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1200 NE 91 Terr (13)Chairman _ Member Member . Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, , ether h - ein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ... � Street Q .? Owner s Name and Addres s t: -fie ............_ Registered Architect and /or Engineer._ , Name and address of licensed contractor:. ..'fir Z J _ Location and legal description of lot to be built on: Lot__ Block .. _ Subdivj Street and Number where work is to be done__ O __ State work to be done and purpose of building (by floors)._ 7 T and for no other purpose. New Building .___ Remodeling Addition Repairs__ No. of Stories To be constructed of Kind of foundation_-_ Roof Covering__ - ° Estimated Total cost of improvements $. ‘Z 9'0 ° ' Amount of Permit $ Zone cubage required plan Cubage _. Distance to next nearest building__. ___ . _ Size of Building Lot Maximum live load to be borne by each floor___ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to__ -_ - --- - - -- The undersigned applicant for this building permit doc hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be rformed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) � _____. -- Notary Public, State of Florida PLAN t W G BOARD__ __ . DATE Member Member Member ___ _._Date Disapproved STATE OF FLORIDA, COUNTY OF DADE. ss ' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him statedare true. Permit No 'S''V C) S _ Date_ Disapproved ____ _ _ Date_ ( Signed) t-4 ) ' /_ L - - •� ..... -- Building Inspector j My Commission Expires__ Read, Sworn to and Subscribed before me. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby snndc for the approval of the detailed statement or we plans and specifications herewith submitted for the build ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and n11 provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications niust be kept at building during progress of the work. I Owner's Name and Address . .....i.'� MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Building Inspector ..__... 2:1.__.__...... 19.. .(1:' _ No. t i .',•::r' __. Street w!.r' :re.- Registered Architect and /or Engineer s t:t tttttttt etttnnstwnt•trttntt eet...t Name and address of licensed contractor )1'.f:l/± — c S' Location and legal e description of 1 t to be built on: / ..._.. .._`•f re't' Lots 1 W iS 1,i.A!. / / 1 k at / Subdivision... ice .' , L . D.l y�Q f Street and Number where work is to be done Z Do A/ , 6 ° G / y- ,+_ State work to be done and purpose of building (by floors) 4- e_ !__ 0e f e:._..ka /' &if ?„! s.- _ �Lt ti C_ .Fr Ac-1 r /4 d __. ! y e ra 90 i� f m.sl . ii /e_c! c.e of ,�-- 7 -� / g 7•- New Building Remodeling Addition Repairs No. of Stories fi To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ ..L' i'r t: Amount of Permit $. _e er Zone cubage required .Plan Cubage Distance .to next nearest building Size of Building Lot ltaxiznum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. and for no other purpose. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section S'JGG, Compiled General Laws of Florida, Permanent Sup mleument, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or noticcs as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks__ (Signed) , G /, . / CC STATE OF FLORIDA, COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads therein by him stated ar true. Permit No. .__�� 1 y Date 1 5 L Read, Sworn to and Subscribed before me. Disapproved .. Date.. _.......__ Notary Public, State of Florida (Signed) My Commission Expires day_ ¥L37 to me well known, PLANNING BOARD DATE Chairman Member Member Member _..._............__� Member .. .. _.....__....._..._._ ...._....._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the I'I..nnir.. Board. A re.inspection fce of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Date 07-• � -, Job Address / C ' l i /1 Legal Description PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 3 s Owner /Lessee/Tenet fiY i /,ice' ! d� Owner's Address /.(2.`. ' Contracting CoS..Ii/ QualifierN.,/ ,e 't ) State # 4 - r '�� ne 7-G9� Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION: Square Ft. le��7 fir„=; WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS 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 on g. Furthermore, I authorize the above named contractor to do the work stated. ARIITANos Notary as o MnirStrd/dt` My Commission Expires L QRLktNE KELLER Public - State of Florida Expires Apr 16. 2006 sslon i DD 109725 y National Notary Assn. / 06ntra rressaeiw Date FEES: PERMIT O RADON APPROVED: Zoning Building Mechanical C.C.F Tax Folio Historically Designated: Yes Master Permit # Phone= ' >�� ./*//:".; Pho nc 6V r- A.,;11. 