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RF-15-1520 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240749 Permit Number: RF-6-15-1520 Scheduled Inspection Date: August 06, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: CLAUDIA GRANDAS, HUGO MIRABAL Work Classification: Flat Job Address:690 NE 93 Street Miami Shores, FL Phone Number Parcel Number 1132060141490 Project: <NONE> Contractor: PERKINS ROOFING CORPORATION Phone: (305)687-6521 Building Department Comments RE ROOF WITH NEW INSULATED BUR FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-237263. Need to replace section Zn of damage sidewalk. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 05, 2015 For Inspections please call: (305)762-4949 Page 28 of 33 Miami Shores Village \r � { 10050 N.E.2nd Avenue NE 4, Miami Shores,FL 33138-0000 ' y " \0 f„rEs�•a Phone: (305)795-2204 Expiration: 12126/2015 Project Address _ Parcel Number Applicant 690 NE 93 Street 1132060141490 HUGO MIRABAL CLAUDIA GRAI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell HUGO MIRABAL CLAUDIA GRANDAS 690 NE 93 Street MIAMI SHORES FL 33138-2907 690 NE 93 Street MIAMI SHORES FL 33138-2907 Contractor(s) Phone Cell Phone Valuation: $ 27,000.00 PERKINS ROOFING CORPORATION (305)687-6521 (786)277-8486 _.. Total Sq Feet: 2600 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF WITH NEW INSULATED BUR FLAT Inspection Type: Classification:Residential Tin Cap Scanning:4 Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-6-15-56040 CCF $16.20 06/19/2015 Check#:2272 $50.00 $814.20 DBPR Fee $4.50 DCA Fee $4.50 06/29/2015 Check#:2286 $500.00 $314.20 Education Surcharge $5.40 06/29/2015 Check#:2287 $314.20 $0.00 Permit Fee-New Roof $300.00 Bond#:2768 Scanning Fee $12.00 Technology Fee $21.60 Total: $864.20 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 foreqWg information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut ore, I authori a ab ve-named contractor to do the work stated. June 29, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent ate Building Department Copy June 29,2015 1 Miami Shores Village Building Department CEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUN 19 2015 Tel: (305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 /0 BUILDING Master Permit No.Ef,:—/,52, PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC XROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /Q� AiC � Sf City: Miami gShores County: Miami Dade Zip: 33/3s- Folio/Parcel#:1 1-3 o -d q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fepe�Simple Titleholder): Lkcx-1 1�1 Mbc.,\ Phone#: � Address: �v City: *(CA4State: rC- Zip: 375 135— Tenant/Lessee Name: Phone#: �- Email: ---- r CONTRACTOR:Company Name: A �' Phone#: �S-�f3"?-�So?/ Address: �S / City: 11 s 1 Q State: L Zip: 3 3�6 p 1 Qualifier Name: rn ( Pte/' /15 ,Phone#: 05-ik7"�5�� State Certification or Registration#: C_ Dy -7� 7 96 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: /� �yZiip: Value of Work for this Permit:$ Square/Linear Footage of Work: 2(Q cr Type of Work: ❑ Addition ❑ Alteration ❑ New, l R/epairr//Repllaace /� ❑ Demolition I�� Description of Work: f e2Of- ( �- Z W ins(.t !4 7�D�/ A11� 1l 7�.fiAe4_ Specify color of color thru tile: �~ Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ - TOTAL FEE NOW DUE$ S. 2 6 (Revised02/24/2014) c t Y ' 2- 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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. I Signature / �� t'� / Signature it 3_ _ OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this Tie foregoing instrument was acknowledged before me this day of ..I [-[�'U� 20 IS by day of J 20' by by GIU u4.L �1. . �. �g ' _ ,who is personally known to who is pers io n to me or who has produced l� as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PU C: Sign: ✓ USign: %�x9y , Print: ' _r-1/cnF G/I C,,h1 Print: f C— QXY