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RF-07-166Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/26/2007 Inspector: Rodriguez, Jorge Owner: LARA, RALPH Job Address: 921 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: J AND D ROOFING INC ei.. Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060340240 Lot: Phone: (954)224 -3503 Building Department Comments REMOVE AND REPLACE 91/4 W/ FLAT MOTIFIED ROOF. MAR 2 7 2007 Passed j12.- Inspector Comments 03/70- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 23, 2007 Page 2 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 01I%1I0 �,� PERMIT APPLICATIONItm24 FBC 2004 RECEIVED JAN 2 9 2O01 Permit No. j F 1 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) T2 Phone # � — 7 G6477 Owner's Address �-2- E - \ City M I N's \ `5k)et State 'Z Zip Tenant/Lessee Name N /A Phone # Job Address (where the work is being done) City Miami Shores Village County FOLIO / PARCEL # - Z 6- 0 4 0 a Is Building Historically Designated YES NO Miami -Dade Contractor's Company Name {vci CeQ3A Contractor's Address 401-1 City 44't !J State 1 ( Zip --)"").o Z _S Qualifier Name 71•14,4c-- AJCJ /4 44 00/ Phone # ei S 4 " Z -4 State Certificate or Registration No. Certificate of Competency No. CC C 7-3G, q Phone # 0 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ z 77 Type of Work: ['Addition Describe Work: 1-e...71/ (r ['Alteration Square / Linear Footage Of Work: ❑New. §1' Repair/Replace C ` ❑ Demolition 04" ******* * * * * * * * * * * * * * * * * * * * * * ** * * * * * *** ees************* * * * * * * * * * *** * ** * * * * * * * * ** * * * * ** 250 Submittal Fee $ Notary Scanning $ q• oo Bond $ Permit Fee $ $ Training/Education Fee $ ( 10 CCF $ '5'ir CO /CC Technology Fee $ CO.7 5 Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Z72, (:)0 see Reverse sic} 0 PAI Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's AFrdress City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner (/ Engineer Zoning Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder)R,AMph E. LAR.A. Phone # 306' 166"' • S41—i Owner's Address Ci 2,‘ t. £ • l� . City M I V»4L .511o.t;C.. . State FL Zip 33136' 25 6 Tenant/Lessee Name WA Phone # Job Address (where the work is being done) 7 2% fi •C • 1S 5+ City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X zip 3 31 ZSEoa Contractor's Company Name Xpoo L •prE Phone # °4. Z Z4 - 35o 3 Contractor's Address 44'041 7. W '8 -E4ii kooky City 1 j2it% iuk Nt,_ State FL.. Zip ?i'?'+O 7-3 Qualifier 3/60.4.% . tfl mod. Architect/Engineer's Name (if applicable) N/ Phone # i.J /A $ Value of Work For this Permit 417 81 Z 77. % Type of Work: ❑Addition ❑Alteration Describe Work: eY14.0 '�4• a ❑New \Y Square Footage Of Work: �® I i I' Repair/Replace ❑ Demolition Motth►4 Yip - 'L��'��.`�`� L��•�rui��-` •�� Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all.laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Al}FIDAVIT: 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 11 n be approved and reinspection fee will be charged. Signature ,� �� v �' Signature�'- Owner or Agent The foregoing instrument was acknowledged before me this tp day of b LO 200 6 , by ° p)(2.,N e4 A LAN who is personally known to me or who has produced GEr`)vt As id- i tification and who did take an oath. The foregoinginstrument was acknowledged before me this day of 1 , 2(1'07 , by K 14.1■3141hn who is personally known to me or who has produced F NOTARY PUBLI My Commission Expires: State Certificate or Registration No. Sign: gift!111 as identifi 5 s and who did take an oath, As S:ri • • .Tlb. ,t„_ cE101 &cI� ..:, 0 , 295 vembar 26, 2010 My Commission E 407 '5.0153 Fioatiallo 4tvkke.com Z(0.2010 (Certificate of Competency Holder) Certificate of Competency No. l -C C— 137 ************************************************************************ * * * ** *** * ** * * *** ** * * * * **** *** *+ **** APPLICATION APPROVED BY: Plans Exam Examiwr Engineer Zoning Chc 10/14/03 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. CO 110'O. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: ic'i' a. s 111111111111111 111111111111111111111111111111 CFN 2007R0018182 811-32 OR 2k 25254 Ps 03478 (fns) RECORDED 01105!200007 12:26:45 HARVEY RUVII4, CLERK OF COURT MIAMI —DADE COUHTYr FLORIDA LAST PAGE qt zf rvc,-- per 1 /°11P1•re J-& s ecc- 33 t 3cs3 3. Owner(s) name and address: foie Al A Lr-4A 92( AA= 1914 5f.e-e-f 4.41: f`e- 3313 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: qv L/ Sw 5. Surety: (Payment bond required by owner from contrfi Name and address: Amount of bond $ 6. Lender's name and address: GP" 6(mif M 'A/1.r.g2 . 3-502--3 Bti, pR IFYthatthi sat eeco f py e. D.C. 7. Persons within the state of Florida designated by Owner up who notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this tice of Commencement: (the expiration date is 1 year from the date of recording unless a dif re t date is specified , SiWna e"of Owner Print Owner's Name Sworn to and subscribed before m this Ur day of ~ J" y..6. - , 2(0C9. Notary Public Print Notary's Na eirAiri,1 I PA-411-II Ag/iEri i ce ► 110 $ EXPIRES: November 9,2009 :ROW $gndedThtu Noisy Public !Admitted My commission expires: 123.01 -52 PAGE 4 8/02 Prepared by At Address: 044 IRA -114 - 33023 th‘ity $j 6r''�A' • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • Master Perm Contract) Job Addre • • ••• F191.146 Buildiir�g,CQd9 edl�iorn2004 High VelocityCH irrkiane 40ne UttorrrmP&riatit Application ction A (General Information) •• • • • •• ••• •• • • • �r�c t No. - - • • •• JAN 2 9 2007 • ANN, gr Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ROOF TYPE e- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Low Slope Roof Area (S ROOF SYSTEM INFORMATION PERK tai (SF} row 1 .,..,,...k- ,t _,.j Sketch Roof Plan: Illu overflow drains. 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State Licensed & Insured CCC - 1327364 • • • • • • • • • •• run Nahmod 954.224.3503 Customer Street City • •• • • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • ••• • • • • • • • • • • • • 4041 SW 611th Way Minp ar.FL 33Q23 • • • • • • • • • • • • • • • • • • • • • • • • • ASSOCIATED COSTS •• St A n Home Work SPECIRCATION ❑ Shingle Style ❑ Shingle Warranty ❑ Shingle Color ❑ Venation fl Tear Off -.. ', ,- t Layers ❑ Pitch !12 ❑ Two Story Squares 09 15 LB Felt ❑ 30 LB Feft d Permit Furnished ❑ Replace All Plumbing Boots O Remove Roofing Debris From Roof & Yard ❑ Roll Yard With Magnetic Roller (some nails may remain) d Re -Nall Decking O Protect Property ❑ Open Cornice Cl Yes 0 No ❑ Prior Gutter Damage ❑ Yes I No ❑ Prior Driveway Damage - ❑ Yes CJ No ❑ Prior interior Damage ❑ Yes 0 No ❑ Leaks (where) ❑ Skylights (quanity & size) Insurance Company: Claim number. Adjuster's Name: Adjuster's Phone: Adjuster's E -mail: Decking will be replaced at the following additiional cost $ * ;' per 4' x f3' x 112" sheet of plywood $ per board foot of lumber ,..,, L__. ,`,. 7:, `� .1 ,RA C;.e. ( .'x .; ^7, p9 s� dF. : - mfr £ h : .5 ,,-,,:,--e,,,,, i`°,t _ 3e1 �. E °a F ... .. SCOPE OF WORK ❑ Insurance Clam (see item 5 on revue side) ❑ Self Pay Total Due $ PAYMENT SCHEDULE First Instalment (due upon sigjv ) Second Installment (due upon delivery) Y ,?' Einal Installment (due upon completion) Terms: This agreement is for roofing and is subject to specification set out herein and on the reverse side hereof to accompftsh the replace- ment or repair. 1 hereby authorize land D Roofing to perform at their discretion all roofing prod repairs for the price stated above. 1 for completed repairs directly to Jand D Roofing Contr hereby authorize my insurance company andtor mortgage company to make payment corriPlef � by customer and delivered to mail directly to the same. This estimate will expire within 15 days from the date below, t fined ki acceptance y tors, Inc. wherein h will become a binding contract (see: Item! on reverse side). ABSOLUTELY NO VERBAL CONTRACTS WILL BE HONORED. COMPANY PROVIDES A TWO (2) YEAR LIMITED WARRANTY FOR LABOR AND LEAKS ON FULL REPLACEMENT& ACCEPTED BYE = -9 ; _ DATE • • ••• • • • ..• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • .•. • • • • ••• • • • ••• • • •• • • • • • • • •SEC'r• �52• : •• HIGH VELOCITY HURRICAK6 ZOI1kS RQJD O ERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is cif% resowsi4oility of he roofing contractor to provide the owner with the required roofing permit, and to explain to file owner tFie•oonttnt of tills section.. The provisions of Chapter 15 of the Florida Building Code, Building goveio'tho roir`uwriurn regvirerrtoents and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 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 such as color or architectural appearance, that are not part of a zoning code, should be dressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring its (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner d 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 o ! do of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the budding may not drain well and may use water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural !stress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original ro •fin system is removed. Ponding conditions should be corrected. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded 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 e Florida Building Code, Plumbing. 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. 12 Owner's/Age Signature Date qot 5. NttaitL Property Address Permit Number Rev.112012005,Computer Services, Building Department or's Signature Florida %ilk ling CbdeiEcifilob 2004 on Form High Velocity Hurric ale axle Urixfc»n Pal APPi Section C ibovit S • • ••• Fill in Specific Roof Assembly Components and Identify Manufacturer ANA") ... • (If a component is not used. identify as • System Manufacturer•. NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pima: 2 P -- C� a 6 P Max. Design Pressure, from the specific NOA System: Deck: ype_ j b1�17 Gauge(rbickness l 1�3 Z Slope: Ancho€1Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener&Bont inn Matetiat: • ••• • •• • • • • • Fastener Spacing for AnchorJBase Sheet • • • •Atleehrent LAP. # Rows ___2_ @iQoc a Insulation Base Layer. Base Insulation Size and Thickness: IiJL Base Insutallo Fastene /Bonding Material: Top insulation Layer Top Insulation Size and Thickness: Top insulation Fastener/Bonding Base Sheet(s) & No. of Ply(s): b, e shame Fastener/Bon 5. ,uo Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bondino Mater1aI / Top Ply: Top Ply Fastener!Bondm9 Material: Surfacing: ' ac Perimeter. J oc @ Lap, # Rovys @ lo oc Comer. Jci-- oc (§) Lap, # Rows 3.— @ . /" oc Number of Fasteners �pP��err � Insulation Board Field _r Perimeter /_ Comer illustrate Components Noted and Details as Wig: Gutter, Edge Termination, Stripping. Flashing, Continuous heat, Cant Strip, Base Flashing, C.ounter-Flashing, Coping, Etc. Mean Roof Height, f Height of Base Flashing. �� ess, Ea une� F�ng x Submt Manufacturers Dew that Comply with RAS 111 and Chapter 16. — pubeattig. SUS pri P Cale 323 2 PLY >Y7 924cAtecT 1 • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • ••• • •• • • • • • • • • • ••• MI ®' 11�IA14Ii- DADECOUNTY, FLORIDA • • • • . ••. • • •' • • • • • • • • •' MBTRO- DADSFLAGLBRBU1U 1NG • • • • • • • • BUILDING CODE COMPLIANCE OFFidtlisg39' :.... • • .' : , i4o wEST FIAGLIae mum, suiarE 1603 FLORIDA 33130- (305) 375 -2901 FAX ) 375 -2908 PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NM) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 •• • • •- • • • • • •• •.• •• • • • • • • •:• •• SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The ducunentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Cow to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (MB). This NOA shall not be valid after the expiration date stated below. The Mimi -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 assu ance per. If this product or material fads to perfonn in the accepted manner, the manufacturer will incur the expense of such tag and the ABJ 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 nix the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • t ESCRIPTION: GAF Ruheroid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a pest label with the ms'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 data or if there has been a revision or change in the mat:�als, 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 adverb liieratnre. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.10 and consists of pages 1 through 31. The submitted won was reviewed by Frank Zuloage, RRC. 94 NOA No: 03- 0501.02 Expiration Daft 11/06/08 Approval Date10/23103 Page 1of32 i peri meter € ,e • •• • • • • • •.. • • • ••. • • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • • ••• • • • • • • . • • • • • • • • • ROOFING SYSTEM APPtC1VIL • • • • • •• ••• .. Category: Sub- Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing SBS/APP, Modified Bitumen • ..