4 „ -, 1:..: e-J - CJt� Estimated Cost (value) � � , '`' Date Signature Competency # Ins. Co. LORRAINE KELLER NoUry Publlc - State of Florida i My Commissbn Expires Apt 16, 2006 Commission 0 DO 109725 Bonded /3 N .,_ Notary as My Commission (spires 1131.. 1 5 2003 NOTARY Plumbing Structural Engineer q •••• BOND- e a TOTAL DUE (l 0 Date Date Electrical MIAMI SHORES VILLA BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Z Q Name Address ) c 0 o Compan Phh4 For Inspector:/ 1 Name & Date Approved Correction Re- Insp'n Fee ,4>< Approved Correction Re- Insp'n Fee MIAMI SHORES °VILLAGE (1)2S--) BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat) (z 03 Time Type Insp'n / e AA ji _ -(2At--d-2Zik Permit No. 2 OO� Name L /t 1 J Address Compan Phone # -o l 'I l f 1 For Inspector: ) 1 )03 ane & Date Low Slope Roof Area (SF) 4617 Florida Building Code Edition 2002 MGR VELOCITY IIIIRRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section A (General Information) Master Permit No. Process No. Contractor's NaniZi9V ESZ.57 ie,1622,C• Job Address /200 /1.0/ ele.ACE Roof Category Low slope Mechanically Fastened Tile Mortar/Adhesive Set Tile Asphaltic Shingles Metal Panel/Shingles Wood Shingles/Shakes Prescriptive BUR-RAS 150 Roof Type New Roof ) Re-roofing Recovering Repair Maintenance Roof System Information Steep Sloped Roof Area (SF) Total (SF) \ tg PPl4a3-1162-4 ' 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. r ZP1,ES L Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Fill in the specific Roof Assembly Components and Identify Manufacturer (If a component is not ��ussed,, as "NA ") System Manufacturer: NOA No:t2 -0/70S. 09 Design Wind Pressures, From RAS 128 or Calculations: Pmax 1:5;a Pmax 2:P. Pmax 3:1 1 Maximum Design Pressure, From the Specific NOA System: .2 Deck: �/�� ,�g�� Type:.�Cl Gauge/Thichness: 7 „ / Slope: � ��- -�?��. of �/ Anchor /Base Sheet & No. of Ply( 7��" ? �7 77 A/ e' / Sheet aerial: � W /// �/l /LS Insulation Base Layer: NA_ __ Y _ Base Insulation Size and Thickness/t/ __ __ Bas;�lation Fastener /Bonding Material: Top Insulation Layer: NA Top Insulation Size and TThicknessl.V . Top J� sulation Fastener /Bonding Material: Base Sheets) & No. of Ply(s)hQ 13a p Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s ,Filt q"° �®zz PI Sheet Fastener/Bon ing Ma 7 N�asG�c Top Pt c,°// / t c o PI ' Fastener /Bonding Material: 4 AID Surfacing: Section C (Low Sloped Roof System) Fastener Spacing for Anchor /Base Street Attachment Field:_ "o /c @ laps & - rows ia,, 9 "o /c ® Perimeter: ( � "„k laps & rows (0 "o/c Corner Corner:_ "o /c G laps & 4 rows c V "o /c Number of Fasteners Per Insulation Board Field// Perimeter lQ Corner Illustrate Components Noted and Details As Applicable: Woodblocking, Gutter, Edge Terminations, Stripping, , Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- flashing„ Coping, Etc. Indicate: Mean Roof Height, Parapet I- leight, Height of Base Flashing, Component Material, , Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16 PanpetV9 + Nei n Mt et RoofIre Florida HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING: PERMIT APPLICATION lorida Building Code Edition 2002 Section U (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, > Applicable (from RAS 127 or Calculations): P 1: Method of tile att Roof Slope :12 Ridge Ventilation? Mean Roof Height: Maximum Design Wind Pressure (From the NOA Specific - ystem): chment Deck Typ flnderl [.isolation Fir Ste 4� P2: P3: escription Fastener Type & Spacing: AdhesiveType: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: Description Symbol Where to Find Design Pressure PI or P2 or 1 RAS 127 Table 1 or by an engineering analysis prepared by a P.E based on ASCE 7 Mean Roof Height H Job Site Root Slope 0 lob Site Aerodynamic Multiplier ?t NOA Restoring Moment due to Gravity M NOA Attachment Resistance - Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w = width NOA !, v L Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION For moment based tile systems, chose either Method 1 or 2. Compare the values for M,. with the values from Mr. If the M values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. ]P xA 11 : tt A Method 2 "Situ Required Moment dl; Resistat \ce (M SECTION E (Tile C :alculations) Method 1 oment Based Tile Calculations Per RAS 127" lilies! ' le Ca culation Per Table Below" From - able '' elow: *This table must be used in conjunction with a list o' omens based tile systems endorsed by the Broward County Board of Rules and Appeals. -Mg: = M, 1 : NOA Mr: g: = Wirt: NOA Mr: = M NOA M For uplift based tile systems use Me t 3. Compare the values for F' with the values for F If the F' values are greater than or equal to the F va nes, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" It 1: x w: ) — w: x cos 0: = (IP tt l: x w: ) — w: x cos 0: = Fr2 (P): x 1: = x W: ) — w: x COS 0: = F Where to Obtain information All calculations roust he submitted to the Building Orncial at the time of permit application. NOA F': NOA NOA F': Ij eq .'red 1 1EI1 34 tallbli m' _, Ill _ 28.' 