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RF-07-158Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 03/19/2007 Inspector: Grande, Claudio Owner: LLOPIZ, ONIEL Job Address: 102 97 Street NW Miami Shores Village, FL Project: <NONE> Contractor: DALEY ROOFING INC Block: ••• Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)756-0120 Parcel Number 1131010250080 Lot: Phone: (305)754-9892 Building Department Comments RE ROOF FLAT ROOF MAR 2 0 2007 9-) Passed 1 1 Inspector Comments CREATED AS REINSPECTION FOR INSP-38301. No ladder for inspection. 3/16/07 CG. Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Friday, March 16, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 011611014,:- PERMIT APPLICATION /eF4 Master Permit No. FBC 2004 1�, JAN 2 6 2007 Permit No. 607" 1 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C f 1,440,9/z: Phone # L r756 O /c,ZO Owner's Address City Al J/ st-S. Tenant/Lessee Name State (-6._ Zip 33/ 5-0 Phone # Job Address (where the work is being done) J' 411/x,) sr City Miami Shores Village County Miami -Dade Zip 33A5 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name DA X71 ,, 1'J 6 Are- Contractor's Address 773 4.IJ /Q'/ £ % City A-1 / 1,7-1 / State % Qualifier Name DQ n-tel 2Set ""'/ Phone # G 761/ 91-9z State Certificate or Registration No. L a- 6 Certificate of Competency No. Phone 7# .31)6 76v Zip Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: QAddition Describe Work: L Phone # /7e ['Alteration Square / Linear Footage Of Work: ONew XRepair/Replace e0 ❑ Demolition ********** * **** * * * * * ** * * * *** *** **** *** * ** Fees * * * *** *** * * *** * * * * * *** * * * *** * ** * ** * * * ** * ** Submittal Fee $ Permit Fee $ 1—./50 CCF $ 1.O2i CO /CC Notary $ Training/Education Fee $ .54 Technology Fee $ CO Scanning $ lQ .CO Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 411 $ee 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD. A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved ; %a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this / er- who f 200 , by er onal y known y me or who has produced As identification and who did take an oath. NOTARY PUBLIC: S{ ign: ' Print: /° tJ 8 r atAice t-49 My Commission Expires: salii+, Gloria Jean Breward k ` },:Q Expires: Feb 18, 2007 9.f ai, o, Bonded Tiro 4; AoP �,o?. ��ti % Atlantic Bonding ©04 IBM APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this day of 4 , 20O 5 Y.. who is personally known to me or who has produced as identification and who did take an oath. NOTARY :' ' IC: Sign: Print: My C i�pslyPU�i o.... a Mabel Vargas `os Commission #D.D23I9 F, 'Jul 13,20C' hooded rh : Inc omission Expires. * * * * * * * * * * * * * ** 67 Plans Examiner Engineer Zoning JAN 2 6 2007 SECTION 1524 B Y: ® ' HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. I. Aesthetics - Workmanship: The wo are for the purpose of providing that performance standards. Aesthetics (ap provisions. Aesthetic issues such as col be addressed as part of the agreement b l ons of Chapter 15 (High Velocity Hurricane Zone) meets the wind resistance and water intrusion not a consideration with respect to workmanship arance, that are not part of a zoning code, should the contractor. 2. Renailing Wood Decks: W in accordance with the current provisio Code. (The roof deck is usually conceal existing wood roof deck may have to be renailed Velocity Hurricane Zones) of the Florida Building fisting roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units "(i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. • • • • • • • • ,,4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of'tkQTroif decking an be viewed from below. The owner may wish to maintain the architectural appearance,. ilaere ore, 4) ?iR §• nail penetrations of the underside of the decking may not be acceptable. The Florida Building:Code provides the option of maintaining this appearance. • • • • • • • • • .. • •••• • •• 5. Ponding Water: The current roof system and /or deck of the building may oat drain well.add may ea tiee stater to pond (accumulate) in low -lying areas of the roof. Ponding can be anti indicAtion ofst?udiural distress and may require the review of a professional structural engineer. Ponding•toay. shorten the fife expectancy and performance of the new roofing system. Ponding conditions may not beievict:A until the original roofing system is removed. Ponding conditions should be corrected. • • • • •••• • • • .