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RF-13-1840 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INS P-197209 Permit Number: RF-8-13-1840 Inspection Date:August 30,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: GUZMAN,CARLOS Work Classification: Repair Roof Job Address:30 NE 93 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060130200 Project: <NONE> Contractor: DALEY ROOFING INC Phone: (305)754-9892 Building Department Comments REPAIR TWO LEAKS ON REAR FLAT ROOF WITH Infractio Passed Comments MODIFIED ROOFING CEMENT AND MEMBRANE. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 J,2013 Page 1 of 1 Miami Shores Village -Uv , AUG 13 2 Building Department 1"ON.F.2nd Avenue.Miami Shores,Florida 3108 Tel:(3�05)79.5,2120-4 Fax:(305)7.56.8972 INSPECTION'S PHONE NUMBER:(405)742.4949 FBC i 0 0 BUILDING Permit No. r) PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: +- red City: - Miami Shores County: Miami Dade Zip: Folio/Pawel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Tftk-l-k-)1der):.- —Phone#: Address: City: W11%ml &Qk-a StAe: R-Z zip: 3�—v—5 Ten2vit/Lessee Name: Minc#: Lillail: CONTRACTOR:Company Name: Phonc#-, Address: It A.,e-I o1v City- AJ i A-m t J 40 Suite: rLt/— Zip: 4.. .(kjalifier Name: State Certification or Registration - k'O —Certil-icatet)fCoiiii-,,4,-Ieticy 4f: Contact Mme* Email Address: DESIGNER:Archilect/1-ngineer II-x)ne#- Value of Work for this Permit:$ Square/Linear Footage of Work:. Mav- T.Ve of AVork: UAd,lit km ❑Alteratifin L3NeNv pair/Repla:e LN)emolitic'm X, w f4ED, � Description of Work: 4EXA11- --1- CeftA C))J 4@qy- 1-t4v- f-WIC- h4l WWI (0%6m Ali M gev LnCe &0 Lf -9-X 10 W) I y- 0 L-f- IA V S I-&A-JaC7041 90 L-f- 9)e v lIkISTAa 19 oc to .�r-Color thru tile: Submittal Fee$ Permit Fee$ CCF COICC Scanning Fee$ Ration Fee DBPR$ Bow Notary TraininglEducation Fee Technology Fee$ Double Fee$ Structural ReNrlew$ TOTAL FEE NOW DUE Bonding Company's Nano(if ay-)plicable) Bonding Comlxtny's Address City State Zip Mortgage Leixter's Name(if applicable) Mortgage Lender's Address City State Zi Application is tnxeby made to obtain a pc:ra»t.to d, the work and itistatllations as indicated, I certify that nxo work or installation has cotmnetxed prior to the issuaut:e of a permit aux) dvt all work will be perli,rmed to meet the staudards of all laws regulating comtruction in this ittrisdictioo. I understatui that a separate permit must be secured for ELECTRICAL WORK.PLUMBING.SIGNS. WELLS.POOI-S. 1-URNACE9.BOILERS.HEATERS.TANKS acid AIR CONDITiONI RS.ETC..... OW'NER'S AF'F'IDAVIT: i certify that all the foregoing informetion is accurate aixi that all work will be done in complimice with all apf&able laws regulating constrttctk,n and zaniing. "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: cnrulition to the issuance of a building pennit kith an estimated value exceeding S?500, the applicant nnust promise in gcxxl U tar a crpv of the notice of conorkencernent and construction lien late brochure will lx•deGtvrzed to the person )chose pwperty suhlec to a ninwnir. Also,a certified copy of the recorded notice of com►nencennent must he posted at the Kb site for the first in ctiori %t ich -curs seven (7)days after the Building permit is issued. In the absence of such posted notice, the inspectiort,vi no he ap r_ and a reinspection fee will he charged. Signature Signature Own er or Agent Contractor The ii,tt 0 g instr tent as acktx,wtedged beti.,re nie this I— The foregoing instrument was xktx, 1 ct bel'inta s t i day o f ' .2)11.by Q[J"I–1�,(0-l(A ) day of 20 1� ��/�� who is personally ktx,wn to mc;or wlx,has fir'o duced wtx, . persunatly kix)wPentificatk-in e or who has firodticed As identification anxi wlx,did take an oath. as t and wlx7 did take anoath. , Rache' Mendoza N+[)TAR PUBLIC: NO Y PUBLIC: ;°��` ' �c': ;�#EE 135523 RQ-.WT,,'03,2015 fi ��'�i ,f;:.