26.4 24.4 omen . Resistance � 36 all 34: Mean Roof Neighs t � Roof Slope 25 38.2 30' 39.7 40' 2:12 11 42.2 3:12 l_, 36.0 37.4 39.8 4:12 IRI,_� 5 :12 1 32:.. 33.8 35.1 37.3 30.1 31.6 32.8 34.9 6:12 III 28.0 .9 29.4 30.5 32.4 7 :12 111 27.1 28.2 30.0 !, v L Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION For moment based tile systems, chose either Method 1 or 2. Compare the values for M,. with the values from Mr. If the M values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. ]P xA 11 : tt A Method 2 "Situ Required Moment dl; Resistat \ce (M SECTION E (Tile C :alculations) Method 1 oment Based Tile Calculations Per RAS 127" lilies! ' le Ca culation Per Table Below" From - able '' elow: *This table must be used in conjunction with a list o' omens based tile systems endorsed by the Broward County Board of Rules and Appeals. -Mg: = M, 1 : NOA Mr: g: = Wirt: NOA Mr: = M NOA M For uplift based tile systems use Me t 3. Compare the values for F' with the values for F If the F' values are greater than or equal to the F va nes, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" It 1: x w: ) — w: x cos 0: = (IP tt l: x w: ) — w: x cos 0: = Fr2 (P): x 1: = x W: ) — w: x COS 0: = F Where to Obtain information All calculations roust he submitted to the Building Orncial at the time of permit application. NOA F': NOA NOA F': r Community Planning & Development Department Owner's Notification for Roofing Permits issued under the Florida Building Code 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 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 7_o'') 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 zoni g code, should be addressed 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 Flori,a 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 units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing con • actor 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 pro , des the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and mO 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 un;, 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 o'• rloaded 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 s Peers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the terior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may see beneficial to consider additional venting which can result in extending the service life of the roof. s Signature Date Contractor's Signature oulamaiNG COI= COMEnL@AFic DUCT CONTROL D%VQsQON +3657518579 ABC SUPPLY SCE pCCO) NOTICE OF ACCEPTA OA GAF Material Corporatism 1361 Alpe '.: Wayne, NJ 07470 PiatAR�'i IDAiaa COU Km D A METRO-''L Ag3 FLAMER ;;,UELE054 1140 WEST FILAGL 1, STREET9Sagre 86F n Fill; , 10, g+d g1311013A 33a30-155:5 (305) 375 -34411 FAX (305) 375.290 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cosopmetion materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building: ;ode and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH' ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Co'tty .Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Countys! reserve the right to have this product or material tested for quality assurance purposes. If this product or materle1 fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A!kliJ may immediately .revoke, modify, or suspend the use of such product or material within their jurisdiction. BO1(A 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 -Tip Roof System for Wood Deck LABELING: Each unit shall bear a pen1tanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise notes¢ 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 endornert of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. FOglure 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 ttre manufacturer ;tits distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists ct ones 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA : 02.0400.0 ' ' Expiratiod�:�ate: 11/044 .1 ApprovuUI� ate: 0512 Page If fit+ EYpip 11/04/03 Pitieloval Date: OS/E3 /02 Pap 2of2l N•: • •ems R41' F G S 1f Fig 11vaI A N gaig GAF Asphalt Concrete Pr Anil' (MatrixYM 307 Primer) GAF Mineral Shield Granules GAF Weather Coat® 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 080 Ultima Base Sheet GAFGLAS Flex PIyTM 6 +3057518579 ABC SUPPLY P odatct Fire CIS !19 B ta. ,. E NAMES OIF PRO KW492101 5, 55 gallons 60 Ib. bags 5 gallons ASTM 1227 1 , 5 gallons ASTM D 2824 1, 5 gallons 5 gallons 5 gallons 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (l meter) wide VAL Roo EitA -75 psf See General Limitation ill UCTS MANuFACTURED O ': L , ,ss ELED : V APPLICANT: TABLE 1 ASTM D 4586 ASTM D 4586 ASTM D 4601 ASTM D4601 ASTM D 2178 706 P02/13 MAY 19 '03 11:35 Tit Product apsalcation ' cri Qon ASTM b 41 Asphalt concrete ptaimer used to promote adhesion of asphal: in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cemem or,emulsion. GAF Mineral Shield® 'Granules shall be used for flashing applications only. Surface coating for iimooth surfaced roofs. Fibered aluminum dating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers 'Permits adhesion to wet and dry surfaces. Fiber reinforced, poIrter modified Flashin cement Asphalt flashing Cement Asphalt impregnated fd coated glass mat base sheet. Asphalt impregnated lid coated, fiberglass base sheet . Type VI asphalt impregnated glass felt with asphalt coating. i ' j OA No: 02.0408.09 Ex titian Date: 11/04/03 A rovai Date: 05/23/02 Page 2 of 21 i 8 +307518579 KTMO3ae8 GAFGLAS Ply 4 GAFGLAS! + Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT Perforated GAFGLAS® Flashing GAF'LASV STRATAVENT Eliminator Perforated Nailable RJBEROID® SBS Fleat- WeIdTM Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat - WeIdTM 170 FR RUBEROID® SBS Heat - WeIdTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROIDoe SBS Heat - WeIdTM 25 RUBEROID Modified Base Sheet Ruberoid® 20 3 Ruberoid® Mop Granule 39 aPeePelen 39.39" (1 gear) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37 "(1 mete 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" (I meter) wide 9.37" (l meter) wide .37" (I meter) wide ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 r) ASTM D 4897 D 3672 0 ASTM D -6164 N p s ASTM D-6164 N m ASTM D-6164 N re su ASTM D-6164 N p0 mi ASTM D-6164 No re sur ASTM D-6164 No pol surf ASTM D4601, Pre Type II, UL mo Type G2 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 �4��,�eteQ P h a l e coa sph t imptegn ed glace felt Asphalt coated, glass;.fber mat cap sheet surfaced with mineral granules. °► Fiberglass base sheetypfegnated and 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 size4. Fiberglass base sheet lfpregnated and oated on both sides With asphalt. Surfaced n the bottom side wittt mineral granules tenting. mbedded in asphaltic tenting. on-Woven Polyester u)at'coated with olymer- modified asphalt and smooth urfaced. on -Woven Polyester mat coated with olymer modified asphitlt and surfaced with ineral granules. on -Woven Polyester reet coated with fire tardant polymer modif.Red asphalt and rfaced with mineral granules. on -Woven Polyester mat coated with lymer modified asphalt and surfaced with neral granules. n -Woven Polyester met coated with fire tardant polymer modified asphalt and faced with mineral grui'iules. n -Woven Polyester mat coated with ymer- modified asphalt and smooth aced. mium glass fiber reinl'rced SBS - dified base sheet • SBS modified asphalt bas , sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt Grid surfaced with mineral granules_ NQ No: 02- 0408.09 Expirat( o Date: 11/04/03 Approa<at Date: 05/23/02 Page 3 of 21 Rubemoid' + Mop Plus (Gra t le) RUBEROID MOP Smooth +3057518579 ABC SUPPLY RUBEROID MOP 170FR RUBEROID® MOP FR 1 '. RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBERO[D® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR 39. 1g +i9eni 39.37" (I met wide 39.37 "(l me wide 39.37 "(1 m wide 39.37 "(1 mete wide 39.37" (I mete wide 39,37 "(1 meter wide 39.37" (1 mete wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37 "(1 meter) wide 3937" (I meter) wide 39.37" (1 meter) wide 37 "(1 meter) Wide ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5 147 ASTM D 6164 ASTM D 5 147 c /k3 EaRgfteka 706 PO4 /13 MAY 19 '03 11:35 er) ASTM D 6222 Non -woven polyester out coated wt ASTM D 5147 1 'ra po ymer modified asphhlt and surfaced with mineral granules. ter) ASTM D 6164 Non -woven polyester O ASTM D 5147 polymer - modified as tt and smooth smooth °o surfaced PI and et ASTM D 6164 Non -Woven polyester t0at coated with fire ASTM D 5 147 retardant polymer modified asphalt and surfaced with mineral granules r) ASTM D 6164 Non -Woven polyester apt coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral *pules, r) ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ) ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. r) ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membiime, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt:modified bitumen membrane, granule surface. Heavy duty, polyester reigforced, coated with fire retardant asphal irnodified bitumen membrane, granule surfae:a. Non -woven fiberglass mas;coated with polymer modified asphalt• and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modifiea4 