• • •.. • Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof 44 not overroad d from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7./entilation: Most roof structures should have some ability to vent natural airflow through the interior of the stnretural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service fife of the roof. _ 13- rOwner's/Agent's Sanature Date IDS. ma) 9'7 sr Property Address Permit Number Rev:112012005,Computer Services, Building Department Contractor's Signature • • • • • • • • • • • PERMIT # Miami Shores Vi :age APPROVED BY DATE ZONING DEPT BLDG DEPT ��w SUBJECT TO COMPLUANC TH ALL FEDERAL STATE AND COUNTY RULES ANC, REGULATIONS Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No Section A (General information) Process No Contractor's Name: Opiezi ce i&l o /Nc (Low Slope ❑ Asphaltic Shingles Li Prescriptive BUR -RAS 150 New Roof Job Address: /d2tiw97sr Roof Category ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes L �1 +1 Other. Roof Type Re- Roofing ❑ Recovering ❑ Repair P Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (1t) Steep Sloped area (ft °) Section B (Roof Plan •••• • • • • •••• • Total (f .2) • • v �j • • • • •••• • •• • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drat ttniklude dirilens►blis of sections and levels, dearly Identify dimensions of elevated pressure zones and location of parapets. • • • • • • • • • •• • Perimeter Width (a): Comer Size (a' x a'} • •• •• 1 ■ ■■ ■■ �■■■I■ Im ■ ■ SAN SRN I I ■■ ■ S •I� ■ ■ ■ FUSER' ■ �iii■'i■■ ■■■Ull� ■ 11111114110 n - -■■ SUSS % IIIL■■� �■.■' ■■.r■■Il■ ■ ■IU■ SU .■ ■ ■ ■ �■ • ■■ M ■■ ' EOM= ■ '� 111n y mimes ■ ■ �■■ll mis mamma ■ ��� ■■ ■■ ■■ ....■�.. - ■■ ■ UMW ■II IIII. ■UU■ ■■111 %r■ ■ II ■■■ ■■■■� nnal ham w ►� ■■■ ��r ■■ ■u■ summorm nna t■ ■ �i '■ i■i. ■iW■ R 11111411111111:7 °U■.■ ■■ ■ ■■S Illr� • ■ ■■N ■i■■. ■■. ■ ■ MUM ■ a ■ ■ ■■ ■ ■ n ■ �� :� i�' iii :■� •■■ ■ ■■ ■ mamma Ill�f■■■■■■S es ■ ■■ ■ ■ ■ I ■■■ ■ ■ ■■■ ■■ ■■■■I� ■■ .. C ■C .I C" ■■■■"U■■..■■■■ Page 2 • • • • • • • • • • • • .. http : / /www.miamidade.gov/building/ roofing_ permiting /permit_app_section_a.HTML 1/23/2007 Page 1 of 2 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A) in the text box. Roof System Manufacturer: NOA No: (23a �QH 4,2,S/stern Type: 7D1.0 - Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 52.. psf (P2) Perimeters: 87x3 psf (P3) Comers: /3/, 7psf Maximum Design Pres9re, From the Specific NOA System: """76 psi Deck type: 5/8" Plywood ` These decks require a fastener pull teat by an approved test laboratory Other Deck Type: Deck Support Spacing: slope: ar :12 Fire or Vapor Barrier: An • or/Base Sheet & No. of Py(s): Anchor :s : Sheet Fastener/Bonding Material: Insulation Base : yer Size & Thickness: Insulation Base Layer astener/Bonding Material: Insulation Top Layer Size & ' 'duress: Insulation Top Layer Fastener/Bo ' ing Material: Wood Nailer: Wood Nailer Fastener Type and Sparing: Base Sheet(s) & No. of PIy(s): 11-15" 1 Pay Base FastenerBonding Mat I: 7rDncqs.. ) „r, s .004 eGaS Ply Sheet(s) /. of Ply(s): Ply Sheet Fast nding Material: Top Ply: /VI DO/IIE) -row/ 170 Top Ply Fastening/Bonding Material: Surfacing: j Single Ply membrane: Ada Single Ply Sheet Width: • • • • •••• • • • •• • • • • • •••••• • ••••- •• • • • •• • •••• • •• ••• 1i2 sheetwbdth�.•• •0 ••- •• • No. of Single Ply 12 sheets: • Single Ply Membrane FasteningBonding Materiak. • • • • • • • • •••••• • • •• • • • •••• • • • • • •• • ••• • -• • Drip/GS Edge Metal Size & Gauge nor weight , x . I j /9” Drip /GS Material Type: ��l �°v Drip/GS Hook Strip /Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or weight N/A Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: -/ ° o/c @ taps & rows @ 7 ° 2. Perimeter. ° o/c @ laps & 4,/ rows (go o ° 3. Comers: ° o/c @ laps & `>' rows @r ° NUMBER OF FASTENERS PER INSULATION BOARD Field: Perimeter. Comer: Fastener Type : N/A Alternate Fastener: http://www.miamidade.gov/building/roofmg_permiting/section_c 4 %202.htm 1/23/2007 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, 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. Page 3a Parapet Wall Height & Ft .... • • Mean R o o f Ft. • •••• • • • • • • •... •• . • • • • •••• • •• • • • • • •• •• •• • • • • • • • • •.•. • • • • •••• • • • • • •• • •.•• • • • • • http: / /www.miamidade.gov/ building /roofing_permiting/section c 4 2.html 1/23/2007 MIAMI-D 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 PLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1 (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 Conm ittee 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 th,e right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that thispet 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 Ingbarel,ocity Hurricane Zone of the Florida Building Code. • •••• • .• • • • • • • • DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. • • • • • .. •••• • • • •• •• •• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lorooittorg state and. following statement "Miami Dade County Product Control Approved ", unless otherwise notea herein, ••••• RENEWAL of this NOA shall be considered after a renewal application has been filed aid tl has bee�ino 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 NOM. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by . the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0405.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03-0501.02 Expiration Date: 11/06/0$ Approval Date:10 /23/03 Page 1 of 32 • • Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non-insulated Deck Description: 14/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT ? Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 40, GAFGLAS Flex P1yTM 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 PIyrm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAF'TiTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side 1•ap. The. • . other rows are equally spaced approximately 12" o.c. in the fiet4 gf the sheet. • • (Maximum Design Pressure -45 psf, See General Limitation dim ... • •••••• GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any ogalar e,Base sheets • • attached to deck with approved annular ring shank nails and tin saps st a fairer. . spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c •ierd:e field? • • • • (Maximum Design Pressure —52.5 psf, See General Limitatidtt'I7 : •• •: • • GAFGLAS #75 Base Sheet or any of above Base sheets attachM t8 $eck wisp • • Drill-Tec (GAFITTE) #12 or #14 Screws and 3" Plates, 12" o.E"f4 grows. 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 ,imitation #7) • • • Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTTTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design ,Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat -Weld) One or more plies GAFGLAS PLY 44, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03-0501.02 Expiration Date: 11/06108 Approval Date:10123/83 Page 28 of 32 Membrane: One ply of Ruberoid® Torch Smoo Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Tore x• , acc g to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat Weld' PLUS, RUBEROID® SBS Heat We1dTM PLUS FR, RUBEROID® SBS Heat-Weldm 170 FR, RUBEROID® SBS Heat Welem, RUBEROID® SBS Heat We1dni Smooth, RUBEROID® UltraQadTM SBS and RUBEROID® SBS Heat Weldmi 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbisq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat® Emulsion at 3 gal /sq. (Tcxch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Above • • NOA No: 03- 0501.02 Expiration Dates 11/06/18 Approval Date:10/23/03 Page 29 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply Th 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Ve" Dens Deck or l 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 Rooting 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. AU other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq., 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 contimnous area of ventilation. Encircling of the strips is not acceptable. A 6" break titian be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of.eitheE systena�s$ �l • be at a minimum rate of 12 lbs sq. Note: Spot attached systems shall be limits, to p mar mun design pressure of -45 psf. •••••• • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Fanoia4i'} value of • • 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If tke•fast, ncr vai+ne, • • • • as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. • • • • • • • • 6. Fastener spacing for mechanical attachment of anchorlbase sheet or membrane atthtlifiRat is bbl; • , on a minimum fastener resistance value in conjunction with the maximum design value: listed wribin • • a specific system. Should the fastener resistance be less than that required, as de • • • • by the .. • • Building Official, a revised fastener spacing, prepared, signed and sealed by a Pkvida $.egistere 1, • Engineer, Architect, or Registered Roof Consultant may be submitted. Said revisSallistiner swing. shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 add : calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is spectileally referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.02 Expiration Date: 11./OW08 Approval Date :10/23/03 Page 32of32 Mr. Michael J.Gada GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470.3689 Our Reference: R1306 Dear ?Al. Gada: This is in rem to our conversation on June 20, 2042. As discussed, the following rthhitv system Met-t: Cia::s A ci ;tens per ANSI/%'L790 based on existing fire test data Deck. C•15/32 Uncline• 1/2 Mose Shut- Om es seam comiqiefibt • .• ▪ • • •• • •••• • • •••• • • • • • • • • • • 0- •••• •• • • • • • • • • • ••$• • • •• • • • • •• •• •••• • • • •• • • • • • • • • • • •••• • • • • •••• • • . • • •• • ••• • • • ,. • • bile Ga. gab" 28 or Rest Plea' If any questions arise on the above, please contact the miter. Vecy truly yews, Douglas C Miller irngineeting Group Leader Fire Protection Division A ist•IIr CONACIIIr tp Putt= W a y 4.d elmitittrd terser'