Loading...
RF-06-532 Miami Shores Village a Building Department 0050 N.E2 nd Avenue,Miami ' Sh ores Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 eEI BUILDING Permit No.:P—TC)� PEIT AP LIGATION ®' 2 aster Permit No — FBC 2011 Permit T�pe(circle) Building Elec I Plumbing Mechanical ofm Owner's N me(Fee Simple Titleholder)' �, Phone# Owner's A dress ST City State ��- . Zip TenantlLe ee Name Phone# - --- + d i 1 Job Addrl, (where the ork is being done)�_�'7 City l Miami Shores Village County Miami-Dade Zip, �3(9j� >s Buifding�Historically Designated YES Nty -'- Contractor's Company ame--SRE:9WA N -TA I LOQ �_[T_Phone# Contractor" Address . 6L 10 7&"VL�tln City State 'FL `Zip Qualifier State Certificate Re is io N O. Certificate f Com'etenc N o. ® � 0 I ArchitecO,ngineer's Nan a(if applicable)- Phone# i $Value of!Work For thi�Permit Square Footage Of Work. 23 T of Work Addition Q � Alteration Type 0 ew air R [-( /R lace ❑Demolition Describe Work: 4 I 9r 1nY$cie,irdeir*lrahirdr9i�enSr#Y$rdnk,Yie deQc9e4eArF faic,4drdnYdnknY4nknkatrie 4nt*aY4tY*iraE'#.ieSjskir Submittal�ee$ Permit Fee$ ����• CCF' 1.-80 CO/CC. Notary$ Training/Education Fee$ CD Technology Fee$ f,�- 2.S Scanning$ G• C Radon$' Zoning Bond$ Code Enfo cement$ Structural Plan Review.$ 4 Total Fee 1 ow Due$ (Continued)on opposite s ide) ,r i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip _ l Mortgage Lender's Name(if applicable) Mortgage Lender's Address City Ntate 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 �d The foregoing instrument was acknowledged before me this The foregoing instrument was acknowled before me this/ day of .20 ,by day of by A MA#J]6yJ ' who is personally known to me or who has.produced wh onally kn a or who has produced As identification and who did take an oath, as idntification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC• Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: Wendy A.Bums 4e�e4rir8r sir#�r4rieirir�e4r4nY&ir9roY 4nkirir4r*�eYYataY4rArsir4r'aaYtakFdrtr9nkirArae aYir+kirdr&TraY�rdriY�rArink4eBeir#*kaY3rdrSririFia k aYkitr ,t4rff74irirQr Jr'r#4r9e3e3eick ` Ay'GomrreWn y, $STY l pdf Expires July 29.2007 APPLICATION APPROVED BY: Plans Examiner Engineer Zoning the 05/13/03 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status:APPROVED Issue Date: 319/2006 Expires:0611012006 Permit Number: RF-3-06-532 Owner's Name: JOHN AND ELAINE HAMLET one: Permit Type: Roof Parcel#: 1132060133310 Work Classification: Roof-New Block: Lot: Job Address: 117 91 Street NE Section: PB: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Total Square Feet: 238 SHERMAN TAYLOR ROOFING (305)691-2865 Yes Total Valuation: $ 2,300.00 Comments: Reauired InspSctions NEW ROOF FOR ADDITION Tin Cap Hot Mop Tile In Progress Up Lift Report Additional Information Final Roof Type of Work:Re-Roof Additional Info:FLAT ROOF Classification:Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. 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 zoning. Futhermore, I authorize the above-named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.80 RF-3-06-24078 $264.65 2M,4_ Education Surcharge $0.60 Total: Permit Fee-New Roof $250.00 Scanning Fee $6.00 Technology Fee $6.25 EJUN 0 2 PAID Total: $264.65 -2:-&,--- Z i 1--L C=' Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. Applicant Signature �o6 - S3Z , . • . , . . IYED • : •: A d 2:2066 U, ... - - 0 SECTION • •• . . . . . HIGH VELOCITY HURRICANE ZONES REQUIRED OWN Tl 01��R�OOfJpIG •,• ••• CONSIDERATION `le 1524.1 As it