asphalt and surfaced with mineral gra wiles. Woven fiberglass mat coa$d with Polymer modified asphalt and surftsed with aluminum, copper or stainl steel foil. Non -woven polyester and lberglass mat oated with file retardant, polymer modified asphalt and surfaced with Mineral granules. NO& No: 02- 0408.09 Expirst ll Date: 11/04/03 Approt+ajt Date: 05/23/02 Page 4 of 21 +3057518579 ABC SUPPLY Vent Stac& (1' otal and Plastic) OAF Aluriniana Emulsion GAF Aluminum Roof Paint (Mlatrix System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RU fEROID MOD Asphalt, Asphalt t & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle- MateTM Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat M8.1-(Matrix 715 MB Coating) Weathe,.roteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SRS Adhesive (Ruberoid®MB) Matrix 201 System Pro SBS Flashing (Ru beroid ®MB) Matrix 102 Select SBS Adhesive 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 100 lb. cartons, bulk 60 lb. kegs 39.37" (1 meter) wide 39.3r (I meter) wide 4 sq. roll 30 lbs. 5 gallons M 100(A) ASTM D 1929 ASTM None ASTM D2g24, Type 1 ASTM D4601 ASTM D 3909 S Su m Su mi 706 P05/13 MAY 19 '03 11:36 SEBS modified jpph One way value vent ]: RF to Stacks withfn the roofsy relieve v 6ui GAF Vent ave4able in metal or ene p Mineral colloidal bitu reflective alum #drum flakes us slhulaion with Non- fibered aluaninum Pigmented. asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types 1, 11, 11' and IV Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, gi0Os fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underlayment Surface coating for. $mooch surfaced and mineral surfaced roof's. urface coating for cspnooth surfaced and m ineral surfaced roofs. rface coating for sft ooth surfaced and ineral surfaced roofs. rface coating for smooth surfaced and neral surfaced roofs. Surface coating for sm Doth surfaced and ASTM D3019 Col mineral surfaced roofs, Applied Modifie(I.SEBS Asphalt Adhesive ASTM D3019 Cold Applied Modified SEES Asphalt Adhesive — Flashing G1 de. ASTM D3019 Cold Applied Modified..$EBS Asphalt Adhesive. LA No: 02.0405.09 Explja ion Date: 11/04103 APprlaval Date: 05/23/02 Pop 5 o 21 PYROX White Line +3057519579 ABC SUPPLY (Rohero /Mi :) 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 RUBEF (DID® Modified Bitumen Adhesive APPROVED INSULATIONS: Product Nate GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N ipjmgpjm 5 .Ilona 5 llons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons (BMCA)GAFTEMP® Fiberboard GAFTEMP Permalite GAFTEMP GAFCANTrM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGE*M Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA 706 P06/13 MAY 19 '03 11:36 IrQ ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type 1 ASTM D 3019 Type 111 TABLE 2 Product Descriptions Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation 403 I, Cold Appll= Modii taJ SEBS A Adhesive - Flashing tirade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asp$x4It Roofing Cement Caulk Grade. Cold Applied Asphalt.Adhesive. Fibered aluminum coating. Non- fibered aluminum pigmented, asphalt roof coating. Fiber reinforced, rublijarized Adhesive Manufacturer (1itb Current NOA) OAF 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. Ap the Products Co. 16DA No: 02- 0408.09 Espition Date: 11/04003 Apgiloval Date: 0S/23/02 Page 6of21 +3057518579 ABC SUPPLY APPROVED NI"JB TRO rl` a: Product i a � ACFoam l I8 & Composite ISO 95+ ISO 9S+ Composite Wood Fiber High Density Wood Fiberboard Perlite;lnsulatio Dens Deck E'NRG'Y -2 & E7VRG'y -2 PLUS, vltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name GAFTITE® (Drill -Meg)) #12 Standard & #I4 Heavy Duty Roofing Fasten 2 . GAFTITE® (Drill -Tec®) ASAP 3. GAFTITE® (Drill -Tec®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) S. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 ..t #15 TABLE 2 Product D'- crapitoo P olyisocyenurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation r decks. 706 P07 /13 MAY 19 '03 11:36 ap aye : "� ..Wi nom rya t f,un TABLE 3 Product Description Dimensions Insulation fastener for steel, wood & concrete Pre assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 3 " and 3' /," s" and 3 % Nagureetio (With Cursietit M ®O) Atlas Energy Products Firestone Building Products, In Firestone Building Products, Inc. generic generic generic G-P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. .:Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp GAF Materials Corp. GAF Materials Corp. Conquction Fasteners Inc. NQi No 02-0408.09 Expiratln Date: 11/04/03 Appro41 Date: 03/23/02 �S Page 7 of 21 , +3057518579 ABC SUPPLY APPROVED °ASTLMEo Wastemer ?cedilla Nu trr bey' Mane 7. Dollen HieX lite 8 • Dekfast Lock Plate 9 . 