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RF-17-1017 ry � 17-1017 shO. y� Miami Shores Village Oermk Type,Roo# 10050 N.E.2nd Avenue NW b esa#�Ceffon:Tiie/Flat Miami Shores,FL 33138-0000 It ho� Pette Staters:APPRt)VED Phone: (305)795-2204 F`OR`DA FExpiration: 11/ 4�/2017Issus gate.518/20'17 Project Address Parcel Number Applicant 87 NW 100 Street 1131010180380 Miami Shores, FL 33150- Block: Lot: MUHAMMAD MAINUL I CHOWDF,€ Owner Information Address Phone Cell MUHAMMAD MAINUL I CHOWDHURY 87 NW 100 Street MIAMI SHORES FL 33138- 903 ALTON Road MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone $ 21,700.00 TBS ROOFING SYSTEMS INC. 305/265-2654 Valuation: __. __......... ......... Total Sq Feet: 3100 Type of Work:Re Roof Available Inspections: Additional Info:REROOF FLAT AND TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-4-17-63674 CCF $13.20 05/08/2017 Credit Card $500.00 $378.96 DBPR Fee $4.88 DCA Fee $4.88 04/12/2017 Credit Card $50.00 $328.96 Education Surcharge $4.40 05/08/2017 Credit Card $328.96 $0.00 Permit Fee-New Roof $325.00 Bond#:3398 Scanning Fee $9.00 Technology Fee $17.60 Total: $878.96 In consideration of thA issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pran reto and i strict formity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In ag this p it I ssu a esponsibility for,all work done by either myself, my agent, servants, or employes. I understand that separate permits are re for ELEC RIC P U BING,MECH LAICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OS AFFID IT: rtify that II the regoing information is accurate and that all work will be done in compliance with all applicable laws regulating ction and oning. the or I u rize the above-named contractor to do the work stated. May 08,2017 t rize gna ure.Owner / Applicant / Contractor / Agent Date Buil ing Dep rtme t Copy May 08,2017 1 ��n� e � �q�er( z �!5V� Miami Shores Village VF® V'' Buildin Department APR 1210, 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC20 <<-r BUILDING Permit No. A l PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 01 City: Miami Shores QCounty: Miami Dade Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): fA C► \ Phone#: v Address: D� I A) �66 CA City: State: Zip: _5_3 15�C7 Tenanta see Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: City: ✓lll'\ I State: :15VL_ Zip. Qualifier ame: 6\S ��ci Cr Phone#: State Certification or Registration#: C CC i__5Z 4O certificate of Competency t Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ I O a Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Color thru tile: Te Y f g=++_! �x��x�x��:x�:xx:x��:xx:x����x:xx�:x�axxx���xx:xFeesxxxx�xx�xax��xxax�xxxxx��a��x�x�xxx:xxxx�xx�x Submittal Fee$ Permit Fee$ � CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$-Q, Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT."' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi oc rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be d a reinspection fee will be charged. Signature Signature Owner or Agent Contractor 1 The foregoing instrument was ackn ledged before %Aho he foregoing instrument was acknowledged before me this day o 1q I ,20 by y of 1�1 ,20 by who i personally known tome or who has produced is p rson lly known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAR UBLIC: NOT LIC: f i )fl gn• Sign: t: o DANI L P EZ Print: �' . : Notary Publi -Sta a of Florida r° " 's REZ My Commission Expire N„ "o Commissi # 044769 M�Commtission _ r Notary Public-St to of Florida y Comm.Exp Nov 3,2020 =;�,� Commisslo # G 044769 M %Fob�l% ' My Comm.Ex Ire Nov 3,2020 ss����x:xxx�x�x�xxx:xxex��xxaxxx��xxx �x .x� x:x�x��x�a��xxx��xx��xx�xaxx:x�x::xx�x�>kxxa�x�xxxxaxxx� x �xx APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 P.O. Box 823612 Pembroke Pines, FL 33082 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T&S Roofing Systems, Inc. Test Date:06/30/2017 Permit#RF-4-17-1017 Property Address: Chowdhury Residence 87 NW I Oe Street,Miami Shores,FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Boral Roof Tile 21.