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RF-07-326Inspection Worksheet Miami Shores Village Croy 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/21/2007 Inspector: Grande, Claudio Owner: DAVIS, JEFFREY AND YASMIN Job Address: 9275 BAYSHORE Drive N Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)577 -3777 Parcel Number 1132050270570 Lot: Phone: 786- 277 -9540 Building Department Comments TEAR OFF EXISTING LOWER FRONT FLAT ROOF MAR 2 2 2007 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP 40791. Final not eligeble. Tincap was rejected for no ladder on the job. Provide pictures of the tin cap and hot mop, for tin cap approval before the final inspection. 3/8/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, March 20, 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 PERMIT APPLICATION FBC 2004 Permit Type. (circle): Building Elec CE!VED FEB 0 2007 M Permit No.lir ( •32-1 ter Permit No.1 2005' 150 lumbing Mechanical Owner's Name (Fee Simple Titleholder) . !� j M) le) Ilk V LS Phone # Owner's Address qa 15 N) 90- Y5hore Dr- City, M ShOre-6 State Zip 33)3S Tenant/Lessee Name Phone # Job Address (where the work is being done) 9Q, 17 51V' F yshore- fir, City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL# 11-,3 s -Oa"1-05-7 Is Building Historically Designated YES NO t..' Contractor's Company Name Kj,W4l1 ei< A(t� 1 no , Phone # Contractor's Address f 1 a' Box 53105/ eeJJ City g(tkY\ l State ri- Zip 33/ 5, Qualifier Name Ni. k 'tt) M tit- State Certificate or Registration No. CC.. 305'i91-01g1 Architect/Engineer's Name (if applicable) Phone # -1,8(0 c 1i- east(C) Certificate of Competency No. 017135o0oorl Phone # Value of Work For this Permit $ C 14.5OO Square / Linear Footage Of Work: IV 4 Type of Work: ❑Addition DAlteration DNew g Repair/Renlace ❑ Demolition Describe Work: 1 ea. r N a 16 1 r I p Q veer-fro n ct A eW Submittal Fee $ Permit Fee $ 70 �r CCF $ ,650 CO /CC Notary $ Training/Education Fee $ l - ® Technology Fee $ 6:25 Scanning $' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2-IS 405 See Reverse side -+ 7 Bonding Company's Nam Bonding Company's Addr City (if applicable) Mortgage Lender's Name Mortgage Lender's Addres City Application is hereby mad commenced prior to the construction in this jurisdic WELLS, POOLS, FURNA OWNER'S AFFIDAVIT: applicable laws regulating "WARNING TO OWNE PAYING TWICE FOR _CONSULT WITH Y COMMENCEMENT." Notice to Applicant: As a promise in good faith that whose property is subject t for the first inspection wh inspection will not be appr a Signature The forego; . day of�'IJ[�� who is personally is L® State Zip if applicable) State Zip to obtain a permit to do the work and installations as indicated. I certify that no work or installation has suance of a permit and that all work will be performed to meet the standards of all laws regulating 'on. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, ES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC I certify that all the foregoing information is accurate and that all work will be done in compliance with all nstruction and zoning. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, UR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF ondition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must copy of the notice of commencement and construction lien law brochure will be delivered to the person attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site h occurs seven (7) days after the building permit is issued In the absence of such posted notice, the ed and a reinspection fee will be charged IIIPAIP) gjr IOwn r or Agent g instrument w ac owledged bef_e me this . 10 ink by own to me or who has produced NOTARY Sign: Print My Co ''_s issio Expires: - ?l As identification and who did take an oath. C: . i -abe! var • es: Jul L3: 79/ Bonded r' Fi c rr ;r;i ottd CO,, Inc Signature ‘-/P0-44 Contractor The for • ing instrument was ackno day o �li1 i 2001 by who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commis APPLICATION APPROVED BY: (Revised 02/08/06) #DD2319 = ded T hrc t v 44ondin4'; doe * * * * * * * * * ** Plans Examiner Engineer Zoning RdOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • • • • • • • • • • • • • • • • • • • • • • • Florida Building Co4eXclitiop 2084 • • • •.