•°• WW 'A,e ©NNOTARY.eom Si n: t L US �j Sign: ` Sig m, rAjo Print: •I My Comn) Expires Sep 23,2015 Commission #EE 128810 My Coinmission Fx?ires: My Cotnnlissi n 'x 4tfr,��i�p 1 - 1`h Bonded Through National Notary Assn. APPROVED BY Plans Examitx:r Zoning Structural Review Clerk {Revi�cd.'+1i'J2U1 }iRevi ciU7/ItllU7)(ReciwdiNlltr('t1tt4)f[tefiviedNIS04) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Miami shores Village APPROVE-D D DATE D � '� Florida Building Code Editi DEPT � � 1gh•Velocity Hurricane Zone Uniform Permft Section A(General Info TTO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Master Permit No. ,e� J Pro Contractor's Name 92r/AJ g LAIC, .lob Address A, 3 S " ROOF CATEGORY I)j<ow Slope U Mechanically Fastened Tile U Mortar/Adhesive Set We U phaltic U Metal Panel/Shingles U Wood ShingleslShakes ingies 1� U Prescriptive BUR-RAS 150 V agS VfA r ,_ ROOF TYPE ew U Reroofing U Recovering ?N8epair ❑ Maintenance ROOF SYSTEM INFORMATION (SF) Steep Sloped Roof Area(SF) Total(SF) Section R (Reef 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 Pi 1 FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Section C(Low Slope Application) Surfacing: 6jzL Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used,identify as"NA") Field: "oc @Lap,#Rows 2'@ oc System Manufacturer: ��'/ /o Perimeter: 7 "oc @ Lap,#Row @ "oc Product Approval No.: y J Comer: ("oc @ Lap,#Rowsy @ "oc Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Board: Pmax1• Pmax2• t Pmax3: ��' Field Perimeter Comer Max.Design Pressure,from the specific Product Approval system: Illustrate Components Noted and Details as Applicable: Deck: Woodblocking,Gutter,Edge Termination,Stripping, Flashing, YPe' Continuous Cleat,Cant Strip,Base Flashing,Counter Flashing,Coping,Etc. Gauge/Thickness: Indicate:Mean Roof Height,Parapet Height,Height of Base Flashing,Component Material, Material ickness,Fastener Slope: Type,Fastener Spacing or Submit Anchor/Base Sheet S No.of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: e / Insulation Base Layer: Base Insulation Size and Thic Base Insulation Fasten onding Material: N Parapet Hei ht Top Insulation er: Tap Ins on Size and Thickness: To nsulation Fastener/Bonding Material: Mean Roof Base Sheet(s)&No.of Ply(s): Height e S eet Fast ner/Bon i g Ma Cg rL. Ply Sheet(s)S No.of Ply(s): Ply Sheet FastenerBonding Material: Top Ply: i'y z to I X �rl� Top Ply Fastener/Bonding Material: walr�— FLORIDA BUILDING CODE—BUILDING 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. theAesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) foArt-he 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. 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 CO-_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 contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. O'Mr 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be wewe 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. Oion-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 / / roono-fin}g 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 _ 1 erioa ed from a build up of water, Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of e structural a mbly(the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial c n er additional venting which can result in extending the service life of the roof. Owner Age ' gnature Date Contractor's Signature 1;310 One 4C7 Property Address Permit Number Rev.1/20/2005,Computer Services,Building Department M I A 11A hD MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDIN0 BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1013 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) j GAF Material Corporation 1361 Alps Road j Wayne,NJ 07470 i SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID®Modified Bitumen Roof System for Wood Decks. LABELING:Each unit shall bear a permanent label 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 daze 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 