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RF-09-181Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 25, 2009 Inspector: Rodriguez, Jorge Owner: DIETRICH, MARINA Job Address: 83 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BELJAY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Number 1132060131440 Phone: (352)302 -6407 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc February 24, 2009 Page 13 of 24 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ��. � � � ® Permit No.W v t 1 PERMIT APPLICATIO ti 6. aster Permit No. FBC 2004 Permit Type (circle): Building 000finngg � Owner's Name (Fee Simple Titleholderjf i r*v1'�rti > "� - v Phone # Owner's Address '6 3 IV 100 Jr tY City Nk 1 O ^^k 5CuDre6 State FL-- • Tenant/Lessee Name Zip 3313$ Phone # Job Address (where the work is being done) g3 lvE- 1 00 S•SP. • City Miami Shores Village County Miami -Dade Zip .3 3 1 3 "? FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name NO (./ )0Cv10Y% -t Phone # 414) y Contractor's Address I co? }} • • 11,*a4.- City 7y'© >On) State fl' . Zip ?,y '7 3 . Qualifier Name :4010c,f e•Z Phone# ..5'z� 302 .- (or 7 • State Certificate or Registration No. CC Cr t 2-:67--2%) Certificate of Competency No. Architect/Engineer's Name (if applicable) 4.1 ita— Phone # f1/ /P-- Value of Work For this Permit $ ea * czES a Square / Linear Footage Of Work: 912- 5 f /,'r Type of Work: ❑Addition ['Alteration ['New /Repair/Replace ❑ Demolition Describe Work: j`c c ?4—el/ Cfraetc— g v~ X 1 et 4' • 3 y2- 59I,'' t ** *** *e *a ** * ****** ** ** * * * * ****** * * ** Fees************* * * ** * ** *** *** ** * * * * * * ** * ** ** * ** �` �° ^^ od (,,^ Submittal Fee $ 113) Permit Fee $ 0 S.J CCF $ ('� CEO /CC Notary $ (('„„ / Training/Education Fee $ �•o Technology Fee $ (1Y 2S Scanning $(1G' Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ TotalFee Now Due $ iJ ' See Reverse side --> Zoning $ e 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 /4/ Az- 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 and a reinspection fee will be charged. Signature er or Agent The foregoing instrument was acknowledged before me this ®_.5 day of 20D ; by who is personally known tome or who has produced As identification and who did take an oath. NOTARY PUBLIC: /,s ' ' C ;• OF FLORIDA Sign: / =r i Print: `' n,r cCommism �# DD. 0215 a , °- Expires: NOV 30, 2010 °1/111111\ My Commission Expires3OND�D Tpaty MANTIC BONDING CO,, INS Contractor The foregoing instrument was acknowledged before me this ®6 day of 20 0q by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: •i3'• '' C -STATE OF FLORIDA mt ,Co ' i' sio:� DD610215 ;t\/H111/1°e Tres: NOV 30, 2010 BoNP� T,unte ATLANTIC BONDING CO„ INC. ************************************ ******** ** * * ** * * ** ** * * * ** ** * * * * ** *,t *** sir **** * *** * * ** * ** * ** ** * ** ** * * ** *** ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning /(14* Vona d9e t4 Vontmekt 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305 - 795 -2204; Fax 305 -756 -8972 'RF Uri -Igl ECEOVE OWNERS'S AFFIDAVIT OF EXEMPTION FEB 0 6 000- -�- 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, FI 33138 Re: Owner's Name: ''� {"^" `��"�✓ Property Address: 83 hJ I d c 31Y NV1 Otwt % . 1-lo c-s, Fi- Date: Z %510 9 Roofing Permit Number: Dear Building Official: I T� `"° �7 S Fo st-Z.$ certify that I am not required to retrofit the roof to wall cojrhe nections of my building because: just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade //-itiofAy � 651 -e-t Print Name / 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 ., .5 dey.of ", _,.. , NOTARYPIJIfLJL- SIA1110r 11411,1 1 • " "' Denia Rodriguez ,: mmission #DD610215 Notary Public, Sate of Florida at Large ir * When the just valuation of the structure for purpose of ad valorem taxation is equal to or oPe arr33 +� + i --� i 9JUll hg was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. vA Y ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Name Job Address • • ••• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• • Florida Building CQcte tditto i ?004 High - Velocity Hurricane Zone ltqifordi.Pjprmit %ASlldgjibn ••• • • • • ••• • Section A (General•Ir1fgrmmti9p) •� • .F.EB a 6 2 • • • • •• • • •• • • • • l • • • �c�q ®w..