• • • • • • • • • • • • 0 • VPdod • • •• 80 00 • ��•�91 i i • ice• s • Sea: C raPLiihithtribb• #r • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAP Asphalt Concrete • Primer (MatrixTm 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matriem Fibered 305.Rmnlsion) GAF Premium Fibered Aluminum Roof Coating (Matrixim System Pro Aluminum Roof Coating Fibered 301) GAF JetbIack All Weather PIastic Cement (-Matrixn4 Standard Wet/Dry Roof Cement 204) CrA.FGLAS #75® GAFGLAS #80 UltimaaM Base Sheet GAFGLAS Flex Myra 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Dimensions 5, 55 gallons 601b. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 37" 1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification 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. GAF Mmeral.Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Asphalt regnated and coated glass matt sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date; 11/06108 Approval Date:10/23103 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTM Smooth RUBEROID® SBS Heat - We1d' Granule • RUBEROID® SBS Heat WeldTM 170 FR RUBEROID® SBS Heat - We1dTu PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - WeIdTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth • .•• • • • ••• • •. • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • •• • • ••••Te'st•• • • • Product • . • • Dimensi DDS. , • Spec` ca1lo11 Description various - Asphalt coated glass fiber mat flashing . .. .. sheet available in three sizes. 32 7101 meter): 4S 1 D3672 Fiberglass base sheet coated on both i e ; ::'ASTM D 4$97 sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D -6164 Non-Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D-6164 Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D4601,- Premium glass fiber reinforced SBS - Type 11, UL modified base sheet Type G2 BUR ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III ASTM D -6164 Non -Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. 3937" (1 meter) ASTM D 6727. Non-woven polyester mat coated with Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. 1 sq. roll ASTM D 6298 Non-woven polyester mat coated with 871bs. ASTM D 5147 polymer-modified asphalt and smooth surfaced. 3937" (1 meter) ASTM D 6164 Non - woven polyester mat coated with Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. 3937" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with Wide ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. 39.37" (1 meter) ASTM D 6164 Non-Woven polyester mat coated with Wide ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt Wide ASTM D 5147 modified bitumen membrane, smooth surface. •• • • • • • ••• •. 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 5 gallons 1 meter (39.37") wide 39.37" (1 meter) ASTM D 6222 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 3 of 32 Product RUBEROID TORCH Granule ..I. ••• •• •• • • • • ... • • • ••• • • • ••• • •• • • • • • • • • • .•• • • ••• • • • • • • • .1 • • • • • •• . Product • . • lliimensleea • • Speclfcabion Description 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt Wide . ..ASTM 1•5147 n mem e, granule 39.37" :(1:meter), 4S5jltt D.6222 Heavy duty, polyester reinforced, asphalt " Wide ASTM D 5147 modified bitumen membrane, granule surface 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule.surface. ASTM D 6163 SBS modified asphalt base sheet ASTM D 5147 reinforce with a glass fiber mat. . ASTM D 6163 Non woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Non woven fiberglass mat coated with ASTM D 5147 fire retardant, polymer modified asphalt and surfaced with mineral granules.' ASTM D 6163 Woven fiberglass mat coated with ASTM D 5147 Polymer modified asphalt surfaced with aluminum, copper or stainless steel foiL Non woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrixes( System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- MateTM Underlayment Tile -Mate Modified Base Sheet • • . 