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (T1-T10) 10.00 sq. 10 As per FBC 2014 Passed Field Area: (Tll-T21) 11.00 sq. 11 As per FBC 2014 Passed No.of Comer: (T22-T47) 26 26 As per FBC 2014 Passed Ridge Areas: (T48-T55) 80 pcs. 8 As per FBC 2014 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB2 EnWifilgering Inc. (NOA 09-1005.01) An on ce do, PE Fla. g : 36466 0G 13o Ja.cIa- ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18"Avenue Fort Iaaderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954)301-7776 ' Y Z 73 1 9 �t Tip z v-r Z� TT IV, 7-74 Tq "til 15o I T Z Tf?' 7 4 TO 73 it 7 ly 35-36 I IN, \161� AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE.FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami-Dade County Building Department 11805 Coral Way, Suite 111 Miami,FL 33175 Re: Owner's Name Hn 1 �O_M V-V\J Property Address e7l )!jGC) ]C)® 4rer_� Roofing Permit Number R F-4 _I-i- ilk r-7 DearBuilding Official: I I LCU I .S I CA certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. ali n7� §iinature of Qualifying Agent " n. -C) Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this e_1 day of ,20 1'7 (SEAL) JANETTE DIAZ MY COMMISSION#(30035834 Personally known EXPIRE 2020 or Produced Identificatio Ci\Dvmc a.d SeM.p1nclWy Docume O\.S6n a.l Gmpb_2\R-r kg AM&d t Comph.-9 26 07p01.bl..d. 04, Ct VV- 1611 r,uY "Ice se s bee ck\\ . . .... ...... S e • . ...... .. . ...... ...... ...... .... .... . . , ,_Ci •..• ••.• ..••• O b t • • • • • v� • M oe °�"' ; t op .MIAMI" s "Delivering Excellence Every Day" J MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS i It is the responsibility of the roofing contractor to provide the owner with the required tCoofing permit;-and"to explain to the owner the content of this form. The owner's initials in the designated space indicates-that;te item has been explained. P4 L 1 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) 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. 1Vl 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) ••• ...... L 3. Common roofs: Common roofs are those which have no visible deline4j V.6etwee�neighboxjiVk• units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing-contractor and/q4... owner should notify the occupants of adjacent units of roofing work to be performed.." :...:• /YlL 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of flie roofdeiking; ;I viewed from below. The owner may wish to maintain the architectural appearance;-thmefore, roofing nail •� penetrations of the underside of the decking may not be acceptable. The owner prAdes the optiQmW • maintaining this appearance. •...0. 1BC 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 roofing system is removed. Ponding conditions should be corrected. /Y1,(, 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 (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. /nL 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. Owner's/Agent's Signature: ' Date: Contractor's Signature: FT ___ ____ Permit Number: Property Address: _ a 1 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Re: Owner's Name Property Address T Roofing Permit Number 0000 Dear Building Official: 6.9. 0•••. Y• • 0000 • Arm ftJ (uJ* certify that that I am not required to refraft•the t'o6d�'to wall••0 9• 000066 • 6 0 conn,c ions of my build g because: Soso • .0696• • •••66• ••6• • •969• • • •69.9• •• • •9.69 The just valuation for the structure for purposes of ad valorem taxation in legs than$30CAM.00.0 6••6 0 •06699 • 08 � . . 000000 000. The building was constructed in compliance with the provisions of the;Flgt'ida Bu0'ilc�ing Codq 0 0• (FBC) or with the provisions of the 1994 edition of the South Florida'Buirding add�k l 994 • SFBC . s Sign perty Owner cls � r P`a�'. D NIEL PER 2 Print e y Not y Public•Stat of Florida Co mission#G 44769 'N9rF OF F��PO`, STATE OF FLORIDA COUNTY OF MIAMI-DADS My C mm.Expires o 3,2020 Sworn to and subscribe before me this day of ,20 9� (SEAL) I V t Personally known or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. 3/31/2017 Property Search Application-Miami-Dade County r _ $ Ad OFFICE APPRAISER Summary Report Generated On:3/31/2017 Property Information Folio: 11-3101-018-0380 87 NW 100 ST Property Address: 3 tib` Miami Shores,FL 33150-1268 MUHAMMAD MAINUL I Owner CHOWDHURY ,< z SHAHNAZ PARVIN Mailing Address 87 NW 100 ST MIAMI,FL 33150 USA " PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ ' ` � 0101 RESIDENTIAL-SINGLE ' Primary Land Usetv x° FAMILY:1 UNIT AV Beds/Baths/Half YZ4� f Floors {, Living Units Actual Area 3,128 Sq.Ft aJ &Jt., Living Area 2,301 Sq.Ft ••• Taxable Value Information .'. • Adjusted Area 2,661 Sq.Ft • ' Lot Size 22,140 Sq.Ft •• 016 .-:20151 ••••;814 County ••sees ' ;..••: Year Built 1936 Exemption Value $ 0, 0 d$90'@00 ..