revises NOA No.07-1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L.Acebo. V--/' NOA No.: 09-0224.01 Expiration Date: 11/06113 Approval Date: 04/08/09 Page 1 of 31 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShicieNon-Asphaltic Fiberglass-Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLASO#80 ULTIMATM Base Sheet,STRATAVENT®EliminatorTm Nailable,RUBEROIDo Modified Base Sheet,RUBEROIDO MOP Smooth RUBEROV 20,RUBEROV SBS Heat-WeldTM Smooth or RUBEROV SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below;. Fastening Options: GAFGLASO Ply 4,GAFGLAS®FIex 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 4,GAFGLAS Flex Plym 6,GAFGLAS"#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac 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 Lanitution#7) GAFGLAS®Flex PlYm 6,GAFGLAe#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. (Maxifnum Design Pressure 52.5 psf,See General Lin*adon#7) GAFGLAS®#80 ULTIMATM,RUBEROID®20,RUBEROV Mop Smooth,base sheet 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. (Mariwum Design Pressure-60 psf,See General Li naadon#7) GAFGLASO'#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or#15 Screws and 3"Drill-TecTm steel plate or Drill-TecTM AccuTrac Plates, I2"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#) Any of above Base sheets attached to deck approved annular ring shank nails and 3"inverted Drill-TecTM 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) NOA No.: 09-0224.01 eC Expiration Date: 11/06113 Approval Date: 04108/09 Page 29 of 31 GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Trill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTm steel plate or Drill-Tedm AccuTrac 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. (Mocimum Design Pressure—75 psf,See Generpl Limitarfien#7) Ply Sheet: (Optional except over RUBEROID6 Modified Base Sheet,RUBEROIDte MOP Smooth,RUBEROe 20,RUBEROe SBS Heat WeldTM Smooth or RUBEROe SBS Heat WeldTM)One or more plies GAFGLAS*PLY 4 or GAFGLAS®Flex P1yTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq.or RUBEROe Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROe Torch Smooth,RUBEROe Torch Granule,Roof MatchTM APP Torch Granule,RUBEROe EnergyCapTM Torch Granule FR, RUBEROIDe'Torch Plus Granule,RUBEROe EnerpCapTM Torch Plus FR,or RUBEROe Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROe SBS Heat-WeldTM PLUS,RUBEROe SBS Heat-WeldTM PLUS FR,RUBEROe SBS Heat-WeldTM 170 FR,RUBEROe EnergyCapTM SBS Heat WeldTM Plus FR,RUBFJkOe SBS Heat-WeldrM, RUBEROID®SBS Heat-WeldTM Smooth,RUBEROe ULTRACLAD®SBS and RUBEROe SBS Heat We1dTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional, required if RUBEROe MOP Smooth or RUBEROe 20 is top membrane)Install one of the following. I. Gravel or slag applied at 400 lbsJsq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbsJsq.or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS"Mineral Surfaced Cap Sheet,GAFGLAe Energy Cap Mineral Surfaced Capsheet adhered in a full moping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak Bustefm MatrixTM 303 Premium Fibered Aluminum Roof Coating,at 1.5 galJsq. 4. Leak BusWTM MatrixTM 715,Leak BusterTM MatrixTM 322,TOPCOAT' MB+,TOPCOAT Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT®Surface Seal,TOPCOAI'e Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. MAximum Design Pressure: See Fastening Above NOA No.: 09-0224.01 Expiration Date: 11/06l13 ou ApprovaI Date: 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply's b when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or %x" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.,or mechanically 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 side lap 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 IT 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 S. 