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) ASTM D 6164 Wide . ASTM D 5147 5 gallons 5 gallons 100 Ib. cartons, bulk 60 lb. kegs 4 sq. roll 301bs. 1.5 sq. roll PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types I, II,1II and IV Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber 'mat tile imderlayment. NOA No: 03- 0501.02 Expiration Date: 11106/08 Approval Date:10/23 /03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCoteTm (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive • • •• •• • • • • • • • • • •.• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • . Tiest • • • • ' • • Description Dar isms • •S • • • X1 1 • • A 514. • lion-woven polyester mat coated with 1 3 ' ' modified asphalt and surfaced 1031bs. polymer r granules tile underlayment. with mineral gran 1 sq. •oil 1.. AS it i ti7. on woven polyester mat coated with 102 IbC. • • nblymer modified asphalt and surfaced .• •• • ••••• Product 5 gallons 5 gallons 5 gallons 5 gallons 'with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D4586 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D4586 ASTM D4586 Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade- Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM D3019 Cold Applied Asphalt Adhesive. ASTMD 2824 Fibered ahmminuGm coating. ASTM D2824, Non fibered. Aluminum pigmented, Type I asphalt roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III NOA No: 03- 050L02 Espiradon Date: 11/06108 Approval Date:10/23 /03 Page 5 of 32 • • ••• •• •• • • • • • • • • • • • • • • • •• • • • • • •• • • • APPROVED INSULATIONS: 7 • • Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTENMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFI'EMP GAFCANTT"r GAFPEMP Permalite Recover Board GAFTEMP GAFEDGETm Tapered Tapered perlite board Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA • • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • TABLE 2 • ••• • • • • • 7 • • • • • • ,PmauG De$siption • ••• • • • • • • •• • • Pnlr s •e fo i4 ias+>dion Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, lI & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Dens Deck E'NRG'Y 2 & E'NRG'Y 2 PLUS, UltraGard Gold High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer nth Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G-P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06 /08 Approval Date:10/23/03 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi-Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. GAF FITE® (Drill Tea) Base Sheet Fastener and Product Name • ••• • • • ••• • •• • • • •. •• • • • • • • • • • • • • ••. • • • • • • • • • • • • ••• • • • • ••• • • • • ••• • • • • - • • • • • • • • • • • • • • • • • TABLE? • • • • ••• Product Description G1a s • • • Pal 'ytsotyanuratef toek‘aool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Gam® (Drill-Tec®) Insulation fastener for #12 Standard & #14 Heavy steel, wood & concrete Duty Roofing Fastener decks. GAFTTIE® (Drill-Tec®) Pre assembled GAFTTIE_ ASAP Fasteners and metal and plastic plates. Base sheet fastening assembly. Plate 4. Galvalume Plates (Drill- Round galvalume stress Tec® Metal) plates. 5. Polypropylene Plates Round polypropylene (Drill-Tec® Plastic) stress plates. 6. Dekfast Fasteners #12, #14 Insulation fastener for & #15 wood, steel and concrete decks Galvalume hex stress plate. 7. 8. 9. 10. 11. Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners Metal Plate Gearlok Plastic Plate 12. Glasfast Fastener . Manufacturer With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate GAF Materials Corp. GAF Materials Corp. 3" and 3 1" GAF Materials Corp. 3" and 31" GAF Materials Corp. Construction Fasteners 2 7/8" x 3 1/4 3 "x3Vs" Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. 3" round 1TW Buildex Corp. 3" square 3.2" TI W Buildex Corp. Johns Manville NOA No: 034501.02 Expiration Date: 11/06/08 Approval Date:10/23103 Page 7 of 32 APPROVED FASTENERS: Fastener Number 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23.' Product Name • • •• •• • • • • • • • • • ••• • • • o•• • • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • • ••• • • • • • •• • • • • • • • • • • • • • • • ••. Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G-2 Olympic Standard Insul Fixx Fastener Insul -Fixx S Plate Insul Fixx P Plate Tru-Fast Tru-Fast Plates Tru -Fast Plates EVIDENCE SvBMI'1ED: Test Aaencv Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. F1. IRT of S. FL • • • •• • • • • • •• • • • • • •TABIM3 • . ••• •• • Product 'o SpsdTh1io$i iffier. •• • •• • • • • • ••• Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalun a AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalu me AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF -020 -02-01 02-005 02 -014 Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS/Stadler 3" round 3" round 3" round 3" round SFS/Stadler SFS/Stadler The Tru-Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. I1►rintion Pate FMRC 1996 01.01.96 J.L 1B9A8.AM 09.04.97 J.L 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 NOA No: 03. 0501.02 Expiration Date: 11/06108 Approval Date:10/23/03 Page 8 of 32 • • ••• • • •• •• • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• • • • • ••• Membrane Type: APP/SBS He Weld • • • • • • • • •• • • • Deck Type 1: Wood, Norld svle d : • • • • • • • Deck Description: 19J or hllyymod or v wood plank do • • • • System Type E (1): Base sheet mechanically fast, • • • • • All General and System Limitations shall apply. Base sheet: GAFGLAS #80 Uiti T°a Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat Weida( Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex P1yT' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approvd annular ring slums 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. altaximwn Design Pressure —45 psi, 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 Tec (GAPTITE) #12 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. M nun Design Pressure -45 pe, 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. um Design Pressure 52.5ps, , See General Lin den GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTITE) #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 ps f, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFFITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field (Maximum Design Prime —60 psi, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Te: (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psi, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat -Welem Smooth or RUBEROID SBS Heat Weld) One or more plies GAFGLAS PLY 4®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/011 Approval Date10/23/03 Page 28 of 32 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• ••• •• • ••• • • • • • • • • • • • • Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid4 Torch Granule, Ruberoidd) Torch Plus NW* g Rubaroid®Tech 1111 torch applied according to manufacture fs bia • s Or • One or more plies of!W lekte liS Float Weld% PLUS, ROBPROID® SBS Heat Weld' PLUS PR.1RUBEROIDO SBS }leaf WeldlM 170 FR, RIJBEROID® SBS Heat -- Weld, RUBEROID® SBS Heat Weldor Smooth, R IEROID® d.hraCiadrm SBS and RUBEROID® SBS lleatWeldru 25 applied acconling to manufacturer's apphcation instructions. Snrfadng: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lbJsq and 300 IhJag respectively in a flood coat of approved asphalt at 60 Iblsq. 2. GAF Premimn Abated Almminrm Roof Caatbdg, at 1.5 gaL /sq. or GAF WeatherCoat* Emulsion at 3 galJsq. (Torch Smooth applications only) 3. GAF Weatbercota NIB+(Matrix 715 MB Coating), Applied at 1 to 1.5 4. Top Coat Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to L5 l sq. Maximum Design Pressure: See Faateaing Above NOA No: 03-0501.02 ExphratIon Date: 116!03 Approval Dates10P23103 Page 29 of 32 tga� if WOOD DECK SYSTEM LaiONS- .. • 1 A slip sheet is required with P1$' 4 an$ Flex.11 r rib wham •d as a mechanically fastened base or anchor sheet. 2. Minimum Va" Dens Deck or 1/2 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 oar layers shall be adhered in a full mopping of approved asphalt applied within the BVT range and at a rate of 20-40 Ibsisq., or mechanically attached using the fastening patter of the top layer 3. All standard panel sizes are acceptable for ntiochanical 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 tine 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 Ibsisq. Note: Spot attached systems than be Ihnited to a maim= design pry of -45 psf. Characteristic Faroe (F) value of 5. Fastener spacing for insulation attachment is based on a 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or memlnane 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 Registers - Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener pacing 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 comer 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 speciffcafy referred within this NOA, General Lhnitatian #9 will not be applicable.) - 8. All attachment and sizing of perimeter nags, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (ie. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation its spy referred within this NOA, General Limttatian #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE •• • • • • • ••• •• NOA No: 03- 650L02 Expiration Date: 11/06108 Approval ) 10123103 Page 32 of 32 Dec al OS;O1:5Bp 11128/2886 28 :83 SeheduRLL Software (9541 334 -5420 • 561 - 646-5742 .• •: 'i' •': L ' ROOP'R+lG ' •l t rki►t D:n era", • n.... • • ••• • • • • ••• Igo How common laittERIALS Oen Roofing Sytnents fl GPU1-Continued • • • • • Sgsisdn Gravcl at 4' lbs/aq lta n bid or ameethllblil 10 tbs�'•p and spud nm tattoo than in in. 'a. Potkt iN:C 1ndtrte S hastlatlat ttpJettelk P� lUirarwood £t.3/4 tot -1 tn. ease Shop (Optic 11(po 13 what organic tell or type ice' Mmbreae `tom Tech Grounds- 1' kilo Mttm'tui.• • • • Surbeinet GCtsad • • • 4. Ueda C-13.12 Incline 1/4 • • • • towlib� tOp le Waite. Pm Shererwaud narsti 1 Membrane "fieberaid Montle Gnomic r toorellard 3 UP Pont 0.011 h , p� front %IL Wit. 3/4 m. thick swills one byes ditto. 10 Sent terdlir Gerry ble tar equivelentl Punted to Plat* E Rena NC lexllnee lnsa1stimn(Optionsik Paige, Sher tweeted fiber. any tom. Membs oar Allaberobl Mbtde Coomen t" hoodUlaii bitumens. berfachav 3/4 to 14/2 its. dirt river bottom eat at MOP lithe or t . the run � thin 10 Lblsq R and std not mine thav 6. Dada NC kali= 3 ttaotstinn: oralystarem.2 bt. um attic* etas. kid tamale ''Ctvcrt teat SR" or "EeerGued Fr", 4fe4aOecfCrPAl.d Sor▪ tedorg Peer bonnet ante! Oda -14/2 P. Pent) m IMO to /aq cormete teat pavers. Deck C 1S 31 • kWh= 1/2 SUp Sheet One at ream layers Atlas Roofing -Mr. eneeltardcally tostend totteantase "See tebord'1PCP . 43 ma. Sedectalp Elver bottom stone. C3/4to1 4/3faPero's"301D1 ibC /agar lmc1eua reef paves. a. Verb C -15/32 Wine 1/2 Rost Shook Twoermore Woo Type GZ'GAFGLA58aso tO malty faetmxed. Memoriam eE•eerC+r d tt+O' Oho: 45 a& Sta f chtg Nverb rate a shme. 0/4 to !drain. ):OOP or • wooer teed pavans- Ores A - Fully Adhered 1. Decks AM imam Insulation tO le the ¢ (tine polite. wood Shen filter. latepwanate, methane Pat. etesPnuftu. undone composite. wend fiber/ineeponoralemeotedle Base Sheet t O p t r e m 1 b Omer a e r i e torso Type Q.112 ar G3. Metered Teach Gentile Pforr, lielmodd top" or Gam) o r "Rottoold Map Ras Granule° (gooradet. Se fad>r Gravel. 412) Woo. loose kaki or debtoRoodc Mot(tat mofing 2. Dade NC /to 1/2 See Sheet tOptiattek One omen? boos Type Gi, `e or G3 Alen : Cantor mentines libiterald 7brdrtStno th orG "Rebendel lbtote Granule Plus; "Rate old Mop:' Moor& or Groomes s or "Rttb m1d Mop Phts Ga mode". 3 Coating PIC inane Ramat Pb. 97,1412 - 3 PM 1/4 headedaap {OpBmalk Coe or men (ryas Pm1lie, woad !lore glom Set any delelowo i. Base Sheet tOptiond . Gee or mane layers Type G1, GI e r G3 Moores Oeeonoa) era"RabeootdTo�'i (¢Goads& "Peered Toth Granule Po;' Map Granule" or sold Atop Plus Gaunt - ". Coding two 1C 5132 Kenton No. 97. 14/3 - 3 gut tosninliteer One or aurae latyaso peke. Om Mot, boeyaltandp. me- thane. perntaboeystousete tompadte, / Phe- nolic. M. aria tip focal lows plumed Mats Sac Sheens Otte mutate lonters Type C3 tot G3. • p. 10 PAGE 06 MOP C VeMtaice' RATS f • • • • • •• • • • Mitt ice. : Incline 112 Soso Steel lOp*valh One or more layers Tppa GI. G2 or G3. Membantt Once* Mem byes "R> dTorc b olGranulal, 1Camete '7 st'- a "id r a 113 iairsq a* • • • • Coon** bid. i:EmuMw al3ga1s e. 9e. f> *g k/33 • %ohhe. la •b mom Gee ex mo tavrtep l x 314 le- min. suave• tote:- wad,pe elfive; pi tutethene n. poem I-1/21n. lino. . Vase Street taptionaih One mr aurae laves 1'pe GI. to or C:1. Ir}.mbmtm Dater nom 1 nt"Plubetrad Toter (5reumthet'Grnbiex. "Aubetold Torch Gossett Me.. 