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RF-07-652Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Nun NSP -61394 Permit Number. RF -4 -07 -652 Inspection Date: 09/13/2007 Inspector: Grande, Claudio Owner: VALERIO, LUIS Job Address: 1200 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Work Classification: Roof - Repair Phone Number Parcel Number 1132060143960 Lot: Phone: 305 - 757 -2612 Building Department Comments Wednesday, September 12, 2007 Page 1 of 2 • SEP 1 4 2007 Passed qb. nspector Comments m" Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, September 12, 2007 Page 1 of 2 Qa\ \O cioor 1a 4 . s 746sifV- , 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 Electrical IMMEIMMI ia APR 0 3 2001 IN Permit No. O 02' Master Permit No. Plumbing Mechanical Owner's Name (Fee Simple Titleholder) . r.n e, 1 � Z Phone # Owner's Address I N G a 12W V' City r n I `%Ji ' State tet., Tenant/Lessee Name - Zip 33135 Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # i 200 15 E: 91094 ZAL County Miami -Dade Zip 3 3 Is Building Historically Designated YES NO Contractor's Company Name Phone # 3 0c 157,...,2 4,/ 2 Contractor's Address q 30 1 !? E (CA • SALUA A- 101 City• .%) State Zip .331 AB Qualifier Name e1 D. p c,L,L. j Phone # 5 '157— Zip 1 2 State Certificate or Registration N( Ce 01 4 C to Certificate of Competency No. G 4454 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ loo, Type of Work: DAddition Describe Work: Square / Linear Footage Of Work: ❑Alteration "New fit, r �� ' _ 3r7� Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4.20 Submittal Fee $ Permit Fee $ Notary $ Scanning $ — Training/Education Fee $ Radon $ Bond $ Code Enforcement $ DPBR $ CCF $ \\ 2 . CO /CC Technology Fee $ 8 , P Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ J� See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will : : r .pproved and � spection fee will be charged. Signature wnei or Contractor The foregoing instrument was ackn ledged before me this 2( The f going instrument was acknowledged before me this 2.1 day of re , 20 P7, by Nialitest t z/Ji i q/ who is ersonally 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. day of re 4 , 2(D1 , by re, (t z.r As identification and who did take an oath. NOTARY PUBLIC: Sign: 4144iLak,{�(,� iVOTARY P _ _7°r' C. c "_ Print: My Commission Expires: NOTARY PUBLIC: Sign: , PUBLIC-STATE OF Lei ic'.. A. _ Print: FLORIDA SANDRA HART D. % 1 T My Commission E S 1 �'�s�rog = DD403805 _.,Drussio = DD403tiO0 X70 �`e. R , • ' 1L 0 • 1iPU 9danhcSondln� , aG Co., dnc, �xr APPLICATION APPROVED BY: (Revised 02/08/06) g Plans Examiner Engineer Zoning llIIlll1111 1I111111II1 11111I111!IIIII1111IIII CFN 20307R019147 OR Ok 25390 Ps 1259; (1ps) RECORDED 02/23/2007 10:26 :47 HARVEY RUVIWp CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. OPu 1-05�. TAX FOLIO 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: 1 2c0 PE 3 to S 5 .9491/4.i R., 33(3(9 2. Description of improvement: 3. Owner(s) name and address: nu, Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: /Thet;itti. seiWz) IL 3 J 3R -Wirat.t 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and -address: La i 1L.!ou 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may Ice served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the in Section 713.13(1)(b), Florida Statutes. Name and address: ing person(s) to receive a copy of the Lienor's Notice as provided 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ - • to is specified) Sworn to and subscribed before me this at day of Notary Public Print Notary's Name Ivry commission expires: 123.01 -52 PAGE 4 10;04 n aL' E STA IF ' RIDA COMMISSION DD403808 EXFIRES: APRIL 02, 2009 Bonded Thru Atlantis Bonding Co., Int, Prepared by iSa ,2007. Cfa f Era ss my ad dria l%%iii7il. t Ty or cw 'VIA/ 4 - --- D.C. v NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO 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. 