+++°eo mso e•a :. • • rocess F...3 /vim /Do S ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ New Roof ❑ Prescriptive BUR -RAS 150 ROOFTYPE RL+7 eroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low S ope Roof Ar (SF) Steep Sloped Roof Area (SF) Total (SF) yam, e A 3ss�-- 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. Mwm EMOMEUMM ■EWIMM .U■■ ■■F'! I1.�'!L MAIM■■■ 1 ►%/ fmf 'JmA■MEm■■■■ ■■ ■■■■ ■ ■ ■■■ WAMMW ■N■,,,■■■■■■■■■■■ ■■■■ ■■■■ENNMMUMM■■■■■■■■■■M■■ ■■■■UMEM ME■■■■■■■MWMMINOWM mmommmummommimmaftwommommir ■■MMUME■■■■■■MM■■MMEMMEM i mmillAmummommumaimmommmommmil maimm■■■ ■■r".►maim ■iammam _?gym►'! m wliummommommswirmiummumme T�II■■mmu■I�mm1P! 11!■■►.o'■■■ri ■fl■■ Tii■■■■■� mall■i'viC� % ■■■■E mu '�'i mm APPRO OGLING D 0E ge SL E3JECT TO COMPLIANCE WITHALLFEDEI ?AL STATS.t#RID COUNTY RULES AND REGULATIONS RI-09....1 FLORIDA BUILDING CODE — BUILDING 4- • • • • • • • • • • • •• •• • • • •• •• • i BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION OTICE OF ACCEPTAN (NOA) Firestone Building-Products Com, any 310 East 96a` Street 46240 -3702 SCOPE: • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • •• •• • • • • • • • • • • • • • • • • • ••• •• • • „ • ; MP:II -DADE COUNTY, FLORIDA • • 113ET1 -DADE FLAGLER BUILDING �• 140 i'YI!ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • (3Qj) 375 -2901 FAX (305) 375 -2908 •• • • • •• • • •• • • • • • • • • • i nms N S is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). 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 AH3 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 inc' all v - . as described herein, and has been Velocity Hurricane Zone. DESCRIPTION: Firestone Modified Bitumen Roof Systems over Wood Decks o comply with the Florida Building Code, is r" LIN : ac NEWAL of :+ II ATIO materialse, .11 r�e1 is e �� • s •r n. i se'e or ogo, city, state and ami -Dade County Product Control Approved ", unless otherwise noted herein. is NOA shall be considered after a renewal application has been filed and there has been no le building code negatively affecting the performance of this product. N o is NOA will occur after the expiration date or if there has been a revision or change in the and/• ufacture of the product or process. Misuse of this NOA as an endorsement of any , advertising or any other purposes shall automatically terminate this NOA. Failure to comply ±_ • 's NOA shall be cause for termination and removal of NOA. 11.1 be display : - • - r preceded by the words Miami -Dade County, Florida, and followed by displayed in . s v - ''11 sing literature. If any portion of the NOA is displayed, then it shall ety. •' SPECTION: A copy of ; 's entire NOA sh shall be available for inspection at the • • . This 0 . ; I �. . h; be provided to the user by the manufacturer or its distributors site at the request of the Building Official. and consists of pages 1 through 34. The submitted documentation was reviewed by Jorge L. A cebo. NOA No.: 05- 0830.10 Expiration Date: 03 /08/11 Approval Date: 12/29/05 Page 1 of 34 erial: Deck Type: Maximum Desi Pr Fire Classification: TRADE N Product APP 180 APP 170 SBS SBS FR SBS Premium FR SBS Base Sheet SBS Smooth SBS Premium ROVAL • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • •• Roofing Modified Bitumen • • • • • • • ••• • • • • APP /SBS • • Wood ure -52.5 psf See General Limitation #1 •• • • • • • ••• •• F PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Dimensions