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RF-13-947Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 190649 Permit Number: RF -5 -13 -947 Scheduled Inspection Date: May 23, 2013 Inspector: Rodriguez, Jorge Owner: TRUE, JUNE Job Address: 10 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: DALEY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1121360040330 Phone: (305)754 -9892 Building Department Comments RE ROOF FLAT ROOF 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 23, 2013 For Inspections please call: (305)762 -4949 Page 15 of 29 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 r3EV111 MMMMMMM 000.00.61,01. FBC12Q� Permit No. IZP Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: Jo A /JD City: Miami Shores County: Miami Dade Folio/Parcel#; Is the Building Historically Designated: Yes NO Flood Zone: Zip: ,3...3.141,/ OWNER: Name (Fee Simple Titleholder): / phone: 2 Address: /0 A //I l City: //2 J LSD State: Zip: -11j Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: r 14/( /A}C) Address: /�:: ��T iVO ? City: Ll/ / SJ fv State: Qualifier Name: a914/6-1/ tion #: V S- 71 Certificate & 7c 9 Zip: J3® Phone#: State Certification or Registration cate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone Value of Work for this Permit: $ Square/Linear Footage of Work: 3,174 Type of Work: OAddition OAlteration ONew )O)epai±iace Description of Work: 1200 ODemolition Color thru tile: 0 000**** **************************** * ** *®*********** ** *** ****N********* **** ***** Submittal Fee $ Permit Fee $ 0' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ ** Structural Review $ TOTAL FEE NOW DUE $ 2 - 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City a 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 FE RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this_ 30 The foregoing instrument was ackn day of , 20 / 3 , by ..7n e T to fe-- , day of N 0 1 who is personally known to or who has produced who is As identification and who did take an oath. Signature Dc„,S) (a9s1_, Contractor NOTARY PUBLIC: Sign: Print: Sy, V ®aa 114M eTARY PL'BLIGSTATE OF FLARIDA •• Sylvia Halter My Commission Expires: Commission # EE098053 s••,..,J Expires: JUNE 08, 2015 BONDED THRU ATLANTIC BONDING CO., INC. 794., Sign: Print: My Commission *****+x****+x+ *****+ x**+ x*e+ x***** ** ****e +x+x****+x*+x**** * * ** x***** ************* * * * * *e* ***+x **** *** six *************** APPROVED BY 5.-NTer Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 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 V'Dlage Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: ) ABA red Date: HI 911 Property Address: /t, / °® f /1iti, /J 05)6/ Roofing Permit Number. Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my C,1 building because: y,Tlie 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) Sig tore June_ True 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. . 4 day of Cy/1-el Swom to and subscribed before me this Notary Public, Sate of Florida at Large NOTARY PUBLIC -STATE OF FLORIDA Sylvia Halter Commission # EE098053 • ,•..,;.•...° Expires: JUNE 08, 2015 SONDE) TRRU ATLANTIC BONDING CO., BIC. • When the just va uation of the stnlchne for purpose of ad valorem taxation is equal to or nee than $300,000* and the burg was not constructed wlth FBC nor a 1994 SFBC. Then you must pride a building application from a Ge nend Canbattofor the Roof to Wall can nention Hurricane P tIgatton. Revised on 5121/2009 Vg Florida Building Code 20 Z C ifg, High Velocity Hurricane Zone Uniform AAAv 0 2 'mi.?, Permit No. Miami Shores Vi91age "111 1.t I. 1, Contractor's Name P Job Address 10 it; / (o 5 JE EPT PLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ROOF CATEGORY Xi.ow