1IIIIII IIIII I1I1I1NII IIIII IIIII IIIII I1N IIN CFN 2007R0191472 OR Bk 25390 Ps 12591 (fps) RECORDED 02/23/2007 10:26:47 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: t 2 PE q lip' inaieova 9th, R 33(38 2. Description of improvement: 3. Owner(s) name and address: t uv Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: cevinam astipit t - 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: /14-/ 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may 1pe served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the ing 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 Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ. to is specified) Sworn to and subscribed before me this e day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 1O/041 F ORDA SANDR CON MISSION = DD403808 EXPIRES: APRIL 02, 2009 Bonded Thru Atlantic Bonding Co., Info , 2007. Prepared by 50 Adore s. ` rrir I r A. 302.4 ority ky Ses � �1 �heY 0, I D.C. HIGH -'V SECTION 1525 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES hi APR 0 3 2007 T, HURRICANE ZONES UNIFORM PERMIT APPLIC` + "iJ�IV_ G _� Florida Building Code Edition 2004 igh- Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE PLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: • • • • •• •••.•• • OOOOOO •••• • • •••• •••••• • it •••y•• "' Roof System Required Sections of the Permit Application Form Attachments Required See List Belpw , •, Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR- RAS150 A,B,C 4,5,6,7' Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: • •••• • • •••• • •••• • • •••• • • • • • •• •• • •••• • • •••• • •• , • • •• •• • ••• • ••• • • ••• ••• •• • • • • • •••• • •••• • • • 1. Fire Directory Listing Page 2. From Product Approval: Front Page 1 Specific System Description 0 s Specific System Limitations 1 General Limitations �q Applicable Detail Drawings IP 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Tepting/Calculation Documentation FLORIDA BUILDING CODE — BUILDING 15.31 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Name Job Address Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) atnam Ix() k E £te 0- Process No. Ltd' Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3174- 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. •••• • • • • • • • •• • •••.1• • •••1•• ••00 •••• • • • • •fie•• 0 ❑ Mortar /Adhesive Set Tile 000 000000 •••• •••• • •.•• • • • • ❑ Wood Shii letiShakes • • • • • ••1• • • • • • • • • • •• • •••• • • ••• • • • ❑ Repair ❑ Maintenance Total (SF) 3,74 • • f 1 1 l ll 7 • 15.32 2 ••••1• • • • 000000 • • 00.0.0 • • 00000 • •••••• • • ••••.• • • 0100•• • • FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: �.� /u✓ 1' Fastener Spacing for Anchor /Base Sheet Attachment: section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: G I E Product Approval No.:__03 r ©(3 ` Ds Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 9. k Pmax2:_ Pmax3: - l) `1, 3 Max. Design Pressure, from the specific Product Approval system: i, C Deck: Type: u Gauge/Thickness: Slope: '& Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bo ding Material: insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Banding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): '� ob 444 //S pp,se Sheet Fastener /B nding Material: 6 4ri Shah. £ riQ;T r et05 Piy Sheet(s) & No. of Ply(s): pLEJ L Ply Sheet Fast, ener /Bonin MO 'h 0,`1 rf Top Ply: F Materi n � Top Ply Fastener /Bonding Material. i tttJ� /Iv, 4 FLORIDA BUILDING CODE — BUILDING Field: " oc @ Lap, # Rows @ 9;oq:::: •/• • • • Perimeter: k " oc @ Lap, # RowS•, •@ __ ___';aq• Corner: _ td " oc @ Lap, # Rows• I- `•@ 4" ':(3:4••• • • ••••• . •� • • Number of Fasteners Ppr,Insulatid►S tabard: • • • • •• •• • • • Field Perimeter CorihtLr • • • • _awe • • • Illustrate Components Noted and Retails •••• 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 • •• c /s eo ,ui 4 rt- ,4S'1,AI 4. 1 151/11k42,4 Parapet Height 9Nysrer 17.1___ y414. fihr- 71,1f4irdo,v-f "6/e %r -.stre s s 1261 /,_ .?G 7q_ ya /gr 49 fe> z WI `fx /1' L s�� a —252 t X871= 7.21 G 1 1414 4 Mean Roof Height /ak (4/ 15.33 •••• • • • • ••• • • • • •• • •• • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS , • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the Industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement taetvee n the o ner and the contractor..The owner's initial In the adjacent box indicates that the item tat beep explained,' ...... •• • •••• •• ,1. Aesthetics - Workmanship: .The workmanship provisions of Chapter .15 (High VVftgdty Hun a t+re Zone) • are for the purpose of providing that the roofing system meets the wind resistant Vi tirrd water intrUsiora performance standards. Aesthetics (appearance) issues are not a consideration with ,respeQt to viol r►ianshiri "• •; provisions. Aesthetic issues such as color or architectural appearance, that are not part dfvtoning ceewp should, •.. Ida pddressed as part of the agreement between the owner and the contractor. • • • • • • • • e• •.. ...