pertains to this section, it is the responsibility of the roofi contra tar rdvtGeAe diteC*th hb required roofing permit, and to explain to the owner the content of this section.. The'�xoMob bf Milk 15•gf the Florida Building Code, Building govern the minimum requirements and standarde ot;tt$e h&*gfct rxfwb 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. G4 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 addressed as part of the agreement between the owner and the contractor. J,TY 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). OW 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units(i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 0* 4.Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. CAS. 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 roofing system is removed.Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wail outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code,Plumbing. f,t-1--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. Nvneir's/Agent's S gnature Date Contractor's Signature 9 I —1 ME c4 t S'-' IZI Z�C)6 - S 2. Property Address Permit Number Rev.la r . . . 000 0` Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Permit Application Form. ••• • • • • •: • . . . . . . • Section A (General Information) •. • ••• • P - ?3 . . Master Permit No. Process No. •• • •• ••• ••• .. Contractor's Name • • • • • • • • 7 .fob Address ! 1 -7 ki ROOF CATErORY aw Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ wood Shingles/Shakes Shingles ❑ Prescriptive SUR-RAS 150 ROOF TYPE ew Roof D,Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM ^ � INFORMATION t/® � /Tv Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(S 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. a 0 see :0.0: .. .. . . •.• • • • . .•• Florida Building Code Edition 2004 ... .. High-Velocity Hurricane Zone Uniform Permit A ticati 'ornt ' ' 0 0 '00 Section C 41-ow SIOPR qp ication) Surfacing: ' ' Fill ins g' pacific roof assembly components and Identify manufacturer Fastener Spacing forAAcOoC1 3pleeCAftarh?hent: (If a component Is not used, identify as"NA") • ••. • . . • .• • !�.�• . • Field: ^oc @ Lapl;�i�ows'.a:@: .^ ee' System Manufacturer: // oc Perimeter.k""oc @ Lap,#Rows.4 @ " Product Approval Na.:Q. � Q�O� 0� l La Corner: �° "oc @ Lap,#Rows @ 'oc Design Wind Pressures,From®RlAS/128 or Calculations: Prhaxl:_ "t 1 �Pmax2: , ?C�- (p "umber of Fasteners Per Insulation Board: Max.Design Pressure,from�he slaeeific Product Field Perimeter Corner Approval system:_ Sol,. Illustrate Components Noted and Details as Deck: Applicable: Type: (,(900 Woodblocking,Gutter,Edge Termination,Stripping, Flashing, Continuous Cleat,Cant Strip, Base Flashing, Counter- GaugwTh! kness• Flashing,Coping, Etc. Indicate:Mean Roof Height,Parapet Height, Height of Base Slope: lashing,Component Material, Material Thickness, Fastener �' Type, Fastener Spacing or Submit Anchor/Bass Sheet&No. of P s): Anchor/Bass Sheet Fastener/Bonding Material: > I Insulation Base Layer: Base Insulation Size and Th' ess: FT. Base Insulation Fastener/Bonding Material• l PI arapet i t Hei h Top Insulation Layer: i' h-� Top Insulation Size and Thic ass: FT Top Insulation Fastener riding Material: 1 ;— U)n®� t Mean Rof Base Sheet(s)&No.of Ply(s): .S j T(O V 3 'Ka X(o q h 9 14�' ( � Hei ht Base Sh, etfaste per/B oncling f4aterial:r , N � r Ply Sheet �-s)&No.of Ply(s): S l-`l 17F i Ply Sh et Fa tamerU'o +dl M t n h. Top Ply: { 6A {-" in A-j, eA- As-r hV3 1-fl . e r Top Ply Fastener/Bo ding Mater al- AIJ Or Z • • • • • • • • e • �� (XJ i i •i• i i i r •:• I AM NIIANII DARE COUNTY,FIARIDA i VW04ADEJUGM Bula me q NU1,VM CODE COMPLIANCE OFFICE()WM 149 WB�T ►�( 1t T ;S�TtIE �: PRODUCT CONTROL DIMON ,01RHA 00S)37$-MI FAR(305}375-2M NOTICE OF ACCEPTANCE NOW .. . . . .. .... .. GAF Material Corporatlan 0 ... . . . . .. 