$40.000 Assessment Information Taxable Value $¢10. $407,065 •$4(!3!438 Year 2016 2015 2014 School Board e• so • " e•00:0 Land Value $414,505 $306,169 $254,355 Exemption Value 25,00 e$25,0Q0 •:i;5i0 Building Value $185,206 $185,206 $180,415 Taxable Value $!35,264 432,065 : .498 XF Value $26,726 $21,069 $18,668 City •• • "'s Market Value $626,437 $512,444 $453,438 Exemption Value $50,000 $50,000 $50,000 Assessed Value $460,264 $457,065 $453,438 Taxable Value $410,264 $407,065 $403,438 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2016 2015 2014 Taxable Value 1 $410,264 $407,065 $403,438 Save Our Homes Cap Assessment Reduction $166,173 $55,379 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Sale Price Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Page Board,City,Regional). 28510- Financial inst or"In Lieu of Forclosure" 12/17/2012 $280,000 3271 stated Short Legal Description 28149- Financial inst or"In Lieu of Forclosure" NAVARRO SUB PB 12-59 05/30/2012 $258,900 3150 stated LOTS 9 10 11 &12 BLK 4 27131- Sales which are disqualified as a result of LOT SIZE 205.000 X 108 10/20/2005 $100 4892 examination of the deed OR 20580-4132 09 20014 COC 23951-1526 04 2003 5 04/01/2003 $0 22292- Sales which are disqualified as a result of 2582 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: MIAMI•DADE Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" '�-1- Section A(General Information) 3 Master Permit No:F Process No: Contractor's Name: �T AND S ROOFING 87 NW Job Address: 100 ST Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other:11 Roof Type ❑ New Roof Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑Yes ❑ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information •••• � I 0000.. 1100 10 Low slope roof area(ft.2) Steep Sloped area (ft.2) 2100 Total (ft.� 3 � •• '. 000.00 0000 0000.. Section B (Roof Plan) 000900 • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers end ouerflowi4M*�. Inclip. dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locitio�n of p@;apets. . . 0000*0 Perimeter Width (a'): Corner Size(a'x a'): 99 000000 • - 0000.. 0000900 . 0000.. I � 9 � 8 27 22 11 0 �`7` I -8-11 8�i p' 9 i © --- -- 3 14 4 0 22 11 34 (110,,. 7 i 3� 3 ; 10 33 22 27 Ll 20 l 8 - 23 RECEIVED APR 12 2017 } 1 Miami-Dade Countij i-iVHZ Electronic Roof Fermi€Four Section C Page(Lomat Vo(oe BUR Roof Systerols) t=ill In the specific roof assembly components.If a component is not required,insert not applicable(n/a)in the text box. Roof System Manufacturer. GAF Base Sheet(s) #75 BASE SHEET Product Approval(NOA): 13-1022.15 NOA System Type: Base Sheet Fastener/ Bonding Material: Wind Uplift Pressures,From PAS 928 or Sealed Calculations: (P1) Field: 42.8 psf (P2) Perimeters: 71.7 psf 11/4 RS NAILS _ � Ply Sheet(s): (P3)Comers: 108 psf PLY IV(2) Maximum Design Pressure From NOA: i -52.5 psf Ply Sheet Fastener/Bonding Material: (P2)Perimeter(a')Size: ft. (P3)Corner Size.a' ! (x)a'= _Roof Mean HeiASPHALT TYPE N Roof Slope: ght: 12 ft. Top Ply Sheet: Parapet Walls: No Yes I Parapet wall Height: N/A ft. MINERAL SURFACE CAPSHEET ' —5/8"Plywood Deck— Top Ply Sheet Fastener/Bonding Material: INC Manufacturer i ASPHALT TYPE IV Compressive Strength: psi Support Spacing: F71 ft.o% Optional Surfacing: Existing Roof(For Recovers Only): •••' • 0 Fire Barrier. • 0 0 0 0 0 0 Fastener Spacing fo?99%4 S eet A ac fent: 000 000 0 0 000000 , Lap Spacing •••• • • • • Vapor Barrier. 0 • 000006. _7 F-911n.01C w E;Iin.01C 00000 r WWI Anchor Sheet: P2 Perimeter. 6 4 0 0.0•. 0 in.o% .0 0 FOw s in.o/c •� (P3)Comer in.o/c EVOW(s) o 'n.o%f •000Anchor Sheet Fastener/Bnding Moaterial: • 00 0 0 000000 Wood Nailer Type and Size: • • •• Insulation Base Layer Size&Thickness: Wood Nailer Fastener Type and Spacing: insulation Base Layer Fastener/Bonding Material: —Galvanized Edge Metal— Insulation Top Layer Size&Thickness: _ —3"Face 26 Gauge— i Insulation Top Layer Fastener/Bonding Material: —SELECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: Number of Fasteners per Insulation Board: 11/4 RS NAILS Field: Perimeter. Comer: —SELECT PARAPET WALL COPING MATERIAL— —SELECT COPING METAL SIZE OR THICKNESS- -SELECT COPING METAL HOOK STRIP SIZE— Parapet Coping Metal Attachment: Reset Form Print Form 5 • �O�t6��•�,�� S�.�aa���.�c�oon�.�p'��'red'�Tf�Jl9]l�']�.®o9f�� F1�'ort�. nA�Jitlering�'relle�rre.�va�yp3ay� 11jusgrato components Noted and Deft"Ifs as App➢uoaWe: ------------- sees TF •0 • .... . �7�•t�,713p�,{ • • ll�DJI lf't ...... .... 0000•• 0 0 0 Ou �o� 'ti 6060*: 0000 f 0000• ROOMemHeight: E�I� sea*** 1�1 It •a.••• • • Drip Metal 0 x3 GALV 26 GA ' .. ... -� Rillp NOW TOP PiT l�Q e MINERAL SURFACE GAPSHEET lfelrples: PITY IV(2) . !f •ry'1 j 7' base RUA: ���'�`��:���-� ° • �� '� #75 BASESHEEC Za . Ve&k rypee 18 GPX PLYVVooD yADF,COUNV t I JV/A�ilU hl ) PRODUCT OL SNCTIION 11805 sW 26 Street, Room208 c a 0-10 1 ,.