Specification 39.4" x 32'10" ASTM D 5147 39.4" x 32'10" ASTM D 5147 39.4" x 33'6" 39.4" x 32'10" 36" x 108' 39.4" x 33'10" 39.4" x 33'10" 39.4 "x33'10" 39.4" x 50' 39.4" x 33'10" 39.4" x 33'10" ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Product Deseriution Polyester reinforced modified bitumen, granule surfaced membrane. Torch applied. Polyester reinforced, fire regardant modified bitumen, granule surfaced membrane. Torch applied. Polyester reinforced modified bitumen membrane. Torch applied. Polyester reinforced modified bitumen membrane. Torch applied. Fiberglass reinforced base sheet, asphalt coated on both sides. Applied in hot asphalt or mechanically attached. Granule surfaced, modified bitumen membrane reinforced with non -woven polyester mat. Ceramic granule surface, modified bitumen membrane reinforced with non -woven polyester mat. Ceramic granule surface, fire rated, modified bitumen membrane reinforced with non -woven polyester mat. Fiberglass reinforced SBS base sheet. Applied in hot asphalt or mechanically attached. Smooth surfaced, modified bitumen membrane reinforced with non -woven polyester mat. Applied in hot asphalt. Granule surfaced, modified bitumen membrane reinforced with polyester mat. Applied in hot asphalt. NOA No.: 05- 0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 2 . of 34 Product Dimensions SBS Glass 39.4" x 33'10" SBS Glass FR 39.4" x 33'10" Type IV 33" x 180" Type VI 33" x 180" APPROVED INSULATIONS: Product Name Pyrox ACFoam I, ACFoam II ISO 95 +, ISO 95+ GL, 95+ GW ISO 95+ Composite Fiber Top Rhoflex Composite Dens Deck ENRGY 2, ENRGY PSI -25, UltraGard Gold II, UltraGard II Fiberglas Fesco Foam High Density Wood Fiberboard Perlite Insulation Board Iso -Lite E Multi -Max FA • • •• •• • • • • • • • • • ••• • • • • ••• • • •T• • • Suetincjctn ASTM D 5147 • •• • • • ••• • ASTM S'147: ASTM D5147 ASTM D5147 • • • • • ••• • • • • • • •• •• • • • ••• s • • • • • • • • • ••• • •• • • ••• ••. • • " * • ' •Deacfintion • • • puct Fiberglass reinforced, granule surfaced, wbdiff&d b$uineni membrane. Applied in oSoiasfoltalti 6: ranula;surfacett fiberglass reinforced, fire regardant, modified bitumen membrane. Applied in hot asphalt. Fiberglass reinforced, asphalt impregnated, roofing ply. Applied in hot asphalt. Fiberglass reinforced, asphalt impregnated, roofing ply. Applied in hot asphalt. TABLE 2 Product Description Isocyanurate Insulation Isocyanurate Insulation Isocyanurate Insulation Isocyanurate Insulation with perlite facer Regular wood fiber insulation Polyisocyanurate foam / perlite insulation Silicon treated gypsum Isocyanurate Insulation Fiber glass roof insulation Isocyanurate Insulation with perlite facer High Density Wood Fiber insulation board. Perlite Insulation PoIyisocyanurate foam insulation Isocyanurate Insulation Manufacturer (With Current NOA) Apache Atlas Roofing Corp. Firestone Firestone Firestone Firestone G -P Products Johns Manville Johns Manville Johns Manville Generic Generic International Permalite Rmax, Inc. NOA No.: 05- 0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 3 of 34 APPROVED FASTENERS: Fastener Product Number Name 1. Firestone All- Purpose Fastener 2. Firestone HD Fastener 3. MB Barbed Metal Seam Plate 4. Hexagonal Plate 5. Seam Plate 6. Metal Plate 7. Dekfast Fasteners 8. Dekfast Hex Plate 9. #12 & #14 Roofgrip 10. Metal Plate 11. Plastic Plate 12. Olympic Fasteners 13. Olympic Standard 14. Olympic 15. Insul -Fixx Fastener 16. Insul -Fixx S 17. Insul -Fixx PG 18. Tru -Fast Fasteners 19. Tru -Fast MP -3 • • •• •• • • • • • • • • • • • • • • • • • •• • • • • • • • ••• TABLE 3 ••• • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • , • ••• • • • • • • • •• • •• • • • Product • •• • • • • • • • •• • • • • • • • • • •• •• •• • • • •• •• ••• •• Descriipion • • • • • • • Insulation and membrane fastener Insulation and