13111 Alps Read ' ' ' ' ' :•. : : Wayne,W 07470 SCOPR: This NOA is being issued under the applicable rules and regulatic o.goveming the uw of construction mawr .als. The documentation.submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Courrittee to be used in Miami Dade County and other area where allowed by the Auftw ty Having Jurisdiction(Am. This NOA shall not be valid afba the expiration date stated below. The Miami-Dade County Product Co grol Division(In Miami Dada County)and/or the AIU(in areas other than Miami Dade Cones)reserve the right to have this or material tested for quality assurance parrpoN&If this product or material fads to pedorm in the RCOOP10d mataner, the mandacturar will incur the expense of such testing and the A19 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 Mami Dade County Product Control Division that this product at material fails to meet the requirements of the applicable building code. This product is approved as described hewn,and has been designed to comply with the WMA velocity Hume m Zone Of the Florida Building Code. DESaWnON:GAF Convadonhal Built-Up Roof System for Wood Deck. LUELING:Each unit shall bear a pearrusu nt label with the mauufacthner�name or logo,city,state and fallowing staters"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 TUU4WAn0N of this NOA will occur after the expiratan crate or if there has been a revision or change in the 10010rial16 use,and/or n>a dwture of the product or process.Misuse of this NOA as an endorsement of any Product,for sales,advertising or any otter purposes shall automatically terminate this NOA.failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERM MENT:The NOA number precut by the wards Miami Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any potion of the NOA is displayed,then it shall be done in its entirety. - INSPECTWN:A copy of this entire NOA shall be Provided to rho user by the marudhctarer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA ff02-04M.09 and consists of pages 1 through 21. The submitted documentabon was reviewed by Frank Zuloaga,RRC ® NOA Ni" 034)501&5 Eap n Date.,11/�{M Approval Datetii Page 1 of 21 w . • • • • • • • • • • • • Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks •'• '': 060 ••• • • • • • • • • • • •• System Type E(1): Base sheet mechanically fastened. see 0 • All General and System Urnitations shall apply. •• •. ••. .. . . . ... . . . . . . Base sheet: GAFGLAS#80 TJld=TM Base Sheet,STRATAVENTS E11.mInUl l e l4t� Nailable,RUBEROID Modified Base Sheet,RUBEROIbb 28,RTTAE001D•00 •• SBS Heat-WeldTu Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4S,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#7) GAFGLAS®Ply 42,GAFGLAS Flex PlyTm 6,GAFGLAS#75 Base Sheet or any of above Base.sheets attached to deck with Drill Tec(GAFME)#12 or #14 Screws and 3"Plates, l2"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 PlyTM 6,GAFGLAS#75 Base Sheer any of above Base sheets attached to deck wi .approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"IaR sUgered and in two rows 9"o.c.in the field. (Maximum Design Pres e 5 f,See General Limitation GAFGLAS#75 Base Sheet or an a Base sheets