S lope 0 Mechanically Fastened Tile 0 Mole Sit Tile ® Aspheitic 0 Metal Panel/Shlngles 0 Wood Shingleaftlhalces Shingles Are there 0 Pressf1Pdve BUR'RAS 150 Gas Vent Stacks? Yes No❑ ROOF TYPE Type: Natural ❑ L.PGX D New Roof F Re«Rooflng 0 Ramming g 0 Repair 0 Maintenwsce ROOF SYSTEM INFORMATION Slope Roof Area (SF) Steep. Sloped Roof Area (SF) Total (SF) 3,9 Plain illustrate all levels and sermons, roof drains, scuppers, overflow ovwfl ow drains. Include dhnenskuts of sections and levels, clearly of elevated preassure zones and location of parapets. M k 1 mlNii 'N. 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MMMMMMNMiMEa MMN aaN UNMMMM MMMIMMMIMMMNMMMMIIIMNMNMMMMINI■ IMMNNMMMMMMMM MMMMMMommuINNM INNMMMMMMMNiMMMNNMMMMMMINMMNNMMINMMMINMMMMNM MMMM IMMMMNNMMMMMMMIMNMINWAI NMUNGFISCIMMMSmo_- "NNMMMnwai MMMMMMNNMMMMNMMM:MMMMMMNMMM IM0MMMMMOWNIM OMMNNMMIMAt=iiimIe /t1!iTWWiameMMOPAIOMMMMMMMNMMMO MMMMMMMMNi ■MMMMMMMMMM IM MMMMMMMMMMMMIIMI MMNNMMMMM!71',;dI IMMMMM NMMMI <MIMNMIMMNMMNMMMIMMIMUMIMMMMI MMMN liMMMMMMMMiIMiMIIM MO SOMlIiIMMMONMMMMMMONN `MMM:riiMMMWM ir' IIMMUIMMUMOMMUMMIMOMMIMMINMNIMMI Mini :MMNMiaMMMMIMMMMMOIMMMMMMMM NOMMMMMiIMIMMMMMaMMi NMMiM:MNMMaaMMMMa MM MMIMiIMNWROOMMINMMIMMMIMNMMMNMMMNOMIMMM■ MMMMMMMMMMMMIrNNNMM■ MMMMMMMNMMMMMMIMMMMNM IMIMMMMIMNMMMMMIIMIMMNNMMMMMMMIMMMMMMMMMNNMMMMMMMMMMMMMMMNMMMMNMNNMMMMIMMNNMN ONMOMMOMOMM ■MUMMNIMMU Ili: MUMWMMII: NiMRO M: iM: MI MiI ::iMMMMMMMONWOMNINMIXONOMOMMINO MMMIMNNM�MMllUI\M.M1IIMIIl %NMii MMM! %MMMMiMlUM IONS M\ MMI5RMM MM *MNIMMNSIMM'MUUM5M5MMEMMMIMMM IMMMMMMMmIIIIIMIIMMMIIMMINMMMMMM MMMMM IMN MMMMMMMMN MMMMIIMMMMMMMNMMMMMMMMMMIXIMM' INMMMMIMM NMMIMMMMM OMM MMMMM UMMMMi IYMMMMMIMMiMMMMMMIEMIMMMMMMNMMMMMMMII /MMMIMMN ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Farm. 4 Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer:_ Product Approval No.: O 9, ?7 ' 01 Design Wind Pressures, From ^RAS 128 or Calculations: m- Pmax1: Jey— Pmax2: 0 / s 3 Prnax3: /3 /i V Max. Design Pressure, from the specificsEroduct Approval system: -" Deck: ,X fr `n V! Gauge/Thickness: Slope: r Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thlc ess: Base Insulation Fasten onding Material: Top Insulation y Top Ins on Size and Thickness: b nsulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): [ 0 Ly 17thin a Sill 1 > eralb ' Ply Sheet(s) & No. of Ply(s): 414+ Ply Sheet FasteneriBondingt Material: Top Ply: iti//b /0 /7c F . Top Ply Fastener/Bonding/Mal: FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: q" oc @ Lap, # Rows @ , " oc Perimeter: ,," oc © Lap, # Rows /6 CO " oc Comer: " oc © Lap, # Rows IF �" oc Number of Fa eners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: _ Woodblocktng, 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 O 0,1 p FT. FT Parapet ._ Height Mean Roof Height SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING itt i lt) tits senttirin, itt It Otte t ter remade the ewnerwitti tttt i dtm rttg whit in tattle cawreer the coritent cif this modem.. The pplaxiitiims oft 11353V the ltdiorg ttti minimum Melpiircinstedts arid stienitientis elite i' swam betel/Atkins. iAdditiorteliy, tihe frelieWing tea. semen afi a reont€Iit between-tithe conerand the izsabi r. lillrecownerls Ei@i Hint box titillates ttnittithe tem has 'Pained Assillettiosagetilattembilip: llittemettemmeti I % = tans drawl:km-is M iWeek •rt *kerbs= Z) ler the putprem of Filmdom that tithe la d& ! a .. legitimize and matter trtruettinn vottiouze tletteil rr ;, ) iigatieS awkic : tit + iitt'r tmpeet " viketkmatitilkip pieviSionsAtalithetieitstatres such ars as twee anati 1 ;.: 14141;4;1 > ■ X a° , Ott We nat Paltt OM =Wittig , Joe =Wrested es pad et the - e meat d, owner= tt amerituntot. 