• • • • • A ®y • • • • • • • ••• • • • • • ••• • • • • • • • • • • ••• ••• ••• • • HIgh - Velocity Hurricane Zone UnDo4n PehlfApplRat141 FdIsm; Section A (General Information) •• • • • •• it No. • • :Ickes's:NI. • • • • • • •• Contractor's Name I .Wet l -k .1 f eci.h j E Job Address Ca r15 WI &y,5(1 ire ROOF CATEGORY IteLow Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles r� ••• •• • • • • • • • • • ••• •• LI New Roof ❑ Prescriptive BUR -RAS 150 ROOF TYPE gReroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) I19 ®® Steep Sloped Roof Area (SF) ❑ Repair 0 ❑ Maintenance Total (SF) I 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 identity dimensions of elevated pressure zones and location of parapets. 3 f .71-4",71 TT -1 .1116t ; IL.1 11.11LU I J. I 1 l ■ — al.gi m5lmG. o' ln ]► r 1.11.11111111r pm arr [S•1�11►L`II:L~�eU 1.11w•le. mien r: r i rarrifd A T Re -ro0re c Wood) SUBJECT TO •; ALL FEDERAL STATE At+ COWIE IWIESAND REGULATE 15.32 FLORIDA BUILDING CODE — BUILDING • ••• • • • ••• •• • • • • •• •• • • • ••• • • • Florida Building Code Editiot 20'02 Hi! h Ve Hurricane Zone Un(form Permit • • • (cation Form. Section C (Low S�' • •Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 1NA") System Manufacturer: ( P r ••. SP se�d•RdoT Svst3mA Fastener Spacing for Anchor/Base Sheet Attachment NOA No.: 02-0501.405 Design Wind Pressures, From RAS 128 or Calculations: Pmax1 Pmax2 67,3 Pmax3: IS 1' q Max. Design Pressure, Fro a Specific NOA System: Deck ype: kA/00 d Gauge/Thickness: 5/ S 1 / Slope: 0 Anchor/Base Sheet & No. of Ply(s): base e•• ••• ••• • • •• • • • •• ••• •• . • • Q •�ie�d� : • ';o��L$p, # Rodrs Q� © _ .L •• • • • / • • ••• •• Perimeter. b " oc @ Lap, # Rows . @ • co Corner: 9 " oc Lap, # Rows @ • oc Number of Fasteners Per Insulation Board rihritIshAVancring?" CapS Insulation Base Layer: Base Insulation Size and thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s):. u _ . _. Base Sheet Fastener/Bonding Material: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. GAF Mi nera,1- 4 Cap Sheet- Ply Sheet(s).& No. of Ply(s):,a'"p'y"'FI F, j`f"j 1' S Ply $heat F $st/A► /Bona gVaterial: rl TopP . G/rF t n� M r eel Cap sheer TopPiy� asteneri5 nd0�l a�rial: Surfacing: 3X3 gals drip — ittiS bases FT. FT. Parapet Height Wag 1IWood- Mean Roof.. Height 123_01 -48 5/03 PAGE 3 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••■ SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQGIREbOWNCftar1OTIFICCTI(N FOR ROOFING CONSSDtR TION: • • ••• ••• ••• • • 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 ranter j of jthis.�e . The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum re :ernerjts:agd fandyds of the industry for roofing system installations. Additionally, the following items should addresgeri 2p part c( the agreement between the owner and the contractor. The owner's initial in the adjacent boxandicates that1the Item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues inch 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. P141 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renaiied in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). W., 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 the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. Pilk 5. 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. Ponding can be an indication of structural distress and may require the review of a professional structural tural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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. P1-2, 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural 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 life of the roof. �i 161 1or7 19cuj Date Contractor's Signature Property Address Permit Number Rev:9f20J2005,Computer Services, Building Department MIAMFDADE 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 • VITRO -PP►DE FLAGLER BUILDING • ' g,AotER STREET, Sur= 1603 • • : : : ldi1AMI, FLORIDA 33130 -1563 • • • (30'5) 315 -2901 FAX (305) 375 -2908 ••• •• • • • • • • •• ••• •• • • •• • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rates 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 (AIiT). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) andtor the Au (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 itely revoke, modify, or suspend the use of such product or material within their jurisdiction. IJORX reserve &Wright to revoke this acceptance, if it is determined by Miami Dace County Product Control Division that thist 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 Dili »elocity Itunteatie Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck • • •• •• • • • • •• •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state aril • • following statement "Miami Dade County Product Control Approved ", unless otherwise Lp*l Itereht, • • • •• 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 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 #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC • NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing BUR • • •• •• • • • • • • • • • •. • • • • • • • ••• • • • ••• • • • • • •• •• • • • • •••• • •• • • • • ••• • •. • Wood .... 75 psf • • • • • • • • • • • • • • • • • • • • • ••• ••• • •• ••• •• ••• • • • • ••• • ••• •• • • • • • • • • • • ••• • • See General Limitation # • • • • • • • •• • • • • • ••• •• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions GAF Asphalt Concrete Primer (Matrix= 307 Primer) GAF Mineral Shield® Granules GAF WearCoat® Emulsion (Matrix= Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (Matrix= System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix= Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Hashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex Ply= 6 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons Test Scation ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 2824 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAS• • • • • Mineral Shield® Granules shall be used'f'bt• flashing applications only.• • • • • • • • •• • Surface coating for Smoot suiFdced. roofs? • • •• • •••• •••• Fibered aluminum • • • • r"Y`► C`�"�"Ss • • • • • • • • • • •••• • • • • • • •• • • ••• • •• •• 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.3T' (1 meter) wide ASTM D 4586 Miter reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement. ASTM D 4601 Asphalt impregnatei and coated glass mat base sheet. ASTM 134601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03-1501.05 Expiration Date; 11/04/08 Approval Date:10/ 3/03 Page 2 of • • • • • • • • • •• • • • • Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - WeldTm Smooth RUBEROID® SBS Heat - WeldT& Granule RUBEROID® SBS Heat- Weld TM 170 FR RUBEROID® SBS Heat- Weld" PLUS RUBEROID® SBS Heat- Weld PLUS FR RUBEROID® SBS Heat- Weld"' 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide. Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37' (1 meter) wide • • ••• • • • ••• •• •• • • • •• •• • • . • • • • • • • • • • • ••• . • • • • • • • • • • • • ••• • • • • ••• Test Product Specification • Description • • • • • • • • • •• • • • • • • • • • • • • • • • ASTM • •.Vc t a piegnaxed glass felt with • asphalt . ASTM D 3909 Asphalt coated, glass fiber mat cap sheet • • sd faced emit uu aalgranules. . • • • • ASTM D Q$97:FibeYgtasib slvpregnated and D 3672 coated on both sides with asphalt Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 4897 F3 erglass base sheet impregnated and D 3672 coated on both sides with asphalt Surfaced on the bottom side with mineral granules embedded in asphaltic coating. • Non-Woven Polyester mat coated with • polymer-modified asphalt andsmooth• • • • • • surfaced. .. • • • • Non -Woven Polyester mat e®atei wit ' polymer modified asphalt lmd'surfaced with mineral granules. • • • • • ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 MT N! D -6164 ASTM D -6164 ASTM D4601, TYPe UL Type G2 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTMD5147 •••• • • Non-Woven Polyester n at l,&Ied wittffllye retardant polymer madded asphalt and • surfaced with mineral gain •••• Non-Woven Polyester mat coated with ...' polymer modified asphal*a� $ urfaced mineral granules. ' • Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with polymerified asphalt and smooth surfaced. s Premium glass fiber reinforced SBS - modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 03-0501.05 Expiration Date: 11/04/N Approval Date:10/23/03 Page 3 of 21 • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • Deck Type 1: Wood, Non- insn%teel • • • • • •' • • • •' • • • • • • • • • • • • • • • • • • • • • Deck Description: 19 • • • • • • /32" or greater p ?ywb6a or wood pianlc decks • System Type E (1): Base sheet mechat3it4►11y ifistct .d:' • ; • • • • • • ••• • • • • •• • All General and • System Limitations 511a11)yi • • • • • • • • •' Base sheet: GAFGLAS #80 UltitnaT3 Base Sheet, STRATAVENT® Eliminator Perforated Nailable,.RUBEROlD Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat - Weld"' Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex Plymi 6, GAFGLAS #75 B 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 Ply"' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #I2 or #14 Screws and 3" 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 47) GAFGLAS Flex P1yTas 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" Iap staggered and in two rows 9" o.c. in the .field. (Maximum Des' n essure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above ase sheets attached to deck wfth Drill -Tec (GAFTTIT'E) #12 or #14 Screws and 3" 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 -Tec (GAFTI'TE) insulation plates at a fastener spacing or 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 64psf, See General Limitation 47) . GAFGLAS #75 Base Sheet or any of above Base sheets attached tn.deck with Drill -Tec (GAFTTT'E) #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) One or more lie • GAFGLAS® PLY 6® ply sheet, #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. (Optional) One .1 of : ' e , ° • rfaced Ca Sheet t adhered in a Ar full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 0 ' NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date :10 /23/03 Page 18 of 21 Suctacang: . . ... : ;hVC...1S ' ' wali. +»de Of ,�C f otlowing: ylith c1n (Required if no cad use df • cation rate of 201bs.lsq GAF 5pec�aVRoo��*�BLt>±fitn Dc GAFl���'�C4AT ®Bmulsion appticatiotirate of 1.5 �a1Jsq., t�s � DtVtU: .... ,kaoil rite application ta% of 3 ga ev (Matrix 305 iril;eretl.*1. ti . • �'oa.in atria System Pro Aluminum Premium Pibeirpa Ain ►ulaRcare : Roof Coating Fibered 301) •�iith aL'al)ptitation rate of 1.5 galisq. 2. Asphalt flood coat at an application rate of 60 lbs.sq. ± 20%; plus gravel or slag with an application rate of 400 lbs.sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.D5 Expiration Date :11104/08 Approval Date :10 /Z3103 Paee 19 of • . •... . • . ... :•••:• • •• . . . .. .. . • • . . • • • • • WOOD DECK • • • • • • . .... • • • .... SYSTEM LIMITATIONS: - 1 A slip sheet is required with Ply 4aand Flex i�t� 6•ygltpn taste �.' nsc anchor sheet. chanica�l 2. Minimum • • • • • • • • • • • • Y fastened bas:, or • • m' /" Dens Deck or ' /a Tyl%' sut,Goareti, ncce"p�n61e to be installed air wood deck. axp directly over the G ENTERAL LIMITATIONS: ••• • • • .. ••• IS 1. Fire classification •is not part of this•acctptanc'e, iefcrS. a•currcnt A • Directory for fire ratings of this product. • 2. Insulaliau may be installed in multiple layers. The first layer shall Approved Roofing Materials Product Control Approval installed guidelines. All other layers shall be adhered i i alf lllmo compliance with approved asphalt applied within the f;VT range and at a rate of 20 -40 lbs. /sc ., or attached using the fastening pattern of the top layer mopping, of 3. All standard panel sizes arc acceptable for mechanical attachment. 1 mechanically asphalt, panel sire shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on When applied in approval foam insulations when the base sheet is fully mopped. If no recover shall be applied n all applications over closed cell pp ied using spot mopping with approved asphalt, 12" recovery boc i circles, used 24" o base s' rnoppcc! $" ribbons in three rows, p � diameter ,� pert a oppenuous areal of ventilation. ' one at each sirlelap and one down the center of the sheet allowing o. c.; or strip lEncir•cling of the strips is n placed every 12' in each ribbon to allow cross ventilation. he at d minimum rate each 12 bon to I not acceptable. A it break shall 11 cT Note: Spot attached systems shall be limited ltpr� system shat! Cosign at pressure rate of 12 5• Fastener spacing for insulation attachment is based on a Minimum Ch r' "t� °inturt: 275 lbf., as tested in compliance with TCsting Application Standard TAS 105. as