attached to deck with DrM Tec(GAF IM)#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(GAF=)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(GAFT M#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 Dori#7) Ply Sheet: One or more plies of=G�FGLA�®�LY�,GAFGLASO PLY 62 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 GAFGLASS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the E range and at a rate of 20-40 lbs./sq. - NOA No: 03-001.05 o { Expiration Date.11/04/08 Approval Date:14/23103.. . - Page 18 of 21. Surfacing: (Required if no cap sheet is used) Install one of the following. I' GAF Special Roofing Bitumen with an application rate Q;"O Ibs.Jisq with an application rate of 1.5 gaiJsq.;or GAF WEATFIER:C©ATf7 FAZ dn; . ; 1 00 (Matrix 305 Fibered Emulsion)with an application axe et§ gal;jq:;or GAF . Premium Fibered Aluminum Roof Coating(Matrix System Pro Aluminium ~ Roof Coating Fibered 301)with an application rate of 15 VIJsq� 2. Asphalt flood coat at.an application rate of 601bsJsq.-2!6 fq�1ps2nvO. or •so slag with an application rate of 4001bsJsq. &3001bsJss.,let pet ; 3. Top Coat Surface Seal SB(Matrix 602 SB Coating),flop Goat Nn Plus "' 00 (Matrix 715 MB Coating),GAF WeatherCote or WeatherCote LOW-VOC applied at rate of 1-15 gallsq. Maximum Design �* Pressure: See Fastening Above NOA No: 1.05 Expiration Date:11/04/08 Approval Date:101?.3103 Page 19.of 21 e 1 r _WOOD DECK SYSTEM Lrvu ATIOIV'S: I A slip sheet is required with Ply-4 and Flex Ply 6 when used as a mecbicajly fps 4ec?tIs;o=•: �,• anchor sheet. - . . . . . . . . 2. Minimum�/a"Dens Deck or h Type X gypsum board is acceptable to be wood deck. installed directly over the• : .. . . . .. ... .. G +"RAL LIMITATIONS. i i i • . . ... . . . . .. . . . . . . . .. . . . . . . • . . . . I. 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 m multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq.,or meGGhsnically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment When applied in approved asphalt,panel size shall be 4'x 4'maximum: -4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using"spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. EPcircling 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 121bsJsq. Nate: Spot attached systems shall be limited to a maximums design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275 ibf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested;are below 275 If insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical-attachment of aiichor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maxi 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'faste ser spacing shall utilize the withdrawal resistance value taken from Testing Application Standards T-A.S 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter natters,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 corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.er perimeters,extended corners and corners). (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 as audit in accordance with the Florida ' Building Code andRule 9B-72 of the Florida Administrative Code. -END:-OF THIS ACCEPTANCE - ' NOA No: 03.0501.05 _ Expiratioii.Date:11/04108 Approval Date:1=3/03 Page 21 of 21.. e .. 