•' Igaro,Florida 33175-2474 DIPARTNIFN�OF R�CULA IE CONO1VmfC1�Ol0Ytus TER) T 786)315-2590 F(786)31525-99 TORYAND $0ARDMD CO)DV-0Mn0TRATI0N)DW0ON Fy V.Miardialde, mleconomy N®TcIIII ®ff�.a;���c`ANcCE ®A) GIG 71361.Alps Road. waynne,NJ 09470 Son,: ations overning the use bf canstnaction This NOA is being issued under the applicable rules and xegul g _ The do cementation submitted has been reviewed and accepted th P�d�wheree a]Ilowed by the Authority materials•Th Pro duct Control S ection to b e used in Miami Dade County and Having Jurisdiction(AID). V,The Miami-Dade COuntY product This NCA shall not b e valid after the expiration dae�db areas oolo ther than Miami Aad Co Mty)ct or Miami Dade County)and/or the ( ores.If this prole Control Section roduct Or mate tested for quality assurance perp tto have this p ense of such testing reserve the right • e Modify,or cusp end the use of such product or material within their 0000 0000.. material fails to'p erform in the accepted r,the�,ufacturer will incur e e •arnl Dad4 Cp�t3' • and.the AHI may immediately r igh � ed b 1VI1 ght to revoke this acceptance if it is determine Y ••• reserves the right to meet the requirement of the apyI tabl8 ago: jtiuisdiction. R product or material fails •••••• Product Control Sect'onthatthi s p 000000 . building code. theFlo �'d• �g C:d::. dhas been designed to comply wi 0000. roved as described herein, Code. •••••• •• • This product is app ••••• gh Velocity Hurricane Zone of the Florida Building . including the Hi •• •• •• •••••• mod.Decks- 0000.. • �1U hoof Systems for W • CAP`CoVol tioual]Basil - p • ]DF,SCR ®Ne 0 0 0 0.. cturer's name or logos city,�ate an ••••• �AB�p,1NC e Each emit shall b ear a permanent lab e1 with the manufa 0000.. "Miami Dade County Product Control Approved%unless•otherwise noted'�e>�rL •••• 0 • following statement.' lication has been filed and there has been no N��rA�of this NOA shall b e considered after a xenewthe performance of this Product- , roduct. change in the applicable building co de negatively affecting p , nation date or if there has been a revision ox change in '� ERMNATION of this NDA will occur after the exp• rocess.Misuse of this NOA as an endorsement of any the materials,us e,and/or n mafactiueo £ethe px ulposestsh I automatically terminate this NOA.Failure to comply product,for sales,advertising or any p with any section of this NOA shall be taus a for termination and temoval of NOA• Florida,and followed o The NOA numb or Preceded by the words Miami Dad °fie NOA i.s displayed,than �V)ZRTjS1E�'p e n ed in advertising literature. ff any portion by the expiration date may Y it shall be done in its entirety. b e rovided to the user by the manufacturer or its distnbutoxs IL�ISp C90N:A copy of this entire NOA shallp and shallbe available for insp ection at the job site at the request of the aBes l Off 1 6' This NSA renews and renis es NwaOsA viewed y large L Ac-bo3-0424.09 and of pages The submitted documentation l �aspnn•atnon dates 11104118 &MIAMI.DADECOUN Y 3 Approval Date:a111061'd' �C� • I F,OOFIN goofmg GatQ ® BU Snb_�ate o Fiberglass atm al, • Wood DeelZ e° essrnre: 75 psf. R�ffinl,l9esa H41Pr TURID LID BY ATPL 0-F -froclud JLC"' Test D8,�e1CD. tl®11t 1a55 plat ' e ��®� ated and.coated g ]IDinu� � Typ e St asphalt imp1egn JPtt— o 1 meter) AST,4114601 lass 39.3'1 ( base sheet. fibexg Fide e 71 asphalt irnpregted and coated, GAFGLAS°#75 Base kSTbLD4601 Type, Sheet 39.37"(1 meter) base sheet. felt with asphalt GAFGLAS°#8D Ulama t Wide Type vi asphalt impreg�`ted glass TMD2178 •••• AS • Base Sheet 39.37"(1 meter) coating. •alt with •••••• GAFGLAS°50,�I 6 Wide haltimpregaatedgv•. .... 00 TIAD2178 TYPON asp 00.00. .000 .0000. 39.37"(1 meter) coating. ••••••Sheet surfaced . . ®I'1 4 ass fiberItMaP :••••: GX,AS Y Wide t coated,gl 0 0000.. GAF TMD3909 Asphal 0000 0000. anules. ® 39.37"(l meter) pith m n-aal gr ber .... . eet;aced 0 0:0 0• GAFGLAS Mineral Wide s fi .. 0000.. TM D3909 Asp ated,g lied halt co �� tl��rac��a� .• Surfaced Cap Sheet AS mineral gr es wi ' 39.37"(1 meter) with m � 0 0 0 0 0:. GAFGLAS©EnergyCap ode BnergyCote trih sides w�1 0 • 0000.. Bl Mineral Surface lass base sheet coat o sidewitmLef AST14D4897 asiph9t•Smfacedonthebottom etory Cap Sheet eter haltic coating with f�. ° tataveue 39.37"(1.m ) granules embedded in asp Gp,FGLAS S Wide Ehnator perforated perforations. egnated and VentingBaseSheet Anailable,fbesglassbaseeetimpr cedonthe ® 7„ 1 meter) ASTMD4897 coated onboth sides with 'moo Sum 39.3 ( eral gr�ules embedded in GAF GLAS®S�ayent Wide bottom.side wig Enatos Mailable 8-Iphaltic coating' • Base _ ovenPolyestexmatcoatedwithpolymer- Ventmg D6164 Non W 00th surfaced. l meter) modified asphalt and sm cly,ner- 39.37"( meter mat coatedwl p -puberoid°SBS Heat- Wide Non Wevenl'o13' 00th surfaced. yyeld Smooth 1 meter) ASTD6164 m0�,ed asphalt sm 39 37 ( } tbase sheet reinforce with a R-uberoie SBS 'eat- Wide SBS mo ed asp �feld�`25 1 meter) ASTMzy6163 ermat• 39.37 ( gds ' th olymol: gLlbexole 20 WideNonwovenpolyestermaoothtsurfaced. 