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RF-14-1544F Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-218199 Permit Number: RF -7-14-1544 Inspection Date: August 21, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: PENA, JUAN Work Classification: Flat Job Address: 1400 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050230120 Project: <NONE> Contractor: SUNDANCE ROOFING OF SOUTH FLORIDA Phone: (305)823-5168 Buildina Department Comments RE- ROOF FLAT Infractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-217999. CREATED AS REINSPECTION FOR INSP-217889. CREATED AS REINSPECTION FOR INSP-217817. CREATED AS REINSPECTION FOR INSP-217466. CREATED AS REINSPECTION FOR INSP-216114. not ready. Failed El Print photos. Need uplift test. No weeping holes on tile Need uplift test Correction Needed ❑ no re- nailing Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 August 21, 2014 Page 1 of 1 RE: Permit #R Its j �I., I5 -G% Miami Shores V Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 13 h 1-�Oiv I 14) tee, l 20=1 � licensed as a Contracto Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CGC,1, & Y V 6 On or about A2 A o / le- , I did personally inspect the roof deck nailing (Date & time) work at % y (, 0 Ail F, / ®'Z s (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) -1�11119- Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this J 0 Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to permit # and address # clearly shown marked on the deck for each inspection Revised on (7/10/2014)5/2112009 of My $$IW #EE 1M14 How �y 231k 1�w tis plane of the roof with OVI L Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida. 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER F= 305-823-3300 / 305-884-8834 Website: www reilehengineeringcom August 18, 2014 Sundance Roofing Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1400 Northeast 102 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: August 14, 2014 Roofing Contractor: Sundance Roofing Project Number: 14-0734 (Testing Laboratory Certificate # 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with. Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Monier Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Relleh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation amad Sonny Salleh, P.E.49014 Project Manager TILE UPLI ff TEST Residential Home 1400 Northeast 102 Street Miami, Florida Reileh Engineering Corporation — Project Number - 14-0734 — Page 2 of 3 Report of TILE UPLIFT TEST for _ Residential Home 1400 Northeast 102 Street Miami, Florida Project Number: 14-0734 N'Lumbeir-_ .,.4.,toad%1 r Wiest Stabk 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass Test 1-9 Perimeter Reileh Engineering Corporation — Project Number -14-0734 — Page 3 of 3 6 � 15' 8 9 7T 1e5f TU MPJMMP a FF 5F O lan6E CAP 1*e5T LOCNION FEW = O COUP _ FF 5F CORM - O I' RIMMR 171CSAfMa, a a 3' L MNOT5 I.00% fU Mt2a CAP - O COUP MA - VX V ApPWX, WOF 1' 51' IACAWN5 M19 PIAMION5 Arlenis Silvera From: Laso, Laura (RPS) <Laura.Laso@astrazeneca.com> Sent: Tuesday, July 22, 2014 2:24 PM To: 'silveraa@miamishoresvillage.com' Subject: FW: Receipt for Laura Laso and Juan Pena Hi, I authorize that you give the bond to Armando Molina. Thanks, Laura Laso Senior Site Manager Strategic Solutions, A Division of PRA Health Sciences Providing Regional Monitoring Services to AstraZeneca Regionally based, Eastern Time Zone Tel: 305-751-6343 Fax: 305-751-6343 Mobile: 305-450-9480 Iaura.laso(aa)astrazeneca.com From: Laso, Laura (RPS) Sent: Tuesday, July 22, 2014 2:20 PM To: 'silveraa@miamishoresvillage.com' Subject: Receipt for Laura Laso and Juan Pena Hi Arlenis, Could you please send me the receipt via email. Thanks, Laura Laso Senior Site Manager Strategic Solutions, A Division of PRA Health Sciences Providing Regional Monitoring Services to AstraZeneca Regionally based, Eastern Time Zone Tel: 305-751-6343 Fax: 305-751-6343 Mobile: 305-450-9480 Iaura.lasogastrazeneca.com BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village.] Ili Q Building Department JUL 17 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 00 Master Permit No. ?f / /I " �21� Sub Permit No. ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '- r 4 0_0 0 >C 102 s - City: Miami Shores q� County: Miami Dade Zia3: 3" (3 g Folio/Parcel#: /'/-34V �-'//23 —0149 Is the Building Historically Designated: Yes NO 1� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): '7 U R -N ?4.3—W iA ftbM L4WO Phone#: X OS ^15 Address:—OO- WE O off. S"7 City: \'A=AA \ S )AD li.^ State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: s W /if�Y1C:G R&j /V De (9 e . Phone#: ;�05' eX3—&1 Address: � /A�� g W B ?41 (W City: A4.444 -q State: G/ Zip: �J � Qualifier Name: /'x/Az4e_ ORO— ekli�I . Phone#: %r�10 — 210- !Zg State Certification or Registration #: Cif? / ZW 6Z/ Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: l Value of Work for this Permit: $ �. Dg! O • 00 Square/Linear Footage of Work: —Do 15* xxt' Type of Work: ❑ Addition ❑ Alteration ❑ NewRepair/Replace ❑ Demolition Description of Work: IZQDGl.¢" Specify color of color thru tile:, Submittal Fee $ Permit Fee $ 0 50 'CD Scanning Fee $ Technology Fee Structural Reviews $ (Revisedo2n4n014) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ 00 TOTAL FEE NOW DUE $ �� + W— a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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. Signature .��w.�i►r.� s1. OWNER or AGENT The foregoing instrument was acknowledged before me this —)5 day of 20 & by I' V, VrG ho is personally known to me or who has produced Identification and who did take an oath. NOTARY PUBLIC: Signature CONTRA OR The foregoing instrument was acknowledged before me this day of 11A4,y .20 by ,/u ( kc who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as APPROVED BY (Revised02/24/2014) DAYAMAI1 MY{XINMI3SION # EE 162814 EXPIRES: JafluarY 23, 2016 Seal: wANEI.p -w—gET 0mmis m # EE 035735 e8 OdOW 19, 2014 11 Q` 8W" Iron y" F* Uftcnoe X1619 7 lv' 1 '*4 Plans Examiner Structural Review Zoning Clerk JEFF ATWAT R STATE OF FLORIUA CHH RHANCIAL OPRC R DEPARTMENT OF FINANCIAL. SERVICES a DIVISION OF WORKERS' COMPENSATION * * WMFWAYS OF RMUN TO RE EXERT FRW FLORMA WOWJW CORUMOSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 01/11/2013 PERSON PADRON FEIN; 208982A43 BUSINESS NAME AND ADDRESS: SEANCE ROOFING OF SOUTH FLORIDA CORP 7820 sw 120 CT Mimi FL 331183 EXPIRATION DATE: 01111/2013 MICHAEL SCOPES OF BUSINESS OR TRADE. 1- CONTRACTOtt-PRDJECT MANMR. CD 2- ROOFING - ALL KINDS AND, DRIVER IWORTANT: Perms to VaMer 440 . 051141, F.S., a officer of a corporation *he elects exemption from this chapter by filing a certificate of election under this section may so recover benefits or compensation ctNer tbfs ester. Personal to Chapter 440.08112! F.S.. Cat_Nflertes of siecticn to be exert... appiy only within the scope of the baslaess or trade ikM an dw notice of election to be axewL Pursnaat to Cbapter 440.08(13} F.S., Notices of election to be exeabnt and certiffestes of election to be exempt shall be subject to revocetlon it at any time atter the filing of We notice or the issasoce of the certificate, the person named on the notice or certificate a longer greets the re"remeats of this section for issuance of a certificate. The department scall revoke a certificate at any time for failate of tie person oomed on tie certificate to ateet the roluitemseats of this sectiaa. nllEsTlanlsr c85a 41$-160n DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 a Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows. corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print Name: L aaAA Z - 0t r o Signature: State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this 17 day of ak&J,60 , 20,/.//. (SEAL) Contractor Print Name:_1�E�2/� rah Signature: State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this 7 day of s /1A Ail , 20 /t�. of Identification A� EW CERTIFICATE OF LIABILITY INSURANCE MIDDYM DATE /20 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 The Contractors Choice Agency PO Sou 13645 Chandler AZ 85248 CONTACT Jon Rock PHONE (800) 918-3584 FAXNk (077)664-9951 -MIL .Jon@nginsuranceonline.em ADDRESS INSURER AFFORDING COVERAGE NAICS INSURER A -.Preferred Contractors Insurance 12497 INSURED Sundance Roofing of South Florida Corp 7620 SW 134th Ct xi8t i FL 33183 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: i.re. nrrrr.vna rc �n.�woco.rr_ nwKannnai i r[PV.ai"Iv hv"wmm. 