• 2 00000 . Renailing Wood Decks: When replacing roofing, the existing wood roof dect tiny ave to be renailed ,• in accordance with the current provisions of Chapter 16. (High Velocity Hurricane Zoners) of the Florida�Buildin�..,;. C d (The roof deck is usually concealed prior to removing the existing roof system). : • • • • •• •. .....• • 3. Common Roofs: Common roofs are those which have na visible delineation between ndigLboring • units (1e townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner • Sho uldnotify the occupants of adjacent units of roofing work to be performed. A • 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, thQrefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the or7ti c 4f maintaining this appearance. . 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 engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original r g system is removed. Ponding conditions should be corrected. (' 6. Overflow ow 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. -rida Building Code, Plumbing: • '. Ventilation: Most roof structures should have some ability to vent natural airflow through the Interior of th= --sfrt:ictural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial t� consider additional = ng which can result in extending the se_ ce life of the roof. ".rrr.ai..tralaik 2_1 •71 i d 7 `wrier' ' ent's n tUr Date - ` tractor's Signature k 100 UE go Property Address Permit Number Rev:1/20/2006, Computer Services Building Department • • pt M I A M I•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 •..* • • • • • .. • • ••.. • SCOPE: •••••• • This NOA is being issued under the applicable rules and regulations governing the use of con,sf° ttipn materials.. The documentation submitted has been reviewed by the BCCO and accepted by the Building C O'cr and Prodeet• Review Committee to be used in Miami Dade County and other areas where allowed by the AP yy Hattiiig, Jurisdiction (AHJ). ...... .• •• • • • • • • • •••• This NOA shall not be valid after the expiration date stated below. The Miami Dade Ccintyroduciwttol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County] teserve theor+ifht. to have this product or material tested for quality assurance purposes. If this product or material fails to perform, in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanen;libel with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 • • ...... • • OOOOOO • • ..... • • OOOOO ....•. • • • OOOOOO • • OOOOO • ROOFING SYSTEM APPROVAL Category: ,Sub - Categorv; Deck Type: Maximum Design Pressure Fire Classification: Roofing BUR Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 1, 5 gallons Test Specification ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 2824 • • • • • •• • OR LABELED BY APPLICANT: •••••• •••• • • Product •••••• Description •. • • •••••• •••• •••• • •••• • •••• • • •••• • • • • . •• •• • Asphalt concrete primer used to p&omote. • : adhesion of asphalt in buillup Feofin. '....' •• • ••. • Granules for surfacing of exposed asphalt, • • cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered ali'minum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons () ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter), wide ASTM D 4586 Asphalt flashing Cement. ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2 of 21 •••••• • • • •11.1. • • 1111•• • • ••••. • • 00000 ••••••• • • • ••••1• • • •11.1• • • Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. •••• • • GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminatoreerforated . •: Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, R[3B LOID •.:. SBS Heat We1dTM Smooth or RUBEROID SBS Heat -Weld 25 bate Sheet mechanically fastened to deck as described below; • "' • • ••••• • •••• Base sheet: Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Me Sleet a; • rin • any of above Base sheets attached to deck with approved annular'shank • • • • nails and tin caps at a fastener spacing of 9" o.c. at the lap staggttednn i in twa rows 12" o.c. in the field. • • • •••• • (Maximum Design Pressure —45 psf, See General Limitation 41. ' GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #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. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #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 (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, 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. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. • ••• • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 OOOOOO •• • OOOOOO • • OOOOOO • • • ••..• •••••. •• • •.••.• • • Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; glus &ravel on " ". slag with an application rate of 400 lbs. /sq. & 300 lbsJsq., respects ieey. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat•MB Plus •••• (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote.rO w.VOC • applied at rate of 1 -1.5 gal/sq. ••••• • .... • • •••• 000000 • • •• •• ••..•. • • • • • • • • •. • • • • • • • •• •• • .••. • • •••• NOA No: 03- 0501.05 Excpiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 • ••.••• • • • • • ••.••. • .••.. • • •••.. .•.•.• • • • •.•... • . ...•.• • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2 Minimum 1/4" Dens Deck or %a 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 Roo""ng'Material1•.. ...... Directory for fire ratings of this product. •••• 2. Insulation may be installed in multiple layers. The first layer shall be attached in com liarice with • Product Control Approval guidelines. All other layers shall be adhered in a full mog :af • . approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or me4taniCally • •attached using the fastening pattern of the top layer •... • 3. All standard panel sizes are acceptable for mechanical attachment. When app 4/ 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 t?1• foam insulations when the base sheet is fully mopped. If no recovery board is used the base 'snit 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 12 lbsJsq. 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 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 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 shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 21 of 21 ..•... • • OOOOOO • ...... ..... • OOOOO OOOOOO • • • OOOOOO • • OOOOOO TGFU.R1306 - Roofing Systems Underwriters Laboratories Inc. TGFU.R1306 Roofing Systems Page Bottom Questions? Roofing Systems Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Page 1 of 55 •••••• 1 1110•• •••• • • •••• •••••1 • • •• •• •0101• • • • • • • • • • • •• • ••••• • 1111 • • •••• • • • • • •• •• • •••• • • •••• •••RU306 •• "Ruheroid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT •••••• • • • • • •••••• • • ••••• • • ••••• •••••. • • ••11•• • • ••••1• http: / /database.ul. corn /cgi- bin/XYV /template /LISEXT /1 FR AME /showpage.html ?name =TG... 10/22/04 TGGFU.R1306 - Roofing Systems Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type 01 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " (}AFGLAS $Q. • ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be sul1stitttted for U0. asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailen188 ply i ?the following systems. •••• • •••• • 0040 • O • •••• •••• Bottom ply or base sheet may be solid mopped, spot mopped or mechanically faster, • • • • • • • • •. .. •• 00 Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened.: • •••• • • '41..' "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class Avg C systems listed below. • • •• When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C http : / /database.ul. comic gi- bin/XYV /template /I.ISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 •044.. • • 0 • • • • • • 0...0 0400.. • • • •0101. 0▪ 010•. TGFU.R1306 - Roofing Systems Page 3 of 55 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 •••• • • • • •••• •• • •••• Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, •ireeyanurda, urethane, perlite / isocyanurate composite, perlite /urethane composite, wood flikkftocyanmeate composite, phenolic, any thickness. • "'•, •••• Ply Sheet: — Three or more layers Type 01 "GAFGLAS Ply 4" or "GAFCXM.Ply 6 °yfiM • • • • •• • •• • •• •• mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 • • • • • • • •• • • •••• • • •••• ••• • •• Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type GI "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet: — One layer Type 03 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type 01 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: — One layer Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". OOOOOO • • • • • ••••• • • OOOOOO • • • • • http://database.ul.com/egi-bin/XYV/template/1.ISFXT/1FR A ME/showpage.html?narne=TG... 10/22/04