1 meter) ASTMD6164 halt and sm TO1,4cp Smooth 39.37"C1 mo ed asp gube N®A� rparation Date. 11104118 m..... ate: 11106114 page 2 of 1G MIAMt•�A�o COUts"� t1L1ED BYAI ®�.81L i TRADENADO 'j� JL>E 7l Product Test 1LDesc barrier coating• �u,and Pxoprietary LowVOC,`h'aterbased gix'Ole FireBaxxier 5 55 gallons ent. titin D226 Non Asp cFibmels-BasedUndexaym Co g 350 sq-ft•xo11 V'ersaSbield°Fue lastic rubber gesistantRoofDecic Solvent bled sprayablethermop droof Protection sealant design AsTMD6083 edto proteot and.restore age Topcoats' Slirface Seal 5 gallons sur�LceS andto increase aroofs xeflectmty SB ®NS" 'j� DIE ipl[gOV ED 7fNS�� 1p7[ayyuaffacta�erc ]fir®d�ectlOesc>raWtioniitl�Cn NoA1 • • OAF 0000 0000.. •Dzmdtu� II elation •• •••• • to f°a%'nS 6 • �°1y1S0°ya7]-VSa' •••••��' •••• ••..•• Guaxd�`polyiso bs�ation elation •••0•• 6 Enex urate foam GAF ...... �' Polyisocyan 0000 6 . n gAPolyiso Insulation to fominsulation. •••••• Enexgy and y ry] sory ura 0 0 0 0 Gt�F . 0 0 0 0. W.on .0 olyi .7" 000.00 .. . 06.900 d gNPolyiso Insula d.. . ationboar 0000 GAF . .. 0000.. $nergy�� Perlite insul i, En gyGuaxd2erlite Roof Insulation :00:0: 6 9 er Perlite recover board 000000 ecoverBoazd •"' Ferlite R dation with high Cruard ate foam ••...• Energy soc an" to erlite •• ••• • gACompositeFolyiso PolyibboardoxPeIli p '.; EnergyGuardT" density Insulation insulation United States GYPs"m Corp C�p 5ecluock° su roof board Ble GpmFiberRoofBoard dgeFiberboaxd,mac• Boardughdensity�xberboaxd GeorgiaPaci:c CyPg=L'-C Structodc,?M&Dem1tYFiber Gypg=board DMSD eck®Roof Board • I II . III Pd�A. �3-1022'1' � 1>tatbonDate. �p�gnval Dere:p,,ge 3 of16 P'dIAM6•�ADECOUN"Y �pR®�JED `A�`�lEl `�`�JG7Ctalfa7a 1pa� m gth Current NOA) IDaimD n Desc`ptilll GAF �as� t� �Tarneyari.ous Iqu_u Insulation fastener for steel, Dri11 Tec I#12 Fastenex wood&concrete decks• GAF 1, various �°' 14 pener Insulation fastener for steel, GAF 2 Drill Tec # wood,&concrete decks. Vari oL�s Drillc I XUm Fastener Carbon steel extraheavy duty GAF _Too fastener used in steel decks. Various Drill Tec #12 Fastener with q. Dn11 Tec SAY 3S Dxi11 Tec`3"Standard Steel GAF Mate 3"round 5 Drill-TOO'`3"Steel Plate Round galvalume strIess plate used with Dry TeC GAY fasteners. 3"round valume plated steel see* Round gal • �I 3,,Standard Steel thxeinforced •••• •••••• Drill Tec stress plate wi 7 • b. .. 0000 Plate thDxill Tec r��s for usewi .....GAY 0':: --0-:0 fasteners, 31,square •••••• • AZ-SS aluminized steel plate 0000 •••••• :00000 Drill-Tec ACC1lTrac®Flat tll DrillT `#12 0 0 0 0 0000. 7, for uSowi Tec #14 0.00•• •• 0.00•' Plate Fastener,Drill- 1 . . Tec #15 •• •• • •• 0000•6 Fastenerand Dxi11- 0000.. • . :GAF Fastener. 3„square 0 0 0 00.0 calvalume Steel plate for use 0••••• Tec AccuTrac® ' ' Drill- withDrnl.Tec fasteners. .. ... . 8, '.: Recessed Plate NoANo.:131®�2.1� 3cpirationDatet 171104/18 ApProvalDapag 10611-4 4 of 16 [�JIAMI'DADGGOUN w„•o 0 ate D. es to®» 07/02/97 Do I� TetJi� 4470 01/08/98 0[et A eme 77,2B8A4•k _ 4470 07/09199 FactoryMutualX.Csearch Corp. 7.L 3B9Q1•AM 4470 07129/94 S.I.ODOAB•Ag 4470 04/01/98 T.L pDW AM 4470 05/11107 7,L OX9Q5.AM 4470 07/22/13 3029832 UL 790 11106/01 R1306 ASTM D4977 02/01/02 UL LLC 0AF-012-02-02 AsTM D4977 05107106 ctionliaterials GAF-020-02-01 ASTMD6083 05/09106 PRI Constru 2-02-01 ASTMD6083 11115110GAF-08 Tecvnologies,LLC GA17-084-02-01 ASTM D226 12116110 GAY-270-02-02 ASTMD6083 11115110 GAF 276-02-01Rev ASTM D226 07/07/11 GAF 276-02-02 AST9B96 08/23/11 GAF 306-02-01 ASTMD2179 08/zvil• GAF 314-02-01 ASTMD2178 : 1012t/'1q.' 0:000. GAF 315-02-01 ASTM 01289 .. 05128Li`3.. GAF 3 69-02-01 01289 000000 .00.00 ' . . ASTM 01289 GAF-417-02-01 0000.. 0000 10 -02-01 6083000000 03(121�� 0 GAF-464 ASTM D 0 0 0. 0311 M 0 GAF-499-02-01 ASTM D 6083 0000.. 0 V}81020 GAF-500-02-01 TAS 114 ..'..' 03122141£ ...0 0 0 02-005 TAS 114 11126112 0000:. MT o£S.Fl. 02-014 ASTMD3909olZ 630250.02.10 3 R1 ASTIRD6164 0 . 