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RF-13-737Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 189123 Permit Number: RF -4 -13 -737 Scheduled Inspection Date: May 07, 2013 Inspector: Bruhn, Norman Owner: KENT, DANIEL Job Address: 550 NE 95 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 1132060140810 Phone: 305 - 757 -2612 Building Department Crhents RE -ROOF FLAT GARAGE AND REAR FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 06, 2013 For Inspections please call: (305)762 -4949 Page 14 of 28 PERMIT # i 3 - -7 7 CONTRACTOR: be,nrx r 1-Noinc,n5 SUBMITTAL DATE: 0 "' j/3 ADDRESS: L5150 r: P5 3+ NAME: `6 l K-e,y) 4- RESUBMITAL DATES: PROJECT TYPE: ,,, ,c c l G ZONING FIRE • STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC MECHANICAL BLDG 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: MMCMgIVECI ft APR 1J2013 BY, FBC20 Permit No. /. 13-731 Master Permit No. City: Miami Shores I County: Folio/Parcel #: ti - 3 S� C o' ©14 0 Is the Building Historically Designated: Yes NO v Flood Zone: OWNER: Name (Fee Simple Titleholder): `[', Y1 Phone #: ' e)‘ tPd' Address: s sr) p c "t S City: Mt (2I 0rc State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: S Address: , L)1 Ti (14 City: t-{\ aPiti D ! ( State: __ ,., zip: 3 S /3 P _ Qualifier Name: � fam es ID . D i j [ Phone #: 50.0 717 -.14 % 2 State Certification or Registration #: fii't kl Le �_� - Certificate of Competency #: CY2 C Contact Phone#: V 5 - 7 5 1 - 2U (L Email Address: � 1�i aiX ITO L (p _ c2Vii DESIGNER: Architect/Engineer: Phone #: 9j -- ` s-7 „) ' Ph ne #: Value of Work for this Permit: $ q S I . Square/Linear Fo ge of Work: ONew `�Re air/Re P lace Type of Work: OAdditiyn, OAlteration Description of Work: P lerd Ic /.J4% 6 , Ito (,lda f! p s' er 7 I 141 ODemolition Color thru tile: + x**** ***+ x***** *+ x**+ x+ x**+ x****************Fee *** ******* ***+ x**** *********+x****+x*+x*+x+ * ** Submittal Fee $ Permit Fee $ �= -D r31. . `' ) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 9-011 '2(Q 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.i.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFFJI)AVIT: 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to att- chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whii ccurs s even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap. r. and a reinspection fee will be charged. 4 Signature Signa Owner or Agent Contractor A The foregoing instrument was acknowledged before me this The _ going instrument was acknowledged before me this day of ref() ,20t3,by , day of F6, ,2( ,by— Q• 0.2( who is personally known to me or who has produced who is perso known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Signer ,, � Sign: Print. J.C-STATE 141064a- Dta gl l My Commission E ********************* **+ x**** x�+ x' ******** ** *+ x*: x**+ x*+ x* ****** **+ x****** **+ x*****+ x+ x** ***** **+x*** * **** ***** * *** ******* APPROVED BY % 4 / 3 Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk A RECORDED PERMIT NO. 1111111 11111 11111 HII l 11111 11111 11111 11111111 NOTICE OF COMMENCEMENT C'FN 2013R0203540 COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIONO 811 28533 Ps u .69 I P9 RECORDED 03/15/2013 15 :34:55 HARVEY RUVINr CLERI' DF COURT TAX FOLIO NO.I1 3� ° D(4 cii l tS LAST IF'AAEE COIJNTYv FLL►RIGA STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FLORIDA flC$J ITY OF LADE I HEREBY CERTIFY me iris copy of ffre original filed rn THE UNDERSIGNED hereby gives notice that improvements will be property, and in accordance with Chapter 713, Florida Statutes, the fhb; is provided in this Notice of Commencement. 1. Legal description of property and street / address: -r we • 'gal Seel. �,, or Cl . ' yd CotintY CcvrPs, vo 2. Description of improvement: b_aef UP 3. Owner(s) name and address: t55t) a-lep_AA4,t. 614-0 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the fo, in Section 713:13(1)(b), Florida Statutes. Name and Address: wing person(s) to receive a copy of the Lienor's Notice as provided 9. Expiration dat- •f this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different da f' specked) 'rintOwner'sName I_ Prepared by r- �`► Sworn to and subscribed before me this day of p' - ' -b , 20 13 . Address D91 it Notary Publi Print Notary's Name: My commission expires: 1$ S(- JaLI Miami Shores Village 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: D&ri C( K Property Address: I J 5-Fr t' e'1 Roofing Permit Number: Dear Building Official: L �, I 'J t rj( r! asi certify that I am not required to retrofit the roof to wall connections of my Date: alto' 1 3 building because: The 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 louth Florida Building Code (1994 SFBC) , Signature ztvreu kf K60-- Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this leo day of eel) 264 4SOT � ,1j.r -SI ` E OF 1`;75,51 Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem 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 Wan connection Hurricane Mitigation. Revised on 5/21/2009 Miami -Dade My Home My Home nil irnidacf'c.co, y, Show Me: 9 Property Information Search By: Select Item I Text only Property Appraiser Tax Estimator Property Appraiser Tax 283206.= Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 014 -0810 Property: 550 NE 95 ST Mailing DANIEL H KENT &W Address: ELIZABETH Living Units: 550 NE 95 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2732 Property Information: Primary Zone: 1000 SGL FAMILY - 2101 -2300 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,350 Lot Size: 12,900 SQ FT Year Built: 1947 $50,000/ $114,747 MIAMI SHORES SEC 2 City: PB 10-37 LOT 6 & LOT 7 Legal BLK 55 LOT SIZE Description: 100.000 X 129 OR 15651 - 2064 09921 OR 15651 - 2064 0992 00 Assessment Information: Year 2012 2011 Land Value: $185,766 $161,536 Building Value: $179,893 $179,983 Market Value: $365,659 $341,519 Assessed Value: $164,747 $159,949 Exemption Information: anaillIIM 2012 2011 411: u ='i . $25 000 $25,000 r2�t�1T1"'Tf*I� ®® Exemption/ Taxable Taxable Value Information: Year 2012 2011 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $114,747 $50,000/ $109,949 County $50,000/ $114,747 $50,000/ $109,949 City: $50,000/ $114,747 $50,000/ $109,949 School Board: $25,000/ $139,747 $25,000/ $134,949 Sale Information: tce.nee• mil coo Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2012 0 113 ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Usina Our Site 1 Phone Directory 1 Privacy I 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 WebmasteC. Web Site m 2002 Miami -Dade County. All rights reserved. Legend + Boundary • Selected Property 09/ Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 2/14/2013 VD-1-3 SECTI'_- :.__.a HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope, kit pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required ri g_pe"ttrikand to explain to the owner the content of the section. The provisions of Section R4402 govem the ifiinimum 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. Th owner's initial in the designated space indicates that the item has been explained. 1. fi 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. 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 removii g 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 sho Id notify the occupants of adjacent units of roofing to be performed. 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. /7 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the origirral roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordan e 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 st cture assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It m y a beneficial to consider additional venting which can re It in e ending the 1 ice life of the roof. Owner/Agent's Signature ate Contra nature Date Revised on 7/9/2009 LD C3 SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 12.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Are Directory Listing Page 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing Calculation Documentation Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name Obrn . l - I Job Address S 5D PE Q5 II Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof /eroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) I 44-1 1147 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 parapet _. i7e,v2 3 —7 Zee Z /z J Z3 40 5 5 1 HE MI I MN MUM rNNa■ •11■ NAM= WM IMMINIERNMEM L_ 0 r11 C o � 2 J L 0 w U Q c J 0 0 U O o 0 - C U - < W L' • A 6/ea_ 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 n/�ot used, identify as "NA ") System Manufacturer: (3 NOA No.: 614, -/ Design Wind Pressures, From RAS 128 or Calculations: Pmax1 "1 }®r Pmax2: 1 e1 Pmax3:— 6,� Max. Design Pressure, From the Specific NOA System: J AA, Deck: Type: V4-614 Gauge/Thickness: Slope: 101fr Anchor/Base Sheet & No. of Ply(s): k Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: IVA Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): �v,(,f 7.r Basee %hurt Fasten= /Bo'ng M / Ply Sheet(s) 8lNo. of Ply(s): 9 �l/1 G i�� Ply Sh t sate /gondira Mtte al: Top Ply: : d/L 2 P oy tr- Top Ply Fastener nd� M t riaj( Surfacing: � o- Fastener Spacing for Anchor /Base Sheet Attachment Field: q " oc @ Lap, # Rows tP1 @ ? " oc Perimeter: 6 " oc @ Lap, # Rows ' @ " oc Corner: G " oc @ Lap, # Rows .t— @ " oc Number of F teners Per Insulation Board N,- Perimeter Field: 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 Chap er 16. • FT. lee/A7 It- Po✓ e3 rL f r f 0' (G y4\ 9,4(rde fer.ft 1 sFgr eight 4 (ci– 4- e:fryr,V6 Mean Roof Height BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the 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 thropgh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI DADECOUNTY APPROVED (!) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 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) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 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 +s' 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 ®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 13/4" 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 -TeeTM 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 #7j 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 —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet 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 20-40 lbs./sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 Ibsisq. 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 gal./sq. 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. Maximum Design Pressure: See Fastening Above NOA No.: 01- 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 t sheet. 2. Minimum 'A" Dens D�ckTM or 'A" 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. AlI 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 tie 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 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Base Coat: "A -38 Series ", 0.75 gal /sq. - Second Base Coat "A -3$ Series ", 0.75 gal /sq. Wear Coat: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75Ibs per sq. Surfacing: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 ) Surfacing: Spray application of 28 to 34-mils "U -8730" (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray applicatio of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 Surfacing: Spray application of 28 to 34 -mils "U- 8782" (ivory) GAF4 1TEIAIS CORP R1306 1361 AL)','S RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum DensDeck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally 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 "EVER - GUARD" 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. Polysty- rene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ). is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS 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 a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent 'Eliminator Venting Base Sheet ( Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an. option, Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA' or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for GI asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. " GAFGLAS Flashing" or " Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use,ofpolystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable altemate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EneryGuard RA may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to " GAFGLAS Ply 6 ". ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued "GAF rhMP Permalite Recover Board" may be used in lieu of any pt insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal/ Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitu membranes. • "Ruberoid Heat Weld" SBS roofing membrane may be used in lie " Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanurate composite, per urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Ply Sheet Three or more layers Type GI "GAFGLAS PIy 4 "GAFGLAS Ply 6 ", hot mopped. Surfacing. Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): • One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanurate composite, per urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Ply Sheet Three or more layers Type Gl " GAFGLAS PIy 4 " GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced t . Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". t 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite/isocyanurate composite, pe: urethane composite, wo4I fiber / isocyanurate composite, phenolic, • max. / Ply Sheet:. Iwo or more layers Type GI "GAFGLAS Ply 4" or "( j GLAS Ply 6".. 1 Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced �. Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mope Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 " GAFGLAS #75 Base Sheet" (m: nailed). Ply Sheet One or more layers Type GI "GAFGLAS Ply 4" or GAFC Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type GI. " GAFGLAS Ply 4" or GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Sheet" or " ErergyCap Mineral Surfaced Cap Sheet ". Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, thane, perlite /isocyanurate composite, perlite /urethane composite, nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers Type G1, G2 or G3 Membrane: One or more layers " Ruberoid Torch" (Smooth or Gra: "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or Gra or " Ruberoid Mop Plus" (granule). Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Shee "EnergyCap Mineral Surfaced Cap Sheet ", hot mop 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite, pe urethane composite, wood fiber /isocyanurate composite, phenolic thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "Ruberoid Torch" (Smooth or Grai "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or Gra or " Ruberoid Mop Plus" (granule). `7 LOOK FOR THE UL MARK ON' PIQDt.ET