Bryant J. Adams z c -,Ny,-Z,,�yR�.G 4, Br ant J. AdamsSeal: Seal:COMMISSION#FF007880 0. EXPIRES:APR.14,2017 r { :COMMISSION#FF007680 www.AARONNOTARY.com 'EXPIRES:APR.14,2017 WWW.AARONNOTARY.com �J 9 APPROVED BY "� ( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD A CCC042786 1 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 0 21 PERKINS, DEAN CURTIS PERKINS ROOFING CORPORATION 575 NW 152 STREET MIAMI FL 33169 ISSUED: 07/31/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407310001712 df c,: Ir Ej Tr wuao:t '-- Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY 2318152 BUSINESS NAME/LOCATIORECEIPT NO. EXPIRES N PERKINS ROOFING CORP RENEWALSEPTEMBER 30, 2015 2436848 Must be displayed at place of business 33e031aeINepLlolACyd saa 575 NW 152 ST Pursuant to County Code suogae.lalul pauilultia.q` MIAMI FL 33169 Chapter 8A—Art.9&10 SEC.TYPE OF BUSINESS PAYMENT RECEIVED OWNER196 SPECIALTY BUILDING CONTRACTOR SY TAX COLLECTOR PERKINS ROOFING CORP CCC042786 $75.00 07/09/2014 , :IB,ClisaaAiQ Worker(s) 1 CREDITCARD-14-025639 pue/�uaoulua Ileuls s,Lpi. This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,ora certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 8a-276. For more information,visitwww-mi amidade aovRaxcollector QD DATE(MMIDD/YYYY) acoRo CERTIFICATE OF LIABILITY INSURANCE 6/19/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: TriGen Insurance Solutions, Inc. PHONE 315 SE Mizner Blvd, Suite 213 C No Ext: (877) 987_-4436 aC No:(561) 95_2-26_2_5 E-MAIL ADDRESS: certs@trigengroupinc.com Boca Raton FL 33432 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Guarantee Insurance Company 11398 INSURED (248) 971-1030 INSURER B: _ Trion Solutions, Inc. et al L/C/F AmeriTemps Employment II INSURERC: 340 E Big Beaver Road INSURER D: Suite 160 Troy MI 48083 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:Cert ID 7674 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE I POLICY NUMBER MM/DD/YYYY MM/DD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE L-1 OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL 6 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PR POLICY JET LOC? PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident FANY AUTO BODILY INJURY(Per person) $ �i ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE $ r NON-OWNED (Per accident) HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A RS COMPENSATION Y/N WCP500002702GIC 1/1/2015 1/1/2016 R STATUTE ERH AND EM _ EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEF–] N/A E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 S S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Coverage provided to leased employees and not subcontractors of AmeriTemps Employment II. Location coverage effective 1/1/2015 Ref: Perkins Roofing Corporation FL State Certified CCC 042786 Employee List: David Crowley, Roger Cruz Navas, Alexander Gonzalez, Georges Lochards, Jorge Montoya Calderson, Mauricio Montoya, Juan Ortega CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Building Dept. 10050 NE 2nd Ave. AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 CPQ ©1988-2013 ACORD CORPORATION. All rights reserved. ACORD 25(2013/04) The ACORD name and logo are registered marks of ACORD ACS L>® CERTIFICATE OF LIABILITY INSURANCE DAT/19/2D01 6/19/2 5 5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Jeff Lampert Presidential Insurance Services, LLC PHONE Ext 305-423-0350 ac No 305-423-0351 2665 South Bay shore Drive#707 E-MAIL ADDRESS: jeff@insurancequotelive.com Miami, FL. 33133 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Preferred Contractors Insurance Company INSURED INSURER B Perkins Roofing Corporation INSURER C: 575 NW 152 St INSURER D Miami, FL. 33169 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR rypE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR PREMISESS DAMAGE ( RENTED 50,000 Ea occurrence $ A PC-77932-05 1/13/2015 1/13/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 X POLICY� PRO- ❑ LOC PRODUCTS-COMP/OP AGG $ 1,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? F—] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Lic # CCC 042786 CERTIFICATE HOLDER CANCELLATION Miami Shores B.D. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL. 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE W *-7-.,— ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ROOF A IES AND ROOFTOP STRUCTURES 71VEDFlorida Building Code Edition 2010 j1 High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) BY t ermit No. Process No. - tractor's Name Qir Job Address �0 A)�- . . .... ...... ROOF CATEGORY • `p Low Slope ❑ Mechanically Fastened Tile ❑ Moltarindhesive Ste 0TII'e ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ woad SF:ingles/S:iaaNes. ❑ Prescriptive BUR-RAS 150 : .0 0•00 00 ROOF TYPE :00:0: ❑ New Roof Reroofing ❑ Recovering ❑ Repair ••IR Ma ntenance ;•.•.; .• • • •.• • . ROOF SYSTEM 0o INFORMATION �C Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) Section B (Roof Plan) Sketch Roof Pian: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. co cn > :7 NO D Z I ni Z DO D n G) G 0 ni w 3 .. m ni 15.34 2010 FLORIDA BUILDING CODE—BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. 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 Section R4402 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. C—(.--)- 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 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"Jor or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreemarSt between the owner and the contractor. •• 0000 . 000:00 0. . 0000.. C 2. Renailing Wood Decks:When replacing roofing,the existing wood roof tlttk"ay have to be 0000.. renailed in accordance with the current provisions of Section R4403.(The roof deck is u!Vly1gpnceand.Qtr • 0000 . 0000. to removing the existing roof system.) � • C C 3. Common Roofs: Common roofs are those which have no visible aelMation jC10 'bn •'•••• . �. neighboring units (i.e. townhouses, condominiums, etc.) In buildings with commo0n00ro0ofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing worl�to be performed.:. �– �14. Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roofdeA rp ' 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.This provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. C(3-6. 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 Sections R4402, R4403 and R4413. ck;l 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. Exception:Attic spaces,designed by a Florida licensed engineer or registered xchitect to eliminate the attic venting,venting shall not be required. Owne /Agent's Sign ture Date Contractor's Signalure 6040 Property Address Permit Number Florida Building Code Edition 2070 High Velocity Hurricane Zone Uniform Permit Application Form Sep ion C (Low Stoped Roof S�stern� ; Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Of a component is not used,idV-rE— " ' Attachment System Manufacturer; ; • • •••• •••••• Field: "oc CJr Lap,#Rows -4 - • NOA No.: • • • • Perimeter: `oc @Lap,#Rvv� • (� 45:�)�oc Design Wir4eressures,From A 128 or Calculations- '49 Corner: oc @ lap,9 Rovds • • • • Pmaxl: 7..'.- Pmax2:7Pmax3sfi �'`' �••••• •• •• ••• Max.Design Pressure,From the Specific NCA Number of Fa eners Per laswletionBoard me • • • • System: ��..� A� � •00 0 �.. •••••• Field: Perimeter •• • • • Deck: Comer`�— • ••••:• Type: •••••• • Gauge,'rhickness: /® Illustrate Components Not@C sord • -------- Details as Applicable: •. Slope: e Woodblocking, Gutter, Edge Termination, StrippinFlashing, Continuous Cteat, Cant Anchor/BaseSheet&No.ofply($): Strip, BaseFlahl , otterFlasnng, Coping,Etc. Ancho ase Sheet torJBoryJ 1 ria1: Indicate: Mean Roof Height, Parapet Height, i' 7 Height of Base Flashing, Com P onern Material, Material Thickness. Fastener Type, Fastener Insulation Base Layer: / �.S�C 4,Ve-,?4��Spacing or Submit Manufacturers Details that Base insulation Size and Thickness:� '' Comply with FAS tit and Chapter t s. Bga.lnsulation Fa n r/Bond Mate 1: 2 �;q Top insulation L yer: FT. TOP Insulation Size and Thickness: ��� .4t✓a°g� Parapet p gyp Height Top Insulation Fastener/Bonding Maleriat: .