1l.1t6/11 :0.00 l BgD 631360.03.10 ASTM D6164 04123111 133470.01.11 ASTMD6163 045/11 634140.04.112 ASTM D 6401 04125111 034140.04.11-4 ASTM D4897 10118/13 0.04.11-5 D4897 14 63414 011071 AS 034140,04.11-5-R1 ASTM D 6164 01122114 G40630.01.14-2A 1 ASTM D3909 08113/07 043610.01.14 ASTM,D3909 11126112 G6850.08,07-1 ASTM D3909 0302,50-02-10-3-2" I� 7ExpirstIMD"' 1 lD6[J A�pTt®v4lDate: §of6 �31AM1•DADE GOvi\IN . Bim• Membrane TYPO° aced e�: Wood,Non-insul laxlk decks DeracTV eaten 'Y"+'ood Orwoodp to® :>rn19132"ox gr . Decj6DescTI1 � fastened. Systemm TypeJg: Base sheet Mechanically A1➢�eaner�ani caystean L�stataon§shag apply^ ,�; oating, YersaShield°FireRistantRoofDeckPxotectionox Fire0>at FireBarrierG able°Venting'Base 14reBarr! Secmocic4 Cum- F1bezRoofBoard. for •Nail �t ®#80 Ultima Base Sheet,Stratavent°Bea - GAFGLAS ® uberoid°SBS Heat-Weld`Sm0 db 1 wuberoid SBS Hen Base sheet: Sheet,Ruberor.d 20,R Eastenedto deck as describe nY Of above 25 base sheet mechanically • m 6,GAFGLAS°#75 Base Sheet or PS GAFGLAU"®FlexPly shanknaAs and tin caFs at a GAFGLA S®Ply�� ,Aar ring the Meld. options, base sheets attached to deck with approved ann JCa§te�8 p at the lap staggered and in two rows 12"o.c,in acing of 9"o.c. imitcafan#� •••• fastener sp s ,dee 2ieneYatl�° • PYesstdYe.-�5p.� drove ••.... ( c�cir?zugn�esigr� GLAS®#75 Bas thor' 4 andV99q •' GAFGLAS°Flexl'ly 6,GAF .... ....:. GAFGLA.S°ply 4' thDrill Tec' #12 Fastener or D �rarTrac0 Recessed . ced base sheets attachedto deckw •..... Tec AccuTrac°Flatplate or hrili'�e�SrfS V emlaYy sP� • Tec 3"Steel Plate, I. tb e 2"side Iap 0006 o.c.in 3 rows. One row is in ...... �.... plate 12" atel 12"o.c.inthe field of the sheet. aL •�'#�•�:. .. .. .. approxim Y s.,See •• gn Pressure-45 p f-.�-� '$ase sheets attached ( a�cirrzrarga CLAS° .or o.c. ... :. © �"'g s at aastengr spacin .o, �;. GAFGLAS Fl.exply , c roved annular ring shank nam and tin ap . . ,�O.C. n the field. .. ... to deckwi aJ'p •.. at the 4"Jap staggezed and in rows 9 oth Lase sheet adxinjUm Desz pressure—52.5psf dee�eneY�cl�rmztato©#� Smo , LAS 080 Ultima I „ alar ring shanknal's and inverted 3"steelp acing of G ® T'Base Sheet,Ruberoid 20, go,ego a fastener sp GAF roved 1/a aron eredwith attached to deck o 9,oc,atthe4" Pdintworows stagg fastener spa�g rtt ,pYd'SSure—60psf.,��e 6eneYai ira2itr ion# th DIM Tee g"o.c,in.the center of theme xane. (,t�axi�raun�Design 11-Tec ® e Sheet or any of abovebase sheeect'attached Gp,FGLA S #75 Bas ener and D rill T One row TeC #14 Fast tel 9"O.G. the field of Tec AccuTrac Recessedplate 12"o.c.in rows. #12 Fastener or Drill- all spaced approxima y Ar _Teo F1atFlateTOrr DrW he,other zoo are eclu y is in the,T side the sheet. Seg 6veraeYal $n2i"aatiOt�#� ( aaxi>ra9 warn D�sig�B pYessuYe—60 psf roved annular ring shanit nails and 3 plates at a Easterner spacing of 9"o•c•at the 4"lap staggered Any of above13as0 Sheets attachedto deck app Tec insulation invertedDrill«, e field. intwo rows 9 PYessaaY�-60 psi Se GeneYaiVmitaation#� �/d�dTxll/r'aad&Pa yy2sag FT®A]'dD.: lEx�ara'aion )ate: APL�r®valDa$e: 1-4 of 16 • 1page.. MIAMr•�OE COUNTY c © Base Sheet or aTM ny of above base sheep attached to plate, i D�Te Fastening Options: GAp ELAS #75 #12 Fastener or Drill Tec ll Tec ttAccuT ac ltecessedl'latee8 o.o•in 4 rows.One row (continued) .A.ccuTrac°Flat Plate or Drill-Tee aced approximately 9"o.c.in the field of is in the 2"side lap. The other rows are equally spaced the sheet. s See General Liritati012#7) (Mmcimunt•�esigrz��ess�¢Ye-75� AFGLAS0 or GAFGLA.S®#90 Ultima Base Sheet a6hered in a One or more plies o G e and at a xte of 20-40 full mopping of aper ve Fly Sheet; d asphalt applied within the EVA'range lbsJsq• e or GAFGLAS© pb onal) One I of GAF A. ea1 Surfaced CLQ. Ca (p p Sheet: SUR Mineral Surfaced Cap Sheet adhered M R,fL OOOlbs9l Of q -1 or cap e and at a rate o approved asphalt appliedv itbin the EVT rang anuifla>r s.a rfaced memb�aunes;>requuirced for snaootln�e��ra�a§.c�lnosen surfacing: Optional oun gr to manufacturer's a..Acation instruacti®ns. comp onents must be applied accoy¢lung All coatings must be listed within a cuur'ent DIOA. 0Otivel in aflo0d 1• Gravel or slag applied at 400 lbsJsq.and 300 lbs.lsq.xesp Y assess coat of aopproved asphalt at 60 lbs./sq. 0000 assess 2, Topcoat' Surface Sea,SB applied at Ito 1.5 ga1(sq. '..' : .• 000000 Goes• 00 MwMUM DesiSee Fastening0 tI°IS *fee .•..... i • Pressure: • •• •• •• • •• •••••• • • • • • •••••• • of yworation Da¢e; 1 104/18 Ap proval lDsta1�06116 gMIAMII�ADE COUNTY • ,•' III .t , '.,til • WOOD I[DECI<(SySTFM]LBUTATfON1S. 1 A slip sheet is required with GAFGLAS°Ply 4 and GAFGL.A.S°Flex Ply 6 when used as a mechanically fastened base or anchor sheet. Roof Board or 1/z"Type X gypsumboard is acceptable to be installed directly overt e 2, Minimum Y4"DenSDeelC wood deck. GWEp,4]L JLDffTAT1ONS o 1. Fire classification is not part of this acceptance,refer to a current Approved Ro o£ing 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 Pro duct Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied witbin.