2 Vim gflcavE:,, Ceeintes:01 tfen Quin maw thaw rcelc i+ i (H Wu" itlitstriciente Zrines)) sff the Rends iatitif t ICI fmtre" Inriertniternmiing , a ' ;). W4,r4 ak*: r+ Cede. ((The o Z. Camas= Naas: Come= =its We those it lim ltion between 311401bUrigial d� its ;Os. - > condominium, ). `tn build' ,with 4,10PITITIOn , :tip °rifim =tinder auger ewrms et willthinetify It cif i triilis Ireofivg =r c o : mated. Ceilings: tz, , seem beam ceilings are Where tt =item fifths molutteekim :neuritis water to pond flanetnittitate) kin now4iying amiss Iff Ito roxit Pending atm te itridtation el 41=11-tad-I mem wittier removed. Fettling co uditions Strati tea:I:wanted trim bultd ep ef water. Perimeter walls fir ether =if aktensiens may ijimk thbs discharge:a: with the Ronda Stilid tag :Code, koribing. ssuenitily trig titseln. -The sleeting amount siddticAenitlittion Stuill indite!". I inawite ' beneficed le ventider -additions I writing-Mitt earn firma I in ektend ing the service fif ;tile it0'i Property Address 9-7 Permit Number Rev:1/20/2005,Computer Services, Building Department -ntt Sigredure MIAMhDA 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 RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: Fire OutTM Fire Barrier Coating, VersaShield ®Non Asphaltic Fiberglass Based (optional) Underlayment or SecurockTN. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS .Heat -Weld 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. (Maxhnum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex PlyTM 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 -Teem 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® #80 ULTIMATM, RUBEROID ®20, RUBEROID® Mop Smooth, base sheet 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. (Maxin urm Design Pressure --69 psi; 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 -Tech 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 psi; See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Te cTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Ma in um Design Pressure -60 psf, See General Limitation #7) ;APPROVE; NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 29 of 31 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 #7J Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat WeIdTM Smooth or RUBEROID® SBS Heat-Weld/14) One or more plies GAFGLAS® PLY 4 or GAFGLAS® Flex PlyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsfsq: or RUBEROID® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roof MatchTM APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR, RUBEROID ®Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- We1dTh PLUS, RUBEROID® SBS Heat We1dTM PLUS FR, RUBEROID® SBS Heat We1dTM 170 FR, RUBEROID® EnergyCapTM SBS Heat WeldTM Plus FR, RUBEROID® SBS Heat-WeldTM, RUBEROID® SBS Heat We1dTM Smooth, RUBEROID® ULTRACLAD® SBS and RUBEROID® SBS Heat We1dTM 25 applied according to manufacturer's application instructions. 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 Ibs.sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 Ibs./sq. or applied in a flood coat of Leak Buster 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 lbssq. 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® 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 galfsq 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.: 094224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck or W' Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap 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 psi 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 mailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE APPROVED NOA No.: 09- 0224.01 Expiration Date: 11106113 Approval Date: 04/08/09 Page 31 of 31 TGFU.Rl306 - Roofing Syster3 Printers — "Fire Out" applied at 1•sei /10(i.W. Base, Sheet: -- One ply Typt 02 "GAPOLAS *75 We Sheet", or 'Tr; -Ply afr75 He Sheer', mechanically fastened. Membranes — "Ruberoid Torch Granule' cr ` Ruberad Torch Granule 1" or "Ruberoid Torch Granule Piss" or °Ruberoid Torch PR" heat fused. Page I ii of 48 50. Deokt C -15/32 (Wine; 1/2 Printer: -- "Fire Out" applied at 1- gat /100•fr4. Base Sheet — One ply Type G2 "GAFGLAS 175 Base Sheet ", or •TrI.PIy *75 Base Sheaf ", mechanically teamed. Ply Sheet (OptionBl)s -- One ply Type 32t or Type 02, mechanically fastened. Membrarrer -- "Ruberoid Torch Granula'or' ubarold Torch Granule 1 "ar "Ruberoid Torch Granule Plus "or "Ruberoid Torch PR" heat fused. 51. Mode NC Datil/tet 1/2 Insulation (Optional); Min 1/2 in. wood fiber, mechanically fastened. f1UP Sheet (Optional): — 1 ply "Storm3efen mechanically fastened. Is Sheets — One ply "Liberty US Self-Adhering 94541/PIy Sheet" or "Ruberoid $A Base/Ply Sheet" self adhered. Membranes -" One ply "Rubor °Id 5BS Hest Weld 170 PR' or "Ruberoid 30 PR" or "Ruberoid EnergyCap 55S 30 PR' or "E uberaid 585 Meat weld Plus PR" heel fused. 52. Deck: C -15/33 irtclkte; 1,/2 Insulation (Optional): -. - Any UL Classified, any thickness, mechanically fastened, Barrier Board; — minimum 1/2 -In. thldt AypS+.m board or minimum 1; A -in. thick G -P Gypsum Corp "DensDeck t$1 Roofboard" or "DensDeck Primes Roofboard" or "Dansllack DuraGuard '" Roof board" mechbntcally teetered. apse Shoat: — One ply "Liberty SOS salt- Adhering Base/Ply Sheet" or "Ruberoid SA Base /Ply Sheet" self adhered. Membrane: —dine ply "Ruberoid 58S Heat Weld 170 Flt" or "Ruberoid 30 Fr or "Ruberoid 'Merv/Cap $8$ 20 PR' or " .ubtrrotd SB5 Halt Weld Plus PR" heat faced, 33 Delon: NC Inr,Nne: 1 Printer: - "Fire Out' applied at 1.-Aa l/1,00 -ftz. Base Sheet (Optional): •- One ply "Liberty MA Sate Sheet", mechanically fattened. ply Sheets -• Ono ply Wetly S83 Solf•Adhering 8aso/Ply Sheet" or "Ruberoid SA I3ase/Ply Sheaf" self adhered Cap Street: -- One ply "Liberty FR 395 So'f- Adhering PR Cao Sheet" or "Ruberoid SA Cap FR Sheet" salt adhered. 54. Decks C-15J32 Inclines 1/2 Primers -- "Fire Out" spilled at 1- ga1r100 -ft=. Slip irh e1 (Qpalungl); -- 1 ply "StormSafe" mechanically fastened. liaue Shoot (Ciptiotltsl)s -- QPa ply "liberty MA Bane Sheer, mocirenteslly fastened. Ply fihepb Ona ply "Liberty SOS Self•Adhering Rase/Ply Sheet" or "Ruberoid SA Base /Ply Sheet" self adhered. Cap Sheet: — One ply "Liberty PR S$$ So!f- AdhorIng PR Cap Shoat" or " Ruberoid SA Cap PR $heat" self adhered. 55. @eekt NC Eadlrres 1 Irtoulatiorn (Optional), -- Partite, fiber 0904 potylsocyanurete, urethane or perlRe /polylsac/anurata composite, afoot 6 -;n. from joints. else sheet; — One or TWO One Typo G2 "GAFGLAS 878 Base Sheet ", or "Tri -Ply a x75 Base Sheet", or Type G3 "GAPGLA5 Mineral Surfseod Cap Sheet", or "Tri -Ply Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened. Pty Shoat (Optional): One or more plies Type Qt, hot mopped in place. Membrane; •- One ply "Ruberoid Torch Smooth` or "Ruborold Mop Smooth ". ftembrane: -- One ply "limbo -old Mop FR ". 56. peaks NC iodine: 1 Insolaftion (Optional): — Polyikocyanurate, wood fiber, penile, glass fiber, any thickness, hot mopped or mechanically fastened Base Sheets One or mere pHee Type 02 "GAFGLAS *75 Bast Sheet", or "TrI -Ply $75 tease Sheer, mechanically fastened. Ply Sheet t — One or more plies "Ruberoid 20 ", hot mopped in place. Membrarnes One ply "Ruberokl 5B5 Hie: , ., s PR" Qtfi"� heat w8leed an pNes. 57. Decks C -15/32 Incline; ,/2 Base Street; -- "Aso ar move pitoo Type G2 "GAPCLA$ tr75 Sass! Shout" or "Tri -Ply * °75 Bare Shawl', mechanically fastened. Membrane: .- One ply "Ruberuidd S85 Heat Weld Plus Fit" cr " Ruberoid SOS Haat Weld 170 FR" heat welded In place.