field- tested, are below 275 Characteristic Force (T�� value of 6. Fastener spacing for mechanical attachment of:zrlcrllor/trzse sheet be acceptable. If the fastener value, on a minimum fastener resistance value in conjunction with the maximum design a specific system. Should the fastener resistance be less than. .1 or membrane attachment is based BuildBuilding Official, a revised fastener spacing, prepared, signed and sealed by �n value listect within ing Official, al, a or Ise is i pant required, to Floridaneci by the fi tcrcd Roof Consultant may be submitted. Said revised cfastener spacing shall utilize the withdrawal resistance value taken from Testing [1 calculations in Compliance with Roofing Application Standard RAS 117. I 7. Perimeter and corner areas shall comply with the enhanced uplift PPlzcationStandltrcis'1'AS 105 and 'areas. Fastener densities shall be increased for both itzsItlation and base sheet. uplift pressuec requirements of these compliance with Roofing Application Standard R.AS 117. complia ce w t this o find as calculated in 8. All rtUaclune:itt and sizing of perimeter ^ nailrrslo�et � w��� not he applicable.) limitation f,. specifically . shall conform with Roofing Application Standard RAS 1 1 I and applicable w' profile, and/or flashing termination designs 9. The rnaxununt designed ,pressure li'nitalion listed shall be n �licrrb field, perimeters, xh uin sod cd pees ). wind load pressure zones Neither rational analysis, nor extrapola( all shall Ibe1) aml tedfo (i.e. i'c. enhanced fastening at enhanced pressure zones (i.e. perimeters, extended come (When this limitation is specifically referred within this NOA . be applicable.) 1 y corners and comers). 10. Ali products listed herein shall have a quality assurance audit NOA, General Limitation ttl evil[ not Building Code and Rule 913-72 of the Florida Administrative Code. in accordance with the Florida END OF THIS ACCEPTANCE te. NOA No: 03- 0501.05 Expiration Date :•11/04/03 Approval I ?ate :10/23/03 Page 21 of 21 Roofing Systems (TGFU)_Continued .•••: GAFGisA?; #80 P • • • Premium Base Sheet may be used in am of the • • •° st•stet - . following "GA:=glac Flex Ply ' 3' is a suitable alternate to "GAFgIas Ply 6" • • GA. TEMP Permalite Recover Board" may be used in lieu oM insulation in any of the following NC Classifications. • ��itei • • • t'r • • • • _•.•1HOOF COVERING MATERIALS (TE1tT) •i•i • • •iiDOplrlg Systems (TGFL7) {ontfrrued Cap Sheet: "GA; G;.AS Mineral Surfaced Cap Sheet ", hot moppet •J• ••b.ck: tt�tj ••: Class B /3: •• •ilnstitaho� • tronall: Incline? -1, 2 r••• •I er, is • One or mar: 'avers perlite. wood fiber• g • ocyatlurate, urethane, urethane corn perlite /tsc:va,•turate composite per thickr.,s posit', wood fiber /isocranurate composite, phenolic i•i • ' ' 'eta•" 6 or more lavers or Tvpe GI "GAFGLAS Ph .; �• • • • L/.S p • • Cip•ShePt•�vpe G. "CAFGLAS Mineral Surfaced Cap Sher':'. • mopped. 2. Deck C•15/32 n Issulation (Optional): O inc3 -I is ne or more layers line: perlite'? , wood tile:. ,I. ocyanurate. urethane, peril te /isocvanurate cornposae, perlit urethane composite, wood fiber /isocvanurate:omposite. phenolic. a thickness. Base Sheet: Two or more lavers of Tvpe GI, G2 or G_. Membrane: One or more lavers of "Ruberoid Torch" (smooth granule), "Ruberoid Torch Plus" (granule), "Ruberoid a.fop'• (smooth granule) or "Ruberoid Mop Plus" (granule), Cap Sheet: "CAFGLAS Mineral Surfaced Cap Sheet ", ho: ;n_.., ' pe c: 1. Deck C -15/32 Class C ' Insulation (Optional): Incli P One or more lavers ne: perli1/: te, wocd hbv;, gla• fiber. isocti•anurate, urethane, perlite /isoq•anurate compost :e, pe,ritte urethane composite, wood fiber /isocvanurate composite, phenolic an thickness. Ply Sheet: Three or more layers of Type CI "GAFGLAS Ply ;" o "CAFGLAS PIy 6 ". Surfacing: "Special Roofing Bitumen" 20 Ibs ?sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAT. TAR I. Deck: C-13/32 Class A Insulation (optional): On Incline: 1/2 Insulation tionan (Optional): urethane or more la)•ers perlite, wood fiber, glass urethane corn perlite, tsotvanurate composite, perlitei thickness. posite, wood fiber!isoryanuate composite phenolic, any Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS I'1)• 6", hot mopped with coat tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS I. Deck: NC Class A Insulation (Optional): On, 1nc14ne: Z fiber, 2 in. max, a or more la)'er l>zrtite, wood fiber or glvsy Ply Sheet Three or snore Layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 Surfacing, Grundy Industries "al MB Aluminum Rot Coating " -at', I'I /2 gal /sq.. 2. Ilecfi IBC _ +'. '' : •. ' . • Insulation (Optional): One or Incline: 1 fiber, isocyanurate, urethane, more lavers ;� elite, wood fiber, glass urethane composite, wood nl, pehte /tsoryanurate composite, perlite/ thickness. / i SQtyanurate composite, phenolic, any My Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or " GAFGLAS PIy 6". 3. Deck: NC Surfacing: "Weather Coat Emulsion" at 3 gal /sq. • Insulation: One or two layers " Incline: 11-2 PIy Sheet Any UI. Classified gravel su faced Class A asphalt glass fiber mat system. 4. Deck NC Insulation (Optional): Incline: 2 wood fiber and glass ryanurate, perlite, icoc'anurate /composite, Base Sheet d}gasslfiber, any thickness mechanically fastened. mopped. ply Type CI or G2, mechanically fastened or hot Ply halt One or more plies Type GI or.G2, adhered with hot roofing S at%ng "CAF Premium gal sq ar "GAF Weather Coat Emulsion", Aluminum Roof Coating". 1-1 /2 Dec NC �►uRsion ; 3 gal/S-4 m ehation ly fastened, Py thi_gl�s fi :roe yanurate, wood fiber, tneihanicall fastened, ' t e59. Hot roofing as Class A, B and C • • • 8 phalt, for use with or • ••• membranes, organic and glass felts or modified bitumen "Ruberoid Heat Weld" SBS roofing membraner may be used i • r- "Ruberoid Mop" SBS products in any applicable Classification, '�. ••• 1. Deck C -13/32 Class A • • • Insulation (Optional): One Incline:3 •• • • fiber. Insulation (Optional): urethane, or more lavers perlite, wood fiber, glass urethane composite, wood fibereisoc•�•anu ate composite, e, h elite/ / site, Pe thickness. P phenolic, any Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped. Surfacing: Gravel. 2. Deck: C -13/32 Insulation (Optional): One or Incline: 2 Insulation (ion (Optio urethane, more lavers perlite, wood fiber, glass urethane composite, wood fib rr / /isocyanurate composite, phenolic, any thickness. composite, perlite. Ply Sheet: Three or more lavers Type G1 "GAFGLAS Ply 4" or ".GAFGLAS Ply 6". Cap Sheet: One layer Type G3 "CAFGLAS Mineral Surfaced Ca Cap S. 3. Deck: NC P Insulation (Optional): One or Incline: 2 Insulation (ion Optio, . more lavers perlite, wood fiber, glass free, is composite, ra e, urethane, perlitelisocyanurate composite, perlite! MIX. wood fiber /isocvanuraee composite, phenolic, 2 in Ply Sheet: Two or more lavers Type Cl "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheer One laver Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck NC Insulation: One or two lavers "Isotherm In Rne: 1/2 Ply Sheet Any LL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, 1 Base Sheet:. One layer of T p Pet nailed to deck. nailed). Type "CAFGLAS #75 Base Sheet" Ply Sheet: One or (may be GAFGLAS Ply 6". more layers of Type GI GAFGLAS PIy 4" or Cap Sheet: One laver of Tvpe G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". • Deck: NC a Base Sheet One layer of Incline: 3 . • B,as Sheet: y Type G2 "GAFGLAS #75 Base Sheet" One or more layers of Type CI 'CAFGLAS Ply 4" or GAFGLAS Ply 6 ". Sheet". Sheet One laver of Type G.3 "CAFGLAS Mineral Surfaced Cap Deck C -15/32 Insulation: One or more layers Incline: 2 thane, Insulation: eOs Y rs perlite, glass fiber, isocyanurate, ure- than ocyanurate composite, perlite /urethane composite, phe- nolic, I.0 in. min (offset from plywood joints 6 in Base Sheet: One or more layers of Tvpe GL C2 o G3. Membrane: One or mare layers ggranule), "Ruberoid Torch Plus" (granule , " "Ruberoid Mop (smooth or ranule) or "Ruberoid Mop Plus" ) Mop" (smooth or Cap Sheet "GAFGLAS ( granule). Deck C -15/32 Mineral Surfaced Cap Sheer, hot mopped. Insulation ( Optional): One or triable: 2 >ibet isocyanurate, urethane, rlit re Layer, perlite, wood fiber; glass • urethahe composite, wood fiberr/eisory a composite, phenolic. tany Base Sb ' 'o or moms layers of Type y Ply One or more layers of Gl. Me brr " reed r more layers of "Ruberoid Torch" (smooth or granule) or "Ruberold M Plus" Plus" (granule), "Ruberoid Mop" (smooth or 5. LOOK FOR THE U(. MARK ON RODUCT