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 recoveryboardinsulation panel is requited on allebase sheet shallbes over oappliedus g spotsed cell foam 'lations when the base sheet is fullymopped.If no recovery board is used th" mopping with approved asphalt,12" diameter circles,24"o.c.;or strip mopped 8"xibbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of tom. .• strips is not acceptable.A 6"break shall be placed every IT in each ribbon to allow cross v0ntil�e;s Aspls�1... • • application of either system shall beat a minim tm rate of 12lbsJsq. Note. Spot attachedl,4 shall b.•" •••••• ]limited to a maxamuma de-dgu pressure of 45 Psi •• •'61275 ••�••• S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F�v0 0 9 0 2 751b e e ••••• tested in compliance with Testing Application Standard TAS 105. If the fastener value,as$end fi d, • 275 lb£insulation attachment shall not be acceptable. . .• •• 6, Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment ipbasej onn a M. Smmrmam ouldtbe • fastener resistance value in conjunction with the maximum.design value listed within a spec fastener resistance be less than that required,as determined by the Building Oficial,a revised fastener spJ40:• prepared,signed and scaled by a Florida Registered Professional Engineer,Registered.Archi;e;dor f egistirpa • ue Roof Consultant maybe submitted. Said revised fastener spacing shall utilize the withdrawal resistan�caii on •• taken from Testing Application Standards TAS 105 and calculations in compliance with Roofng App Standard MS 117. 7, Perimeter and comer areas shall comply with the enhanced upliftpressure requirements of these areas. Fastener ion densities shall be,increased foxboth insulation and base sheet as calculated in compliance with Roofing App Standard RAS 117•Calculations prepared,signed and sealed by a Florida registered Professional Engineer, RegisteredArchitect,orRegisteredRoof Consultant(Vhen this limitation is specf.callly referred.W this NTGA,(generall Limitation#9 will noire applicable.) 8. All attachment and sizing ofperimeter nailers,metalprofile,andlor flashing termination designs shall conform to Roofing Application Standard RA"S 111 and applicable wind load requirements. 9. Themaximum designedpressure limitation.listed shall be applicable to allroofpressure zones(ie.field, Perimeters,and comers),Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers).(Wheal this lim<aitl&n is speeiffcany referred Y thin•tilis NOA,General lLWtal oun#9 WE not be applicable.) 10. All products listed herein shallhave a quality assurance audit in accordance with the Florida Building Code and Rule 61020-3 of the Florida Administrative Cod END ®IE e. S ACCEPTANCE N OA No.:13-1022-15 F,3Tiratiosu Date. 11/04/18 gN1AM1-D=,ADECOUNTI' AppaovalJ<Dateo D /Page 16 of 16 TGFU.R1306-Roofing Systems .212e201C systems Pa°al� R.oarang systems See Genera Tnforma>aonr"orRoofin stems X306 GAV d,CAMPUS AR pARSIPPANY,N7 07054 USA S ooth�,.5"rnaY be utilized as an alternate to Type G2 " n UBbROID0 MOP m o thefollowIng "RUBEROIDO Zo smooth°or"RUBEROIDO Mop mooch or R S �, " GLASO#80 UIHmaT"Base Sheep'base sheets in any "GAFGLAS®#75 5.,,SheeV oT"I16-P1Y0#75 Base Sheet or GAF sum�C"gensDedc®Roofboard°or"DensDeck® ii4 a Classifications, Georgia-Padfle Gyp "31;CURO%@ Rooj Board[fY e um board ori/Wri,thick(minimum) United States Gypsum •• 91 itz-in.thick(minimum)gyps roof decks.H9wevt� e�� Gu�d�' •• • "oensDeckO DuraGuardT"r Roofboard°a SGMRX)rn yrbe usem) do mirdmum) •••••• Roofbohic or .Mal:Aoof Board"(Typ a be used in any eXisting nollcombus>able deck Claesficathe4b When FRX G)or"sECURacK®Glass wy be placa� done,the resulting roofing system is acceptable for use over combustible(jslsz in,chi oaf Boa is In the roof deck,If polystyrene is part of the roof sy.�e�i a �.... d Georgia-Paufc Gypsum LLC'T , oin o a the roof eck,If PDeck®Pn and"SECUROCKO Gia.%-&i R the gypsum board an "(Type FAX-G) a UL Cla i aulation�Y� •• ••••• thick(minimum)"sECUROCK®Roof Board ladstem with ny ' g • Aoofboard"are to offset:a minimum of Gin,with the butt ••••• below the overlaymentboard, /+-In, ...... .. (Type SGMIIX)are limited to a maximum 3:i 2 slope when used over a combustible deck n a •b�rnaY be ail2l P.(a.• ...... polystyrene, " "or"GAFGLAS®Flex Ply 6"or'7d-Ply®Ultra"I Gu.ble Ply ard"in h .• Type Gd."GAFGLASO°Ply or Tri-PiY@ PIY ....:. Multiple plies of TyP LC„Densi)eck®Roofboard"or"pealsDed<®Prime Roofboard°or"DensDedt®DutaGuarc�'t•Ti� o :•••�• to Georgia-Padfc Gypsum L stem[ZstedbEIQW, ' :•••• roofing asphalt, ori 6"may be used interchangeably in any roof covering sY •• ...