membrane fastener Metal plates used for membrane securement. Insulation attachment hexagonal plate Membrane seam attachment plate. Membrane attachment plate. Insulation and membrane fastener Insulation and membrane fastener Insulation and membrane fastener Galvalume AZ50 stress plate 3.2" round polyethylene stress plate Insulation and membrane fastener 3" round Galvalume AZ55 stress plate Plastic plates for fasteners. Insulation fastener for use in wood, steel and concrete decks Galvalume AZ55 stress plate Polyethylene stress plate Insulation and membrane fastener 3.23" round Galvalume AZ50 steel plate • • • bimensign� Various Various 2" dia 3 -3/8" x 2- 7/ „ s 2 -3/8" dia 2" dia Various Various Various 3" square 3" round 3.2" round Various 3" round 3" round Various 3" round 3" round Various 3.23" round Manufacturer (With Current NOA) Firestone Firestone Firestone Firestone Firestone Firestone Construction Fasteners, Inc. Construction Fasteners, Inc. ITW Buildex ITW Buildex ITW Buildex Olympic Mfg. Group Olympic Mfg. Group Olympic Mfg. Group SFS Stadler, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru -Fast Corp. The Tru -Fast Corp. NOA No.: 05- 0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 4 of 34 APPROVED FASTENERS: Fastener Number Product Name 20. Tru -Fast Plastic Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering, Inc. Exterior Research & Design, LLC. ACRC, LLC. ACRC, LLC. • • ••• • • • .•. • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ... • . 0 •. • • ••• •••• 0 • • • • • • • •. • TABLE •••• •• • ••• • • . • • Product Description •• • • • •. .. •facturer 3" round polyethylene stress' plate Test Identifier J.I. 1D5A8.AM J.I.3003597 J.I. 3004786 J.I. 3005030 4810.01.96 -1 4810.10.96 -1 ACRC 03001 ACRC 03007 (Fite Current NOA) • 3" round • °The 'fru -Fast Corp. Description Date Wind Uplift Classification 09/09/98 Wind Uplift Classification 07/14/99 Wind Uplift Classification 05/16/00 Wind Uplift Classification 08/08/00 Uplift Resistance 01/31/96 PA 114(C) and PA 114(D) Uplift Resistance 10/31/96 PA 114(J) TAS 114 03/06/03 TAS 114 05 /01/03 NOA No.: 05- 0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 5 of 34 Membrane D,., 1 Sy APP • • • • • • • • • • • • . • • • • • • • • •. • ••• ••• . • • • • • • • • • ••• • • • • •.. • • • • • • • ..•.. • • • • • • • • • • • • • ••• • . • • • • • • • • • • • • .••• • • • • • •. • • •• Wood, Non - insulated .. • • • . • •. ••• •• • 19/32" or greater plywood or wood plank faSt,�n :s uppOrt eit11 #8 • 1 ;5/8" wood screws at a maximum spacing of 6" o.c...' .. •.' . ; • • .. • e E(2): Base sheet mechanically fastened. All General and System Limitations ap Fastening #1: astening #2: Ply Sheet: One ply of described tone MB Base ow: echanically fastened to the wood deck as Base sheet shall be lapped 4" and fastened with Firestone #14 AP fasteners 3" Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c. (Optional) One or more plies of Firestone MB Base Sheet, Type IV or VI ply sheet or other listed base sheet applied in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.; or one ply Firestone APP 160 or APP 170 torch applied. One ply of APP 160, APP 170, APP 180 or P 180. •rch applied parallel to the base ply, with overlaps staggered 12 ". ;motional) Install one of the following: 1. �O ravel or slag at 4001b. and 3001b., respectively, set in a flood coat of type III or IV asphalt at 60 lb./sq.. 2. Karnak No. 97, No. 97 AF or No. 169 at an application rate of 1h galisq.. 3. Fields F900 emulsion, Gilsonite Durakote # 151, Gibson Homans #6192 -900 applied at 6 gal /sq. with 60 lbs. of roofing granules set in the wet coating. 