2004 ROOFING MATIERIALS AND SYSTEMS DIRECTORY . ••• ROOF.COVERING MATERIALS(TEV'T) ROOF COVERIN�3 MA'1'�RUI!LS(t� 173 Roofing Systems(TGM—Continued Roofing Syste4is(,r! FM—Continued • •• • . . • • ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Ply Sheet Any lJL Classifjd$ravllp&c:d �i'aspha t Type G2 asphalt glass mat base sheet ("GAPGLAS #75;Base;Sheet" or mat System • • • • • •.:• " •, • • • "G GLAS 0.ULTIMA")is a.suitable,alternate for Type G1 asphalt glass 5,, Deck:C-15/32 • • Incline:l • • fiber ply sheet("GAFGLAS Ply 4"or,"GAFGLAS Ply 6")in,the.Class A,B or Slip Sheet(Optional): Red rosin paper,nailed to deck. C roof systems indicated below*." Sheet: One layer Type WCx1FPI A5_#Z%Z&W_� iet"(may be The roof deck may first be, with a.Type G2 asphalt glass mat base nailed). • • • • • • • • . sheet"GAF Stratavent Eliminator Venting Base Sheet(Perforated)"or"GAP • •• ,f► Venting Ply Sheet: One or more layers 61 a.or GAVLAS Stratavent Elrminatof Base Sheet (Mailable)» . Perforated t0 be » • • • • • • • mopped and.nailabie to be mechanically attached gramile side down: ' Ply 6• •• • • • • • w•• r• As an option ��ee G2 asphalt glass mat base sheet("GAFGLAS#75 Base Cap.Sheet One layer Type G-3 "GAFGLAS Mineral;Surfaced Cap Sheet","GAFG I. #80 ULTIMA'-'or"GAF Stratavent Eliminator Venting Base Sheet". Sheet (Nailable)" may be substituted for�Gl asphalt glass fiber ply sheet 6. Deck:NC. Incline:3. . . ( GAFGLAS Ply 4 or GAFGLAS!Ply 6 ) as the nailed base ply in the Base Sheet One layer Type G2"GAFGLAS#75 Base Sheet'. .. following systems. Ply Sheet One or more layers Type GI"GAFGLAS Ply 4"or°GAF_- i Bottom ply or-base sheet may be solid mopped,spot mopped or mechani- GLAS Ply V. ally fastened :: >: ,, .'- Cap Sheet One layer Type G-3 "GAFGLAS.Mineral Surfaced Cap Unless otherwise indicated;all msulatwns,may be hot•mopped or.mechani- Sheet"• 1 call .fastened..:.: S. :. ... Y 7. Deck:C-15/32 Incline:2 { "GAFGLAS Flashing"or"Ruberoid"may be used for flashing in any of the Class A,B of C:systems listed below, ; hisiilallon One or more layers perlite;glass fiber,isocyamirafie,ure- When"perlite"is referenced,this includes"GAFTE W PERMA ITE®"or thane,perhte/Lweyanurate composite,perlite/urethane composite,phe- any=UL Classified perhte insula4oA.. ,. :. nol c,1.0 in min(offset from plywood loins 6 WY-;' Crus stone or slag.are suitable alternates for gravel in any of the Class A, Base Sheet One or more layers Type GI,G2 or G3 B or C systems listed Membrane: One or more layers`RUberoid Torch"(SmcbWof Granule), Structural cement fiber bull units are considered suitable.�o•be included 'Ruberoid Torch Plus"(granule);'Rubercid Mop»(Smooth or G anule) as a deck m the illowina Class ,1}irr C systems listed over C-15/32 or NC. or`Ruberoid Mop Plus"(granule). Thy ysa of gypsitiri$off imd r ar%y of the.followin Class AF,fi o;C systems Ca Sheet: "GAFGLAS Mineral Surfaced Sheet",Mn oes not adversel}�effecithe rating.The use of 1/2 m min g psunr bosrd is ap 8: ISeck'C-15/32 : Cap" 3 '`ut �' acceptable alte}xtate for instils orr over C-15 f 32 decks.. `The iise of polystyre ne u}siil�atiori board Between min'3j4in p�hte bid Insulation (Optional): One or more layers perlite, iwi a, fi re glass and �dlecic with x0srn I?a$ ( rhte/eosin paper/polysEyreng/per)ite} i ,a f�er; isocyanurate;urethane, perlite/isocyanurate'compote,perlite/ suitafiYe'afteri�afe for rsocj�anurats.tloa}d iii:.the fb p)vi;ig Cass A{.B 4C urethane Composite,wood fiber/isocyanurate composite,phenolic,any sYBM�C.A `' '• uard�A','BMC11 Tapered EnetgyG , d R!)."and'BMCA tm��' .., � . Base Sheet..Two.or more layers Type G2 or GS. EperSyG "may substitutl for any.Atlasiolyisocyariurate msula- 01i Sheet( onal):, One or more. G1., bon un,at) of kiie.folfowmg Classif}cattons. Y � Y� � f 'Persia 1Vf "maytie'iitilrzed with anq of the follpwing'Asphalt Membrane: One or more.layers"Ruberoid Torch"(Smoot;;i,oa Grqnule), Felt Sgqsstems with Hoto oofing Asphalt';, ''Ruberoid Torch Plus"(granule),'Ruperoid Mop".