1112 Roofs ip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 2 . Glasfast Fastener 13. Olympic Fastener #I2 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul - Fixx Fastener 19. Insul -Fixx S Plate 20, insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates Product Galvalume he stress plate, Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener 706 P08/13 MAY 19 '03 11:3? j1'+ Pre-assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZSS steel plate 3" round galvalume AZSO steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 3" round steel plate 3" round polyethylene 3" round stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 3" round steel plate Polyethylene plastic plate 3" round 27/8 " 3 i1li 3 "x3 %" 3" round 3 " square. 3.2" 325" round 3.5" round 3" round Bilanat t ., Leo res. (With Curt Ii0A) Constructio F Inc.` Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp, Johns Manville Olympic Manufacturing Group, inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. • The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 02- 0408.09 Expirtnion Date: 11/04/03 Apt oval Date: 05/23/02 Page 0 or21 +3057518579 ABC SUPPLY niacz Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factrn3 Mutual Research Corporation Dynatech Engineering Corporation bynatech Engineering Corporation PRI Asphalt Technologies, Inc. ?RI Asphalt Technologies, Inc. IRT of S. FI. IRT of S. Fl. ��Jt Ifdent9l��e� FMRC 1996 02 -005 02 -014 J.I. 2B8A4.AM 11. 3B9Q1.AM 1.I.OD0A8.AM J.I. ODIAB.AM J.I. 0Y9Q5.AM J.I.3X3A2.AM J.I. 0Y9Q5.AM 0 3600,02.95 -1 0 4482.02.95 -1 GAF -012 -02 -02 GAF - 020 -02 -01 PAraiptio4 Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 . Wind Uplift FMRC 4470 -PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 01 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 08.02.94 07.29.94 02.02.95 02.02.95 11.06.01 02.01.02 01.18.02 03.22.02 I40A No: 02- 040849 Expir#itioa Date: 11/04/03 App$val Date: 0$!23/02 Page 9 of 21 11:3'7 eat Type 1: Deck IIBoacraptinn: Base sheet: Fastening Options: +3057510579 ABC SUPPLY Wood, Non - insulated New Construction or Reroof 19 or greater plywood or wood plank decks Syste:<:'= Type E (1): Base sheet mechanically fastened. MI General and System Limitations shall apply. 706 P10/13 MAY 19 '03 11:37 �A..b�.Li:.a.- '�'.n.w..r.:.. - -. a.b4n:1S!].;.�.. ;. ,-.. • - tf • � ?�` ' *Tr • GAFGLAS #80 UltimaTM Base Sheet, STRATAVENTo Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS HeatWeIdTM Smooth or RUBEROID SBS Heat -Weld 25 bas# sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4(; +, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation 117). GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Be Sheet or any of above Base sheets attached to deck with DriII -Tec (GAFTI'li') #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2 ";bride lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. Maximum Desi n i _ —4 GAFGLAS Flex Ply""' 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) ase Sheet or any of above apse sheets attached t6 deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 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 — psf, See General Limitation 07) . GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE)1112 or #14 Screws and 3" Plates, 8" o.c. in 4 xows. 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 Genera/ Limitation 07) 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 S. rate of 20- 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet asiered in a full mopping of approved asphalt applied within the EVT range and in a rate of 20 lbs. /sq. NOA lit 02- 0408.09 Expiration te:11/04/03 Approval Wet 05/23/02 f' age I8 of 21 • . +3057518579 ABC SUPPLY Surpacafg: (Require if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20ilbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT.: emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 jl. /sq.; or GAF Premium Fibc, + Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 galitsq. 2. Asphalt flood coat at an application rate of 60 Ibs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs.sq. & 300 Ibs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCoteLOW -VOC applied at rate of I -1.5 gal /sq. Maximum Design Pressure: , Fastening Above i 706 P11 /13 MAY 19 '03 11:38 ,7r," 7,7.7, 7r , "? ? NOA Nq) i02- 0408.09 Expiration Di le: 11/04/03 Approval e: 05/23/03 _. ge19of21 +3057518579 ABC SUPPLY 706 P12/13 MAY 19 '03 11:39 WOO FECES SYSTEM 1 A slip sheet is required with" ��$ ®NS; sheet anchor sli sheet. y e nd Flex Ply 6 when used es a 2 . Minimum '/4" Dens Deck ®r' m eclt�&ticslly fast b ase wood deck. '� Type ]( g ypsu m board is acceptable to be ; . ®r ottalled directly over din CE RAL L I TATIiONS. 