'Rabe:old holey (Smyth or Granule! tar "Itubmoid Mina Pins Grannie. rte. C-0132 Maim WNW= lOptlenefir Oar or mum hates melt ..pt•1d fibre Barr eon tmepmast , amthnott perUtellsomemoste mosposho pantie: o ttotheor tomposita, woad teser/ as at campmate. Rase Sheen Too or mare favors Type G3 or G3. Ply Shoto tOptbealt One or mare tarocm Typo O. M e n ormom " dons. or Omelet. "Rte *tit Granule PPP", "top Moe ,eta' Giwwls11 or "Rubesold M PZu Gsmritle° 8. Sutfachtm 1Gan:k Nn.V.1 1/3 - 3, a1/tq or l peed. boulstian One ornttpa by, pesfilis ems fiaer, 3/4 b. MO. iserPe- must; e _ teo miditefe mm- • 1 3/2 in. :On. Sam Musa tOplialtdit _One! or mace havens Typo GI,C? s rG3. Mexabonset One re tttbesdtdTomb G !Plats', Map' f "l at Gemadel or "Rebetekl Mats Platt Granule' "ALM Alone mt "as 1-2 galtiq. 9. Veda C-15131 Lostdattra teplintmfh Oar at Denote Boylan Partite. glass fiber. 3/4 tn. itampolotate. wahine, perfile/idocyennetos onsgsolte, lam' onetime awapeobe, p 3/2 P. nob. tote Sheet or state byes Type G2 "GAPGLASe03 rtes Sheet". hot mopped( erg fastened is plan. P Sheet One ormote byesType G1"GA0GI.AS Ply 4'. hoe mapped in plam. bleolostasm "%ttherold saw 1110 Sur (Option* GAP Peened A t= asalete at 11/2 eralhe �. Delso-ed or' GAP VPe sther Coat Vendable et 3 gel /(let IL Vetoed 13. Deleted 13. Deleted 34. Deleted 15. Ora CC�3d loam 1/3 imott Optima Petite. Sher g, tranikann ar pedhe /iwa ltetrilrannotate. Bone Skeen Omar byes7ype G2 er G3 base shod. hat mopped �� One sr Panne ,ears Type GL Me mimed ht °Robereld Map 1711 P. 16. Vedoc-ssa2 Mt PetUM iodine h vtothine or paikenewyamewecomputh4 cad 6 P. from johns. IleseSimet Otteornitnelnyinslypeer3orGaboseshest,hol mopped riPlly� One ¢ tone layers type( G-1, hot mopped tat pint Mentmono One layer ¶Attbuold Teas * M ° ate "Retetedd Mot► Smooth ". _ Mawlawwm Otte tar. 3 FIr. 1L ite:matltttet 10pormaltt Perlis& Mier stem *nand Mao Otters anent& urethane or pedftellsomauraw teat slum One Melva levees7yp at 03base shom,bot mopped masecheideally foamed. Ply Sheet ton one imam leyeslype Gl. - Meraboatte O t e o r T O 0 " i t a t b e m i d i ' d e { S o m a t h nr�tt . " Rubenotd Tonto Crenate Pt Mothered Wier Ontoeth or Gtottroled at ihdortad Mop Plus Grande °. Surfacing Ramie No. 37.1 -1/2.3 1101/s. Loom PURIM 1/1. 1t1AfK tlf+t FR f' Lab Rep go j MAR 2 2 2007 fisting Providing Solutions To The Construction Industry gineering & B YU: ff 95- lonsulting, Inc. 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Certificate No.02- 0501.06 LOW SLOPE ROOF INSPECTION REPORT Job Address: 921 NE 99 St Miami Shores Permit Number: RF- 07-166 Roofing Contractor: J &D Roofing Home Owner: Karina Lara Inspection Date: 3/8/07 Inspector: TM Our office has conducted an inspection on the above property in order to substantiate that the above referenced project meets the minimum Code requirements. Areas inspected were exposed and/or scanned for tin cap location. ONLY THE FOLLOWING ROOF COMPONENTS WE FITY DECK TYPE: YES - ANCHOR SHEET: YES - INTERPLIES: YE FINAL: NO • DECK TYPE: 1" X 6" TG Fastened as follows: Two #8d R/S nails per board. • ANCHOR SHEET- #75 Base Sheet anchored down as follows: • FASTENER TYPE: The first 4' from the edge is an exposed ceiling 3/4 R/S nail through tin cap Only about 4' of exposed roof section. FIELD:6" o.c. @ laps & 4 rows 6" o.c with 3/4" R/S nails through tin cap. PERIMETER:6" o.c. @ laps & 4 rows 6" o.c. CORNER:6" o.c. @ laps & 4 rows 6" o.c. • The rest of the flat roof fastened as follows: 1 1/4" R/S Nails through tin caps FIELD:6" o.c. @ laps & 2 rows 6" o.c with 1 1/4" R/S nails through tin cap. PERIMETER:6" o.c. @ laps & 4 rows 6" o.c. CORNER:6" o.c. @ laps & 4 rows 6" o.c. • INSULATION — N/A • OTHER PLIES- Hot Mop Fiberglass Ply IV • HOT MOP CAP SHEET- Modified Mineral Surface Cap Sheet • DRIP EDGE - GALV. 3" X 3" Fastened with 1 1/4" RS nails as follows: 4" o.c. in a staggered fashion. • WOOD BLOCKING TYPE - N/A To the best of my knowledge, belief and professional judgment, the above - mentioned details represent the actual conditions of the roof. The roof components inspected are in compliance with the approved permit documents and the minimum requirements as set forth by the F.B.C. This report is not to be construed as a warranty of the roof, only the representation of the actual conditions at time of inspection in the areas inspected. Sincerely, Dario Gonzalez, P.E. Lic. 34876 Voice: 305- 256 -4550 www.Floridatec.net Fax: 866 - 333 -6988