� :'T Base Sheet(s)&No.of ply(s): 7S74— FT l� Base F�a�lenzrf8 n r 0 A�fp V-XL/U:t Mean G( Roof Ply Sheets)8 No.of ply(s): S � -� Height Ply S F /Bo - iii ee i_al Pia °� Top Ply. �.8 e Top P! ne Bon i ndi M- Surfacf-ig; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof Siem) Roof System Manufacturer: Notice of Acceptance Number: . . .... ...... Minimum Design Wind Pressures, If Applicable (From RAS 12i'•or: •••• •• Calculations)• • 1: P2: P3: • .... . ..... ...... . .. ..... .. .. .... ...... . . . . ...... . . . . ...... Steep Sloped Roof System Description •• • Deck Type: Type Underlayment: Roof Slope: --: 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: : Adhesive Type: F Type Cap Sheet: Mean Roof Height: Roof Covering: ) Type&Size Drip Edge: 15.36 2010 FLORIDA BUILDING CODE—BUILDING MIAMI-DADE MIAMI-DADE COUNTY ME PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 1361 Alps Road Wayne,NJ 07470 COPE: .... ...... This NOA is being issued under the applicable rules and regulations governing the use 6f cohstrucli'mr. •� materials. The documentation submitted has been reviewed and accepted by Miami-Dante Vounty RM-' •""' Product Control Section to be used in Miami Dade County and other areas where allow�l,tI,the A�utho�ity :••••: ...... Having Jurisdiction (AHJ). .... ..... ...... . .. ..... This NOA shall not be valid after the expiration date stated below. The Miami-Dad'e.C'ounty'MWct Control Section (In Miami Dade County) and/or the AHJ (in areas other than ljiviff)ade Coanty) .' reserve the right to have this product or material tested for quality assurance purposts. If this pd".pr •••• • material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing ma :....: and the AHJ may immediately revoke, modify, or suspend the use of such product or material wi4p;h;ir • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: : GAF Ruberoidc"'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 wil I occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-0611.01 MIAMI•DADECOUNTY Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 1 of 29 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. �0"*6 Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield�'Fire-Resistant ltoof4Qeck Prmre"ion •••••• (optional) or Securock Gypsum-Fiber Roof Board. .. 0000 0000.. 00 6 .0000. Anchor sheet: GAFGLAS('#80 UltimaTM Base Sheet, GAFGLAS StrataveAinator.0 .••••. Nailable Venting Base Sheet, Ruberoid'8'20,Ruberoid"' SBS•1•[eaf- weldT''sivZoth ' or Ruberoid" SBS Heat-WeldTM 25 base sheet mechanically t�o00e�d to d�ck,�s 0000• described below. 9. 66 0000 900696 Fastening GAFGLAS Ply 4, GAFGLAS'FlexPlyTM 6, GAFGLAS'#705 Baja Sheet or jiny ,0.,:. ------------ Options: --�Options: of above anchor sheets attached to deck with approved annular rin shark AM? 6 696060 and tin caps at a fastener spacing of 9" o.c. at the lap staggered•an in tw�crrvws • 12" o.c. in the field. 00 0 (Maximum Design Pressure—45 psf. See General Limitation #7) GAFGLAS' Ply 4, GAFGLAS'FlexPlyTM' 6, GAFGLAS'#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM#12 Fastener,Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate,Drill- TecTM AccuTraco Flat Plate or Drill-TecTM AccuTraco Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf. See General Limitation #7) GAFGLAS FlexPlyTM 6, GAFGLAS` #75 Base Sheet or any of above anchor 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 G field. (Maximum Design Pressure—52.5 psf. See General Limitation #7) GAFGLAS'#80 UltimaTM Base