 As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. 2. 3. 4. 5. 6. 7. Fire Directory Listing Page From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 Other Component Notice of Acceptances Municipal Permit Application Owners Notification for Roofing Considerations (Re- Roofing Only) Any Required Roof Testing Calculation Documentation 0 1 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name Job Address Section A (General Information) Process No. 0,644 &ie 1?e se-7/vq Low Slope ❑ Asphaltic Shingles 1 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Xifieroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) /9 317 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. iiiIMMEME■■ iiiiiiiiiiiiiiiiM �O CIW411iiiiiiiiiiiiiiiiiiiiiiiiii ■■■■■■■■■■■■■■■■■■■■■■■■■ iii ■■■ ■r■■■■■■■■■■■■■■■■■■■■ ■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■ ■■■ ■■■■ ■■■■■■■ ■ ■■■■■■■ ■■■■■■■ • OMMEMEMMMIIMMEMEMEMEMMEMMEAMMEMME MIONMEMERMEEMEMMEMEAMEMMEM •■■■■■■■■■■■■■■■ ■I 1m■■■■■■■ ■■■■■■ li ^.r;, ■■■■■■■■■■■■■■■■MI P�■LI!■!!■■!N■PR1 li�ifrWt MERWMAil ��MMEMOM ■■■ ■■■■■■■■■■■■ ■■li�l■■■■■■■■■■■■■ ■■111■■■■■■■■■■■■■■■■■■ ■ ■■■ MOMMOI■] Aiiiiiiiiiii�iiiiiil ■■iiiiiiiii 1i■iiniiiii■■iiiiiiiiiiiiii ■■■■C NSEO"T■ EZ=M2MMINI■■■■■■■■ ■■■Ill ■LMINIM■■■■MENU■■■■■■■ iiiiiiiiiiiiii ■■liii"miiiiiiiiiiiiiiii iiiiiiiiiiiiii■iiiiiiiii ■■■■■■■■■■■■■■i■■� ■rr■■�ir■■■ ■■iii■ 1■■■■■■■■■■ ■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■� ■� ■ ■ ■� ■� ■C w J■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■M■■■M■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■MEMO■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■ ■■■■ ■EE■■■■■■■■■■■■■■■ ■E■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■M■■■■■■■■■■■■■■■■■■■■■■■■ mmiumummilimmummommommommimmummiummmilmommommom milimmomminnummummummommimmommommummEmimmommimmummum ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■ ■MMEMEME■■■■■■ ■■■■■ ■■■ ■■■■■■■■■■■■■■■■■■■■■■■ MM O MM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ MMUMME■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■MME■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■ ■E■■■■■■■■ ■■■■ ■■■■■ ■■ ■E■■ ■ ■ ■■ ■ ■■ MME■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■ ■■■■■■■■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■MM■■INI mmminu ■■ ■■■■■■■■■■■■■■■■■ ■ ■■■■■■immum■■■■u■■ ■ ■o■■■■■ ■■ ■■ I Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Man%uffac ter: ((fj> NOA No.: v'1 1 t `' /�l 6 lc Design Wind Pressures, From RAS 128 or Calculations: Pmaxi _ / / s 6 mfI /j 0 Max. Design Pressure, From the Specific NOA System: 5-2/s Deck: Type: P\WO(S Ct Gauge/Thickne : ` t Slope: Anchor/Base Sheet & No. of PIy(s): N Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: /V ' A Base Insulation Size and Thickness: li%I A 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). o ! Base Sheet Fastener ndin aterial: Ply Sheet(s) & No. of Ply(s): (d"� PI Sheet Fastener : ondin • . to 'al Wo Top Ply: �� AC f Ske-et Top Ply ast t— k clin� Materiel:. Surfacing: cA Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows @ " oc Perimeter: Y " oc @ Lap, # Rows4 @ " oc Corner: " oc @ Lap, # Rows ✓ @ 6 -0c Number of Fa eners Per Insulation Board Field: erimeter 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. • /►/ /¢- Parapet Height 7.0 r ;.e4PiAi1 • 7/ywooci fe C✓ g/t/ e//s/i/5 5" Mean Roof Height M I� 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 FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE I603 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 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 paged 1 thrgpgh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE'COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 v Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS ®Flex 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 psi; See General Limitation #7) GAFGLAS® Flex Ply"' 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®20, 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 Dri11 -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TeeTM 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) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 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 —7S psf,, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROIDQD MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbssq. 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 lbs. /sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak Busterm 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 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof . Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOATS' 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® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT° Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above 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 1/4" Dens DeckTM or %" 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 Ibs./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 Ibf. 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 • MIAMbDADECOUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems y a Page 1 of 48 ONLINE CERTIFICATIONS DJRECTORY TGFU.R1306 Roofing Systems Paae Bottom Roofing Systems See General Information for Roofing Systems >GAI MATERIALS''CORFC' 1361 ALPS RD WAYNE, Ni 07470 USA 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 -in. thick (minimum) gypsum board or 1/4-in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard '" Roofboard" 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. minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck PuraGuard "" Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of " GAFGLAS® PIy 4" or "Tri -Ply PIy 4 ", or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard '" Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "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. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT S;YSTEMS.INITH HOT RgOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or 'Tri -Ply #75 Base Sheet ", or " GAFGLAS® #80 ULTIMA ") is a suitable alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -PIy Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator'" Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator'" Venting Base Sheet ( Nailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or 'Tri -Ply #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator"' Venting Base Sheet (Mailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply PIy 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. http:// database .acorn /c2i- bin/ XYV/ temnlsate /T.TSFYT /1FRA1tQ1: /oh.,.i,1 -.' G I'll el /11 !1 TaU.R 1306 - Roofing Systems Page 2 of 48 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 ' / -in. minimum gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between paper /polystyrene /perlite) is a suitable alternate "EnergyGuard RA" or "Tapered EnergyGuard RA" any of the following Classifications. minimum 3/4-in. thick perlite board and deck with rosin paper (perlite /rosin for polyisocyanurate board in the following Class A, B or C systems. or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in 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" and "Tri -Ply Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2'/2 to 3- gal /100- ftz. "Ruberoid Dual Smooth" may be used as an alternate to "Ruberoid Mop Smooth" or "Ruberoid 20" Class A, B and C Hot 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 any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. PIy Sheet: — Three or more plies Type GL or "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or " GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -PIy Ply 4" or " GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -PIy Ply 4 ", " GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 " GAFGLAS® #75 Base Sheet" or "Tri -Ply #75 Base Sheet" (may be nailed). PIy Sheet: — One or more plies Type G1 " GAFGLAS® PIy 4" or "Tri -PIy Ply 4" or GAFGLAS® PIy 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 " GAFGLAS® #75 Base Sheet" or "Tri -Ply #75 Base Sheet ". PIy Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS PIy 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane httn' /klatahace ill rnm /roi- hin/XVV /tpmn1 tr /T TQFY "T' /1 P12 AMF /ohn.a,r.ar.r htrn19name,=T SI,)1 /')111(1