(SSmoo 1,or Granule) � GAFGI;AS'#t10'Premivai'$ase Shheeeett may be used in any'of the following or"Ruberoid Mop Plus"(granule},;, i.. Cap:Sheet: ."GAFGLAS Mineral Surfaced Cap Sheet'!,lot mopped I GAFGLAS Flex Plyy 6 rs a stutabYe alternate to GAFGLAS Pl 6 `GAPrEw Permalrte Recover Board">na be used m heu ofyan hte Class B yy y P 1. Deck:C-15/32 Incline 3-1/2 msi}lation m any of the follpvngG:Classifications: u:.L Insulation (Optional). One or more layers perlite,wood fiber;glass .Y Class,A,B and,C fiber;isocyanurate, urethane, perlite/is6eyari irate composite, perlite/ Hot rooran�g asphalt,for use w.tth organic and glass felts or modified bitumen ��e composite,wood fiber/isocyanurate composite,phenolic,any "Ruberoid H%t-Weld:'•SBS.;rooEng membrane may,be used in lieu of thickness._ ; "Ruberoid Mop.!'.W product,i in any.applicable Classification,. Ply Sheet: Two or more layers Type G1"GAFGLAS Ply 4 or"GAF- Class A GLAS Ply 6" 1. Deck C-15/32 Incline:3 Cap Sheet Type G3"GAFGLAS Minerab Surfaced Cap Sheet",hot Insulation(Optional) One or more layers perhte,wood fiber, glass filler isocy2ituraie, ur2t(iane;:perlite/isocyanurate composite, perlite/ 2. DeckC15/32 Indfiie.3-1/2 uret e Composite;woo4.fi�t /isocyanuiate composite,phenolic;.any Insulation (Optional): One or more layers perlrte,wood fiber,glass thickness.. fiber, isocyanurate, urethane;.perlite/isocyanurate composite,,perlite/ Ply Sheet Three or more layers Type Gl "GAFGLAS Ply 4" or urethane composite,wood fiber/.isocyanurate composite,phenolic,any thickness. "GAacing. Gravel.hot mopped Base Sheet Two or more layers Type G1,G2 or G3. Surfacing. Gravel: 2. Deck:,C-15/32 Incline:2 Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), I fiber,glass "Ruberoid Torch Plus"(granule),'Ruberoid Mop"(Smooth or Granule) Insulation (Optional): One or more layers perlite,wood fiber, isocyanurate,urethane perlite/isocyanurate composite;perlite/ or"Ruberoid Mop.Plus"(granule). urethane composite,wood fiber/isocyanurate composite,.phenolic,any Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet ,hot mopped. thickness. Class C Ply Sheet: •Three or'.`.more layers Type Gl "GAFGLAS Ply 4" or 1. Deck:C-15/32' Incline 1/2, "GAFGLAS Ply 6". Insulation(Optional): One or more layers perlite,wood fiber,glass Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ Sheet". urethane composite,wood fiber/isocyanurate composite,phenolic,any 3. Deck:NC Incline:2 thickness:,. Insulation (Optional): One or more layers perlite, wood fiber,glass Ply Sheet Three or more layers.Type-GI "GAFGLAS Ply 4" or fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ "GAFGLAS Ply 6": urethane composite,wood filler/isocyanurate composite,phenolic,2 in. Surfacing: "Special Roofing Bitumen"20 Ibs/sq. max. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Ply Sheet: Two or more layers Type Gl"GAFGLAS Ply 4"or"GAF- Class A GLAS Ply 6". 1. Deck:C-15/32 Indine:1/2 Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Insulation(Optional): One or more layers perlite, wood fiber,glass Sheet". : fiber,isocyanurate, urethane, perlite/isocyanurate composite, perlite/ 4. Deck,NC Incline:1/2 urethane composite,wood fiber/isocyanurate composite,phenolic,any Insulation: One or two layers"Isotherm R",4 in.max,hot mopped. thickness. LOOK FOR THE UL MARK ON PRODUCT