1 • Fire classificatio is not pa ®f this Directory for fire ratings of this acceptance, refer to a current A 2 • Insulation may be installed in multiple layers. The first layer P��ved Roofing Product Control A 8 Materi Approval guidelines. All other layers shall be adhered in a approved range and e ta rate of 20,40 in compliance with attached using the pplied . o mopping ecb i al of fastening pattern of the top layer a ed asphalt applied within the EVT ra lbs. /sq or mechanically 3. kl ! standard panel sizes are acceptable for mechanical attachment. asphalt, panel size shall be 4' x 4' and/or recove maximum. 4. An overlay an When applied in foam insulatio when the board insulation approved shall be applied using spot base sheet is fully panel is required on all applications g pot mo g mopped• if no recove o r over closed cel mopped applied u n three moppi one with aap approved and one m ter circles, used the base sheet a mopped a rea in ventilati asphalt, d diameter citcl f t the sheet e placed eve Encirclin strips e down the able of the rk allowing hl every 12' in each ribbon to allow cross ventilation. Asphalt ap licable, A 6 "break shall b e design pressure 01 - 45 p be at a minimum rate of 12 lbs. /s q N ote: Spot attached P t ron of either system shall 5 • Fastener spacing for insulation attachment is based one stems steal! be limited to a 2 as ene as tested for in compliance with Testing maximum 2s field- tested Application Minimum TAS i te 5 . it Force ten w ale value. 6. p , are below 275 Ibf. insulation attahment shall not be acct to F astener s acing for mechanical attachment ofanchor /base sheet TAS l OS 4pthe fastene value, on a minimum fastener resistance value in conjunction with the p ble.• a on a minimum system, fastener re the fastener value t or imam deli n. attachment is based resistance be less than that required as determined listed d wethin Building O yst i m , a revised fastener spacing, Engineer, Architect, a Registered f act g, Prepared, signed and sealed by a Florida Registered shall Engineer, Roof Consultant the y shall u tiliz e in compliance wh awl r value y be submitted. !1 d taken from Testing q Said revi�d fastener spacing �• perimeter and corner areas shall Roofing the enhanced uplift pressure requirements Application Standard PPl�catron Standards TAS 105 and areas, Fastener dee aes shall b comply aced for RAS 117 compliance with ensiti A both insulation and base sheet as ale of these complianc referred within this Roofing Application Standa RAS 117, as calculated in 8. All attachment a nd sizing ,General Limitation #9 (When this limitation is specifically shall attachment with Roofing perimeter nailers will not be /or applicable.) flashing 9. The maximum ith Ro d ing App limitation n and R metal Profile, n d app flashing termination d ad e i e g e g Application Standard RAS 111 and Feld, ax imu m r d , and corners). Neither ti io i tt analysis, be t cal wind loss re zones (i.e. enhanced p en me nor x o t all roof pressure perm ze f r i.e. fastening at enha pressure zones (i.e, a s, extended corners be perimeters, extended corners atf� corners). or be applicable,) (when this limitation is specifically referred within this NOA, General Limita . ' END OP THIS N7 will not TfIIS ACCEPTANCE NO , tio: 02.0408.09 Expirati ' Date: 11/04/03 Appro Date: 03/23/02 M 11 Page 21 0f21 +3057519579 ABC SUPPLY Ye mace ROW COVER146 kIS1MIAL5 (MT) Roofing Systems (TGIFLJ)-- Correfrrsted CAFGLAS 4780 Premium Ease Sheet may be used in any of the following systems. "CAFglas Flea Ply 6" is a suitable alternate to "GAFgles Ply 6 ". "GAFTEMP Pelntatlte Recover Birard" may be used in heel df any perlite insulation in any of the following NC Classifications, Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Ruberoid Heat Weld" SBS roofing membranes may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification, Class A 1. Deck: C-23/32 lttdlne: 3 Insulation (Optional): One or more layers perlite, wood fi fiber isocyanurate, ur ethane , perlite/isocyanurate com ,p glass urethane composite wood fibet//i soryan composite, perlite/ thickness, urate composite, phenolic, any Ply Sheet: Three or more layers Type C1 "GAFGLAS PIy 4" or "GAFGLAS PIy 6 ". hot mopped. Surfacing: Grate!. • 2. Deck: C•15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber. isocyanurate, urethane, perlite /iseganurate composite, perlite/ urethane composite, wood fiber /isonyanurate composite, phenolic, any thickness. Ply Sheet 1•hree or more layers Type C1 "CAFGLAS Ply 4" or "CAFGLAS Ply 6 ". • Cap Sheet: One layer Type G3 "CAFGLAS Mineral Surfaced Cap Sheer. 