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 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 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (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 to 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.e.perimeters,extended corners and congers).(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 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09-0224.01 Expiration Date: 11/06113 s NTY Approval Date: 04/08/09 Page 31 of 31 TGFU R 1306 -Roofing System.; Page 14 of4it Prifisert—"Fire Out'applied at ODW Sheet., Clio ply Type G2"IGAAXAS 475 Sai;C-Shea"', ;0*75 bzsm Shoat", mechanically fastened. Membrarm, "Ruberaft!Torch GranuW' rr"Rubpiroid Tc.-ch Granule I"or"Ruberoid Torch Granule Plus'or"Rube.,O)d Tor6 Oft"heat f1i red. 50,Vackv C-15/32 112 Pvimev:—"Fire Owe'appUad at).-gai/1000-fto Base Shaigti—One ply';pqi G2"GAFQLAS V75 Bass Shoat",or"rri-Ply 075 Rose Shoat", roueharocally festoned. Pily Shw1(Optiovrxi)., — One ply Tvpa G1 or Type GZ, niechatr:Wly fastened. Manobraner—'Pulberoidrorch Gnnuld'or'Iftwivrold Tonh Gratwla V.N"Rubar6id Torch Granphli Plus"or"Ruberoid Torah Fe heat fused. 11.Pet*-. N(; Incline,, 1/2 Insuletion(Optllonal)&—Min 1/2 In. -wood fiber, mechanically fastened. Slip fifl (Cipligriat)l —I ply"StoririSafe'mechanically faztane4, Iftsw Shesh—One ply"Liberty SU$off-Adhering Bvse/Pf* SbG*t:'or"Rutwqid IRA Base/Ply Sheet"self achared. Hembraven—sins ply"RuDerold 5B5 Heat Weld 170 PP' or"Itubwold 30 OF"or'lluberald MnerqyCap SO15 30 FW or"Rubs-wold 55S Hms"Areld Plus FR"heat fused. 52,oeck;c-15o2 Incline, 1/2 %naullotiort(Opboml)i—Any UL Classified,any th-okness,mechanically fat;tanad. Sorrier board.—minimum 1/2-10,thick gypsum board or minimum 1/4-1n.thick G-P Gypsum Corp 'DonsDack Q Rooftwd"nr `Donsl)ezk Primee.,Ro0board" or"DansDvcL DuroGuard - Xlx0oard"mechanically fUtOred, 30"Shott:—One Ply'Llbelty$DS Self-?Adhering 6ar,*Rly Shw"or"Itubaroig$A Base/Pfy Shears•C,611'adhered. 140mhmnai—Cane ply"Ruiii0evid SOS""t Weld 170 FIV or"Rubefold 30 FR"or"lituberoli;l SnergyCall SSS 30 FW 00"RuborOid SBS How'Nold Plus PP." heat fused, s-- Deck.,NC Primen —'Fire Out'applied wit Sam Shook(Optiamol)i —Onc •iv"UbertV MA Base Sheet", Ply Sheet:—One ply 1;1bemy SOS Self-Adhering Baso/Ply Sheet!' or"Rubervid SA r3ase/Ply Shoat"self adhered- "P shay t: --One ply"Liborty Fit SH Self-Adhering FR bas Sheet" or"Rubvotd SA Cap FR$neetl self adhcr,,e- 1;4 Peck:C-15,132 Inclinpi :.112 priw!r.— "Hoe OUV ap"Red at 1-Qa:/2004t,. ------ Slip Sheet I ply mechanicaily fasnelled. save Sheet(Opoprial);—one ply"Litiatty MA Sam Sbast",muc�,anicvily fastened. Pty Shewts—One ply'Liberty 5GS Self•Adhering Base/Ply Sheet"or'Rubaroid SA Base/Ply Shoot"sal!f vdhs rap Show, —Ono ply"Liberty Fit US Sot Adhering FR Cap SN,4rt"or'Rvbvold SA Cap FR 84*et'self adhvired, 55 oack;NC Irldinc.-1 Insulation(OPOOMI);—pailto,fiber 918U, petvisocyanwraft, urethane ar parlite/Dolyisoryanurate composite,offset 6-:n.from joints. Faso Shamt.—One or more plies Type 62"GAPffiM $76 Rase Sheet',or"Tri-PIV V75 Sass Shftt',or Type G3"GAPOLAS Mineral Urface,il Cap Sheet',or'TrI-Ply Mineral Sutbrod Cap Sheet", hot mapped or mechanically fastened. VIV 6hool(Optionalf).—rune or more pik"Type Cit, hot mopped In p4ica, Neintitune; —rune ply "Rubaivold Torch 114+ 8h"or'Ruliamid moo Smooth", Membrane,—09v ply "Rubwold Moo 1XV, $6. Deck*MC Insulation(Optlonal)f—Poly Is ocya nilrotv,wood fiber,perlds,glass fiber,Any thirPne.xs, hot mopped or mechamcally folitenae Base whosti—One or more pil"'rypo G2`0ANLAS,*75 Save Sheet', :°--tri-Ply 075$as*Shoot", Ply ShW t one or snore pli""Atibetoid 10",hot mopped in piece. Marritwariat One ply'Ruberoid SOS hares welded in place. 57 Backe C-1 5/32 Incline, 1,12 glas*Sheet;—Two or MCC*pliot,TW4*72"GAKLAS 0S$",a Sheet"or'Tri-Ply 975 We Stieitt", mocharlica3y famen*d, Mornb• not—One ply"Ruberaid$85 heat Weld Plus F11V cr"Rtiberoid 0119 HeOVisid 170 FR'beat welded in place.