• • ¶+6 5L"and"GAFGLAS®FlexPIy •• "GAFG1;As®FiexPly " GuardT""'in any eff"cable Classification. " GuaTEP"Ultra"is an acceptable alternate to Energy adhered with hot roofing asphalt over Eney be mechanically fastened or fully "GAFGLAS®5tratavent®btallable Venting Base Sheet"ma Stems, stems, noncot1GAFG b S@ s decks and as a recover over existing roof systems. Guardr""in any of the following sy )jier9yGuard"pedite insulation"maybe utilized as a;cover board over"Energy tened,fully adhered with hot roofing asphalt or UL GiassRted urethane Unless otherwise indicted,rrhepe refeYehced in on anY the foiiawtng Classifications include wi 1 hot rloh, insulation adhesive.Poly tY Classified Insulation Adh°sive pertile manufacturePs installation LRF Adhesive o)in any applicable Van-Comb Roof Deck Classifications, Unless otherwise indicated,all Insulations may be adhered With anY s- a liable Classification, instructions(excluding Guard in any Pp "Ene vuardTl'Tapered°Is an acceptable alternate to"Energy Guard'"•'Ultra"in any applicable Classification. -PE,,rgyGUatd*'U1tMTapered"is an acceptable alternate to"Energy ASPHALT 31NIL'CH4ADrV,DOpZG A RSP9JAIT FE ,e gyS7FM " GLAs®PIy4" or"Tri-PiY®Ply 4•"cr"GAFGLAS®Flex Ply 6°or eel "GAFGLAS®#75$ase Sheet"or"Trl-PIyC�#75 Base Sheet"or"GAFGLAS®#80 UltimaT�' Base . Type GZ asphalt glass mat base.1 a G�asphalt glass fiber ply sheet( GAF Sheet°)is a su'�table alternat6e for in the Class A,B or C roof sYstams indicated below. "Trl-Piy®Ultra-FleXible P1Y ) abl one ply Type " perforated base sheetsto be loose laid or fully adhered With hot n e G2 asphalt saturated glass mat base sheet"GAPG�S®Sid or fully Nal redswith hoVenting Base Sheet.P The roof deck may FGLbe covered with sheet'Base " n 80 llltimar" Base Sheet"Or Stratavent0 PetPobeMechanica sheet G1As0#75 Base sheet"or"Tri-Ply®T 7 e G$asphalt glass fiber ply 51# roofing asphalt and nailable base sheets are to be Mechanically fastened granule side down, for P e follaWin9 e G2 asphalt 9iass mat basal lshe abii ( A a be substitute Y 6') ° as the nailed base ply Ind► As an opNonTy"G GLASO Strataverit®NailableVenting Balsa S6 oti']T�-Ply l�.Flexible Ply ) Base Shees®Or or'Td-Piy®Ply 4"or"GAFGLASS Flex Ply " a U systems, as bait or mechanically fastened, or base sheet may be fully adhered with hot roofng P Bottom ply • -.,.•_�� .�udPh hot roofing asphalt or'mechanically fastened, TG U 8 ' F .Ri 06-RoofingSystems ft6?a1 cam ent fiber building units are considered suitable to be Included as a deck in the following class A,B or c systems listed over a 15132 or Nc. The use of gypsum board under any of the following class A,B or C systems does not adversely affect the rating.The use of'A-In. minimum thick gypsum board is an acceptable alternate for minimum insulation over c i5/32 thick roof decks. The use of oI p yscyrene insulation board between minimum 314-1n.Thick perlite board and deck with rosin paper(periitelrosin paperjpolystymnejperllte)is a suitable alternate forpolyisocyanurate board In the following Class A,B or C systems, Trumbull"Parma Mop°May be utilized with any of the following"Asphalt Felt systems with Hot Roofing Asphalt'. "GAFGLAS®#80 Ultima"I Base sheet"may be used In any of the following systems, "GAFGLAS®Flex Ply 6"and"Td-PIy®Ultra-Plexible Ply 6"are suitable aiternates to"GAFGLAS@)Ply V. "GAFTEMP Permalfte Recover Board"may be used In Ilea of any perlite insulation in any of the following NC Classifications. Unless otherwise Indicated,any of the"Asphalt Felt systems with Hot Roofing Asphalt"maybe surfaced with"United Coatings"'FlreShield MB Roof Coating"applied at a rate of 2ib to 3-ga(jj00-ft? aassA,13 and C Hot roofing asphalt,for use with glass felts or modified bitumen membranes, "RUBEROID®Heat Weld°SBS roofing membranes may be used in lieu of"RUBEROIDO Mop"SBS roofing membranes in any applfable Classiffcatlon. • Class A 1.Deck:0-15/32 •••• �tsclane:3 •....' *goose seeIBarrler Noard(Dptichal):--•One or more layers Georgia-Pacific Gypsum LLC"DensDeckp Roofboard'or"OensDeck a Prime •• •' Roofboard"or"DensDeckp DuraGuardm'Roofboard",minimum 14-in.thick,or UnfEed States Gypsum Co. 1 1)8 E oof Boardu ••• (Type FRX G)or'SECUROLK@ Glass-Mat Roof Board'(Type SGMRX),minimum'/-1n.thick, • Snsufatlon'-•one ormore layers perlite or wood fiberorglass fiberorpolyfsocyahuratt is urethane or critic d •• composite or pedlfejurethane composite orwood fiber composite or phenolic,any thiclupessI /p 1 �Y;nurate;...;. Ply sheet:—Three or more piles Type GI"GAFGLAS®Ply 4"or nTd-Piy@ Ply 41 or"GAFGLASp Flex Ply 6"or°�&I ultra-.• . goose•••• Flexible Ply 6:fully adhered with hoot roofing asphalt .r�P YD ••'•• Surfhcings—Gravel, • • • e • • • 2,Deck:C-d5fa2 •••••• ' • 1nciine;