Sheet,Ruberoid'8'20,Ruberoid*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. (Maximum Design Pressure—60 psf. See General Limitation #7) GAFGLAS #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM #12 Fastener,Drill-TecTM#14 Fastener or Drill-TecTM XHD Fastener and Drill-TC 3" Steel Plate, Drill-TecTM AccuTrac�'Flat Plate or Drill-TecTM AccuTrac'�'Recessed Plate installed 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) NOA No.: 14-0611.01 MIAMI•DADECOUNTY Expiration Date: 11/06/15 • Approval Date: 11/06/14 Page 7 of 29 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the (Continued) 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 anchor sheets attached to deck with Drill-TecTM #12 Fastener,Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTracR'Flat Plate or Drill-TecTM AccuTrac""Recessed Plate installed 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. 000* (Maximum Design Pressure—75 psf. See General Limitatiop #7) 0000 ...••• .. ..V One or more layers of any of the following insulations. ..•:.. '.•' ....:. Insulation Layer Insulation Fasterrts••• Fastener . (Table 3) ." D@gfbirf/jt2 000 • TM TM •••• • .•.•• EnergyGuard Polyiso Insulation, EnergyGuard Polyiso RA insulation, 000000 . •. • :•. EnergyGuard T.Polyiso RN Insulation, EnergyGuardTM RA Composite PolyisojA'j49tion 0.;0.9 0.•00.. Minimum 1" thick N/A .....• N/A . . :.00:. 0000.. StructodeO High Density Fiber Board, EnergyGuard TM Perlite Recover Board • Minimum V2" thick N/A ••• •N" :"": 9.0 EnergyGuard TM Perlite Roof Insulation Minimum '/" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS'Stratavent° EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuard TM Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional) Install one ply of GAFQT AAS*#75 Base Sheet,GAFGLAS #80 UltimaTM Base Sheet, GAFGLAS Ply 4,GAFGLAS FlexPlyTM 6,GAFGLAS Stratavent'Eliminator TM Perforated Venting Base Sheet(laid dry), Ruberoid"�'Mop Smooth, Ruberoid*20,Ruberoid'- SBS Heat-Weld TM Smooth or Ruberoid'�' SBS Heat-WeldTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS'Ply 4, GAFGLAS'FlexPlyTM 6 , GAFGLAS'#80 Ultima Base Sheet, Ruberoid* Mop Smooth,Ruberoid'r 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid*20, Ruberoid'�' 30,Ruberoid'-)EnergyCap" 30 FR SBS Membrane,Ruberoid'� 30 FR,Ruberoid*'Mop Smooth, Ruberoid'8)Mop 170_ _F _Ruberoid'�'Mop Granule, RoofMatchTM SBS Modified Granular,Ruberoid Mop Plus, Ruberoid''Mop FR or Ruberoid'�' Dual FR fully adhered in an approved asphalt at an application rate of 25 Ib./sq. f 15%. NOA No.: 14-0611.01 mmmi,nADECOUNTY Expiration Date: 11/06/15 ���� • . Approval Date: 11/06/14 Page 8 of 29 Surfacing: la Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS(r'Mineral Surfaced Cap Sheet or GAFGLAS A EnergyCapTm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat'Elastomeric Roofing Membrane, Topcoat'MB Plus(to be used as a primer with Topcoat Elastomeric Roofing Membrane) or Topcoat' Surface Seal SJB applied at-f K 1�5 •••••• gal./sq. '..' Maximum Design _ ..•.•• , Pressure: See Fastening Options ...... . .. ..... . . . . ...... • w• • NOA No.: 14-0611.01 MIAMI-DA DECOUNTY Expiration Date: 11/06/15 �ugualym] Approval Date: 11/06/14 Page 9 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS'�' Ply 4 and GAFGLASO FlexPly 'm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck® Roof Board or '/2" 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 compliancyvjth Product Control Approval guidelines. All other layers shall be adhered in a full moping of....' ...... approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or meehaniga+l *.