4. Owens Coming Fiberglass Cap sheet GAF Mineral Surface Capsheet or Manville Glaskap in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs /sq.. —52.5 psf (See General Limitation #7) A No.: 05- 0830.10 'ration Date: 03/08/11 Approval Date: 12/29/05 Page 329t • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • • • • • • • • • • • • Membrane Type: SBS • • • • • • • • • • • • • • • • • • • • ••• • •• Deck Type 1I: Wood, Non - insulated •• • • • •• ••• •• Deck Description: 19/32" or greater plywood or wood plank fasten ii,a !utpc ti rtita8 x'1 - -5/8" wood screws at a maximum spacing of 6" o.c. • • • • • • • • • • System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of Firestone MB Base mechanically fastened to the wood deck as described below: Fastening #1: Base sheet shall be lapped 4" and fastened with Firestone #14 AP fasteners 3" Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Fastening #2: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c. Ply Sheet: One or more plies of SBS Smooth or SBS Base sheet or Firestone Type IV or VI ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One ply of Firestone SBS, SBS FR, SBS Smooth, SBS Premium, Premium FR, SBS Glass or SBS Glass FR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.sq. Surfacing: (Optional) Install one of the following: 1. Gravel or slag at 400 lb. and 300 lb., respectively, set in a flood coat of type III or IV asphalt at 60lb.sq.. 2. Karnak No. 97, No. 97 AF at an application rate of 11/2 gal./sq.. Maximum Design Pressure: —52.5 psf (See General Limitation #7) NOA No.: 05 -0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 33 of 34 WOOD DECK SYSTEM LIMITATIONS: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •S -• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••. •••• • •• • • • ••• • • • •• and Ply 6 when used as a mechanically fastened base or anchor sheet. • •• • • • •• ••• •• GENERAL LIMITATIONS: • • • • •• • • • 1 • ••• •• _clas • 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- 40lbs./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 12lbs.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. (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 comers). 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 .iI have a assurance audit in cordance with the Florida Building Code and Rule 9B -7. • f th- ." .rida Administrative ode. END OF THIS ACCEPTANCE NOA No.: 05- 0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 34 of 34 GFi�.R9516 - Roofing Systems Page 36 of 38 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • Firestone "MB Base Sheet" and "APP 80 Glass Base" is an acceptable substitute and A:ay be u9edfn any assembly which utilizes Type G1, G2, OCF "No. 28 ", Johns Manville "No. 28 Glasbase ", Bird "CRS" base sheet or GAF "tAe Ms Lase s}ieets". ••• "APP 140" and "APP 180" are acceptable alternates to "APP 160" or "APP 17(L in al6applicab systgrlis. • • • • • • • • • • • • • • • • • • • •• • • • • • Firestone "Ply IV ", "Ply VI ", "Ply IV (4) M" or "Ply VI (6) M" are acceptable $Itetna et in all:ylen:s here :Tye O1 :ply sheet is indicated. • ••• • • • •• 1. Deck: C -15/32 Incline: See below Existing Roof Systems: — Class A, B or C, BUR (smooth surface of cag ihes t)•to reetains ifisti nge classcation covered with: Insulation: — 1/2 in. min "ISOGUARD HD" • • • • • • • • • Membrane: — UltraPly TPO or ReflexEON (Fully adhered 1/4: 12) Ultraelyy TV, Cr 40}eflxtkOrt Meehanicall attached (1/2 :12) LS-FR EPDM (3/4: 12), Platinum, RubberGard MAX Standard Reinforced Rubber.•ar (;/24 1't, V1labe:Gard MA. FR (2 -1/2 : 12), EcoWhite (1: 12) Standard RubberGard (1: 12, PC -100 at 1 gal /sq required) •• • • • • • ••• •• Class A 1. Deck: NC Incline: 1 Existing Roof System: — Class A, B or C (gravel may be removed) covered with: Base Sheet: — Type Gi, G2 or G3 (granular surfaced, inverted), mechanically attached. Membrane: — "Firestone APP 160 ", "Firestone APP 170" or "Monoply Plus" (modified bitumen), heat fused. Surfacing: — "Aluminum Fibered Roof Coating ", 1 -1/2 gal /sq or Karnak Chemical "No. 97 or 169 Aluminum Coating" applied at 1 gal /sq or "No. 97 AF ", applied at 1 1/2 gal /sq (optional), gravel. 2. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A covered with: PIy Sheet: — OCF "No. 11 or 28" base or ply sheet. Membrane: — "Firestone APP 160 ", "Firestone APP 170" or "Monoply Plus" (modified bitumen), heat fused. Surfacing: - "Aluminum Fibered Roof Coating ", 1 -1/2 gal /sq or Karnak Chemical "No. 97 ", applied at 1 gal /sq., "No. 97 AF ", applied at 1 1/2 gal /sq or Western Colloid No. 298 Emulsion, applied at 2 gal /sq, with #11 Mineral Granules embedded into the wet top coat at 50 Ibs /sq. 3. Deck: NC Incline: 1 Existing Roof System: — Class A, B or C. (Gravel may be removed) covered with: Insulation (Optional): — Perlite, glass fiber, wood fiber, isocyanurate, "Rhoflex Isocyanurate", urethane or composite, any thickness. Base Sheet: — Type Gl, G2 or G3, hot mopped or mechanically attached. Membrane: — "Firestone APP 160 ", "Firestone APP 170" or "Monoply Plus" (modified bitumen), heat fused. Surfacing: — "Aluminum Fibered Roof Coating" - • • + - k Chemical "No. 97" or "No. 169 ", applied at 1 gal /sq or "No. 97 A " • •plied at 1 1/2 gal /sq. Incline: 1 of System: — Class A, B or C covere ation (Optional): — Perlite, glass fiber, isocyanurate, any ISO 95+ insulation, urethane or composite, any thickness. Base Sheet: — One layer GAF Base sheet, Johns Manville No. 28 or Johns Manville "Glasbase Base Sheet" (Type G2), mechanically attached or adhered with hot roofing asphalt. Membrane: — "APP 180 FR ", "APP 160 ", "APP 170" or "Monoply Plus" (modified bitumen) (one or more layers), heat fused. Surfacing: — Gravel at 400 lb/sq or slag at 300 Ib /sq (the gravel may be loose laid or adhered with hot roofing asphalt). 5. Deck: NC Incline: 1/2 Existing Roof System: — Class A, B or C, BUR, cap sheet or gravel surfaced, gravel to be maintained at 400 Ibs /sq. Insulation: — Dow Chemical USA "STYROFOAM" Brand Recovery Board, 1 in. thick max. Ply Sheet: — Type G1 or G2. Membrane: — "Standard Rubbergard" (EPDM), 45 or 60 mil, mechanically fastened in accordance with the manufacturer's installation instructions. 6. Deck: NC Incline: 1/2 Existing Roof System: — Class A, B or C, BUR, cap sheet or gravel surfaced, loose gravel may be removed. Insulation: — Dow Chemical USA "STYROFOAM" Brand Recovery Board, 1 in. thick max. Ply Sheet (Optional): — Type G1 or G2. Membrane: — "FR RubberGard" (EPDM), 45 or 60 mil, mechanically fastened in accordance with the manufacturers installation instructions. 7. Deck: NC Incline: 1 Existing Roof System: — Class A, B or C, BUR, cap sheet or gravel surfaced, gravel to be maintained at 400 Ibs /sq. Insulation: — Dow Chemical USA "STYROFOAM" Brand Recovery Board, 1 in. thick max. PIy Sheet: — Type G1 or G2. Membrane: — "Standard Reinforced RubberGard" (EPDM), 45 or 60 mil, mechanically fastened in accordance with the manufacturers installation instructions. 8. Deck: NC Incline: 1 Existing Roof System: — Class A, B or C, cap sheet or gravel surfaced, loose gravel may be removed. Insulation; — Dow Chemical USA "STYROFOAM" Brand Recovery Board, 1 in. thick max. PIy Sheet (Optiorial): — Type Gi or G2. Membrane: — "Fire Retardant Reinforced RubberGard" (EPDM), 45 or 60 mil, mechanically fastened in accordance with the manufacturers installation instructions. 9. Deck: NC Incline: 1 Existing Roof System: — Class A, B or C (gravel may be removed) covered with: Base Sheet: — Type Gi, G2 or G3 (granular surfaced, inverted), mechanically attached. Membrane: — "APP 18@ FR" (modified bitumen), heat fused. 10. °Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A covered with: PIy Sheet: — OCF "No. 11 or 28" base or ply sheet. Membrane: — "APP 180 FR" (modified bitumen), heat fused. http: / /database.ul.com/cgi- bin /XYV/ template /LISEXT/ 1 FRAME /showpage.html ?name =TG... 2/5/2009