3. Deck: NC Incline 2 Insulation !Optional): One or more layers perlite, wood fiber glass t fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type GI "GAFGLAS Ply 4" or "GAF - CLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline I / 2 Insulation: One or two lavers "Isotherm R ", 4 in. max, hot mopped, b Ply Sheet Any LI Classified gravel surfaced Class A asphalt glass 1) i Deck: C -15/32 Slip Sheet (Optional): Red rosin Baca Sheet One layer of Type C2 " CAFGLAS 75 deck. nailed). Base Sheet" (maybe Ply Sheet: One or more layers of Type GI "CAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One laver of Tvpe G -3 "CAFCLAS Mineral Surfaced Cap Sh• cic NC Base Sheet One layer of Tvpe G2 "CAFGLAS 075 base Sheer. Ply Sheet: One or more layers of Type GI "CAFGLAS Ply 4" or GAFGLAS PIy 6'. Cap Sheet One layer of Type C•3 "CAFGLAS Mineral Surfaced Cap Sheet ". Deck: C -13/32 Incline: 2 Insulation: One or more layers perlite, glass tfbee isocyanurate, urea thane, perlite /isocyanurate composite perlite /urethane nolic, 1.0 in. min (odaet from plywood joints 6 in•), composite, pie. Base Sheet One or more layers of Type C1, Q or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or gcatule>~ "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap$heek "CALAS Mineral Surfaced Cap Sheer, hot moppe . 6tIncline: Deck; C -I5 /3Incline: 2 d lneulatfon (Optionalk One fir more layers perlite, wood !Thee Abet, isocyanurate, urethane. perlfse /isocyenurate files ' urethane composite. wood fiber /isocyanurase composit Phenolic, any thklatess, tate Sheet Two or more layers of Type G2 or G3. Ply Sheet nnr o � or mum layers of Type GI. grenade), imbd "Ru One Tbxtc Plus" (eye of "Rubemld Toren" (smooth or Phis "Ruberoid Mop" (eahoot(n or granule) or "Ruberoid Mop (granule). A iW LS com® SYSTOM INRECTOBV HOOF CONEFilap Rte meefr Roofing Systems (T J) - Correintted Cap Sheet: "CAFGLAS Mineral StlifiKed Cep Sheet", hot Mcpped. 1. Deck C -15/32 Clan B Insulation incline: 3 esocyanurate, urethane, or r e/ layers polite, wood Aber, glass Abet urethane composite, wood fi / /isocy' u�po composite, perlite/ thickness. phenolic, any Ply Sheet Two or more layers of •`hype GI " GAFGLAS Ply 4" or " GAFGLAS Ply 6" Cap Sheet Type G3 "GAFGLAS MMeral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Vi e : 3.1/2 insulation (Optional): One or more layers perlite wood fiber g fiber, isocyanurate, urethane, perlite /),,1acyanurate composite• perlite/ urethane composite, wood Fiber /isocyemrrate composite, phenolic, any thickness. Base Sheets Two or more layers of Type CI, G2 or C3. Membrane: One or more layers of! Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (gran ), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (grant e Cap Sheet: "GAFGLAS Mineral Surfaeeb Cap Sheer, hot mapped. Class C 1. Deck C -15/32 Insulation (Optional): One or more WW1': 1/2 fiber, isocyanurare, urethane, T te a wood here glass urethane composite. wood P is ra o te composite, p e e petite/ thickness. O°d abed isoeyaaNerate composite, phenolic any Ply Sheet Three or more layers of Tape GI "CAFGLAS Ply 4" or "CAFGLAS PIy 6". Surfatutg: "Special Roofing Bitumen" In Ibs /sq, COAL TAR FELT SYSTEMS WITH Heft ROOFING COAL TAR 1. Deck: C -15/ Class A • la Insulation (Optional): One or more ere 112 fiber, isocyanurate, urethane, perlite /iso nur et P perl com composite, peri i urethane composite, wood fiber /is ' thickness. ocyarturhte composite, phenolic any Ply She Three or more layers of Type GI " GAFGLAS PIy a" or "CAFGLAS PIy 6 ". hot mopped with coa+'tar bitumen. Surfacing: Gravel. COMBINATION HOT AND CLSLD SYSTEMS 1. Deck: NC Class A !simulation (Opyonal): One or more Iayekpperjite, wood fiber or glass abet; Z in. max. Ply Sheet Three or more lavers of Type Cl " GAFGLAS PIy 4" or "GAFGLAS Ply 6". I u lacing: Grundy Industries "al MB Aluminum Roof Coating" at 2. Deck: NC Insulation 1 Incline: 1 aet i socya Option[: One or more layeee perlite, wood abet; glass nurate urethane, perlite' isocy j,urate composite. pedlar/ urethane composite, wood fiber /:socyariurnte composite, phenolic any thickness. - PI Sheet Three or more layers of Typo G1 "GAFGLAS Ply 4" or "LAS Ply 6 ". 3. De Surfa c g ' father Coat Emulsion" at 3 A /sq. • lnsalads :n.1 One or two layers Isotherm lathier: 1/2 in., hot mopped. Ply Sheet Any lit Classified gravel surfaced'C1ass A asphalt glass fiber mat system. peck NC Wilt* 2 Insulation (Optional): Isocyanurate, pert* isouyanurate/composite •� Base any thicknes wood Aber Sbeee� glass fiber; s sp mopped One ply Type G1 or t y fastened. y fastened or hot IA ! Sheet One or more plies Type C1 or Gk�dltered with hot roofing 1 dev " GAF Pteodum Mend Al Roof Coating". I-1/ 2 i , NC or GAF Weather Coat Emulsion", 3 /sq. bulb '1 &raao1etian (Optleeaf. Pali* =fiber, pout cysnurate, wood Alm LOOK FO 114141L M ARIt•!»i1UROCUCT (mesa wedtankany fastened, an v, 706 P13/13 MAY 19 '03 11:30 17B