•. •� attached using the fastening pattern of the top layerso ' Does% 3. All standard panel sizes are acceptable for mechanical attachment. When appri;� r approv e(f •••• asphalt,panel size shall be 4' x 4' maximum. ;•'••• •••• 4. An overlay and/or recovery board insulation panel is required on all applicatiorlr:ovor closed gall •.:..' foam insulations when the base sheet is fully mopped. If no recovery board is Med'the base Amt •••••• shall be applied using spot mopping with approved asphalt, 12" diameter circl'es,':4: o.c.; or strip •. mopped 8" ribbons in three rows, one at each side lap and one down the center of tie sheelallo►� vIng a continuous area of ventilation. Encircling of the strips is not acceptable. A V.11rdik shall be.. ;••••; placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system %hall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F')value of 275 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 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 assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0611.01 MIAMI•DADECOUNTY Expiration Date: 11/06/15 "'• Approval Date: 11/06/14 Page 29 of 29 . .. .. ........................... ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1. Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) Por Moment based file systems,choose either Method 1 or 2.Compare the values for Air with the values from Mf.If the Mf values are greater than or equal to the Alr values,for each area of the roof,then the tile attachment method is acceptable. ; Method I"Moment Based Tile Calculations Per RAS 127" (Pt: XX )-Mg: =Nl l Product Approval Mf (P2:-XX = )-1•lg: _X1/1 Product Approval Aff__t • •sees • ••••i• (P3: x 2. ) Mg: =r�3 Product Approval hit 6-.0 • 0000 •: • • • • • Method 2"Simplified Tile Calculations Per Table Below" •••••• • • • Required Moment of Resistance(Dir)From Table Below Product Approval Mf • • •••••• Mr required Moment Resistance •..•.• • .• ..:.:• Mean Roof Height-* •• •• moos ••••:• Roof Slope 15' 20' 25' 30' ••••aw • • • 2:12 34.4 36.5 38.2 39.7 41.2 • ••i• ••••t• • • • .• 3:12 32.2 34.4 36.0 37.4 • 30.8 •••• • 4:12 30.4 32.2 33.8 35.1 37.3 9 • • 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. l For Uplift based tile systems use Method 3.Compared the values for Fwith the valucs for Fr.If the F'values are greater than or equal to the Pr values, for each area of the roof,then the the attachment method is acceptable. Method3"Uplift Based Tile Calculations Per RAS 127" (PI: x L - x w:= )-W: x cos t7 =Frl Product Approval F (P2: x L = x w:= �-W: x cos 9 =Fn Product Approval V (P3; x L x w:=_) W: x cos 9 -=F,3Product Approval F Wh re to Wain Information Description Symbol Where to fIn Design Pressure PI or P2 or P3 RAS l27TableIorbyanengineering analysis prepared byPEbasedonASCE7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Dlomentdue to Gravity M Product Approval Attachment Resistance Mf Product Approval ' Required Moment Resistance his Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval ; L=length Tile Dimensions Product Approval W=width All calculations must be submitted to the building official at the time of permit application. 2010 FLORIDA BUILDING CODE-BUILDING 15.37 6/26/2015 TGFU.R1306-Roofing Systems Aggregate, applied at a rate of 200-lbs./100-ft.2 embedded into "TOPCOAT@ Fireshield MB", applied at a rate of 21/2-gal. to 3- gal./100-ft.2. Coating: — "TOPCOAT@ EnergyCote'M Elastomeric Coating", applied at a rate of 1/2-gal. to 1-gal./100-ft.2. Class B- Ballasted 1. Deck: C-15/32 Incline: 1/2 Insulation(Optional): — Minimum 2-in. thick polyisocyanurate mechanically fastened with the butt joints in the insulation staggered a minimum of 6-in. from plywood deck joints. Base Sheet:— One ply Type G2 "GAFGLAS@ #75 Base Sheet' or"Tri-Ply@ #75 Base Sheet' or"GAFGLAS@ #80 Ultima'"^ Base Sheet' or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet' or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet' or "GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:— Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane(Optional):— "RUBEROID@ Mop Granule" or"Intec Flex PRF" or "Tri-Ply@ SBS Granule" or"RUBEROID@ 30 Granule" or "RUBEROID@ 30 Granule FR" or "RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or"RUBEROID@ Mop Smooth Plus" or "RUBEROID@ Mop Granule FR" fully adhered with hot roofing asphalt or"RUBEROID@ HW Granule" or"RUBEROID@ HW Plus Granule" or"RUSEROID@ HW Granule FR" or "RUBEROID@ HW Plus Granule FR" or"RUBEROID@ HW Smooth", torch applied. Surfacing:— Roofing gravel, applied at a rate of 400-lbs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate, applied at a rate of 200-lbs./100-ft.2 embedded into "TOPCOAT@ Fireshield MB", applied at a rate of 21/2-gal. to 3- gal./100-ft.2. Coating:— "TOPCOAT@ EnergyCote'M Elastomeric Coating", applied at a rate of 1/2-gal. to 1-gal./100-ft.2. Class A-Fully Adhered 1. Deleted. 2. Deleted. - 3. Deleted. 4. Deleted. ,JUN Z 6 2015 5. Deleted. 6. Deleted. 7. Deleted. 8. Deleted. 9. Deck: C-15/32 Incline: 1/2 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuard'" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co..SECURQ(flr %0of Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. • . • •••• •••••• Insulation(Optional): — One or more layers perlite or glass fiber or 3/4-in. minimum or polyisocyandttte Or urethaneear s• perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 11/2-in. minimum. •••••• '••• o • Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet' or"Tri-Ply@ #75 Base S6":pt"GAFGLAS@ #80 Ulfimal'** Base Sheet' or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet' or"GAFGLAS@ Stratavent@ geq%rated Venting Base Shftt;..,6 mechanically fastened or fully adhered with hot roofing asphalt. • • so •• • • Ply Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or "GAFGLAS@ Flex`1)"6" or"Iti-Ply® Ultra-lilegOle Ply 6", fully adhered with hot roofing asphalt. Gooses ease •6 • Membrane:— "RUBEROID@ Mop Granule FR" or"RUBEROID@ Mop Plus Granule FR" or "RUBEROIia&EaergyCa�;Ap'Plus Granute FR", fully adhered with hot roofing asphalt. ****so " o• Coating (Optional):— "GAF Fibered Aluminum Coating", applied at a rate of 11/2-gal./100-ft.2. ; • • ' 10. Deck: C-15/32 Incline: 1/2 ••• ' • • •• • • ••• s..•.• Barrier Board (Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensGeclk(4 Prime Roofboard" or"DensDeck@ DuraGuard'M Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional): — Perlite or fiber glass or polyisocyanurate or urethane or perlite/polyisocyanurate composite. Base Sheet:— One or more layers Type G2 "GAFGLAS@ #75 Base Sheet' or "Tri-Ply@ #75 Base Sheet' or"GAFGLAS@ #80 Ultima'" Base Sheet' or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet' or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet' or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet' or"Tri-Ply@ BUR Granule Cap Sheet', mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet(Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane:— "RUBEROID@ Mop Granule FR" or"RUBEROID@ Mop Plus Granule FR" or "RUBEROID@ EnergyCapTM Mop Plus Granule FR", fully adhered with hot roofing asphalt. 11. Deck: C-15/32 Incline: 1/2 Barrier Board (Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuard'" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional): — Perlite or fiber glass or polyisocyanurate or urethane or perlite/polyisocyanurate composite, butt joints offset a minimum of 6-in. from plywood deck joints. Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet' or"Tri-Ply@ #75 Base Sheet' or "GAFGLAS@ #80 UltimaTM Base Sheet' or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet' or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet' or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet' or "Tri-Ply@ BUR Granule Cap Sheet', mechanically fastened or fully adhered with hot roofing asphalt. http://database.ul.com/cgi-bin/XYV/tem plate/LISEXT/1 FRAM E/showpage.htm I?name=TGF U.R 1306&ccnshorttitle=Roofing+System s&obj id=1074351 933&cf... 11/43