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. SR I TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE VWTH THE POLICY PROVISIONS. MJSR POLICY NUMBER 10050 ME 2nd Ave Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE LIMITSL Robert Rock/JON GENERAL LABILITY wr.r. nAs�AeA TtAIU Atl rinh4e rnearVYfl EACH OCCURRENCE $ 1,000,000 DAMAGE TO RRUEU— I S oacurrenca $ 50,000 X COMMERCIAL GENERAL LIABILITY MED ECP AM ori Sewn $ 5,000 A CLAIMSMADE ® OCCUR PC94759 /28/2014 /28/2015 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEMLAGGREGATELIMIT APPLIES PER: -X PRODUCTS-COMPIOPAGG $ 1,000,000 $ COMBINED S R W POLICY PRO LOC AUTOMOBILE LIABILITY BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per ac khO) $ ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS PROPERTY E $ =wem $ UMBRELLA LIAR EACH OCCURRENCE $ AGGREGATE $ EXCESS UAB HOCCUR CLAIMS -MADE DED I I RETENTION s WORKERS COMPENSATION $ V� AER AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTNE OFFICERIMEMBER EXCLUDED? (Mandatory In NH) N t A EL EACH ACCIDENT $ EL. DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ If yyeese desodbe under DES4tRIPTItNd OF OPERATIONS bebw DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (Attech ACORD 101, Additkmal Remarks Sohedub, if more space Is required) Roofing Contractor UrK I Brwp► I C n%JLJJC - - (305) 756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE VWTH THE POLICY PROVISIONS. Miami shores Village 10050 ME 2nd Ave Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Robert Rock/JON wr.r. nAs�AeA TtAIU Atl rinh4e rnearVYfl ACORD 25 (2010/05) v luau .� .,....o..� . INS025 onttwi m Tho ar npn narna artrl Innn ara ranWdbraei marine of A(`.nRn ROOF ASSEMBLIES AND ROOFTOP STRUCTURES I 'VT - ,a� Florida Building Code Edition 2007 _ 1 q 01� High -Velocity Hurricane Zone Uniform Permit Application Form. JULU i L Section A General Infnrrna ienl JBi. Master Permit No. Process No. Contractor's Name Job Addressf�OdD A/JC /lid -930 ROOF CAXEGQRY ff Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 /' ROOF TYPE 13 New Roof ®'Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 6tilr7 Steep Sloped Roof Area (SF) Total (SF) 6-Z�>fl ease SaCtoon R (Roof Planl a • . .... ...... Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppersand o vertiow draiia. *see*: Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. • . s . s . ••a. as e s a • s 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 Sio e�Application) Surfacing: ki1 Pr 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") Product Approval No.: 'T— Design Wind Pressures, From RAS 128 or Calculations: Pmax1Pmax2: "7 f • % Pmax3:-4Qe Max. Design Pressure, from the specific Product Approval system: "572,5, - Deck: 2.S" Deck: Type:VIL.1 yWQ D Gauge/Thickness: Slope: j &- 0.0 Perimeter: /,2-2" oc @ Lap, # Rows 3- @ -(cL" oc Comer. Y--" oc @ Lap, # Rows @ �" oc Number/off Fasteners Per Insulation Board: Field Perimeter �4 - Comer -N/A Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Anchor/Bass Sheet $ No. of Ply(s): C I ) .4. PSJ j� Anchor/Base Sheet Fastener/Bonding Material: I IIT Insulation Base Layer. Base Insulation Size and Thickness: N B tk Base Insulation Fastener/Bonding Material: N1� I Top Insulation Layer pt Top Insulation Size and Thickness: pi P. Top Insulation Faastg a Bonding Material: 3 Base Sheet(s) $ No. of Ply(s): -'s Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): 0T 14 -M- Ply Sheet Fastener i3QndIng Material: 1 PM: I: 1 -s Top Ply Fastener/Sopoing Material: FLORIDA BUILDING CODE — BUILDING •000• . i ... 0000 • • • 1 •00001 •• .0000 • • : 0 Parape'i••':' Height 1 •. • •• 000.04 •� 00*0 ..•••4 �s y ' Miami shores%Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 01AlILCDC'c AGG111A\/IT AC CVCRADT1/1w1 ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2^d Ave Miami Shores, FI 33138 Date: — Re: Owner's Name: ZU fArN Pe t-JJA AN -3> Property Address: 1400 N IE 102-V-4 .y�► I�ul1 SNc .., L.3313$ Roofing Permit Number. Dear Building Official: _ SSSS 1 Ej V,44An ��► A certify that I am not required to retrofit the rootto WN connettions of m?"':' building because: SSSS.. o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000." Please ®itacaproof if AV: SSSS . .. SSSS. valorem taxation. SSSS.. .. ..:..' <e building was constructed in compliance with the provisions of the Florida Building Cod4FF) or with i; provisions of 1994 edition of the South Florida Building Code (1994 SFBC) SSSS.. .. SSSS.. .. . Soso �'y U�Gvtn 'I'�,P/vt o� • • • • Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 15 day of Utr � , ti�i"t§:"'•'. Notary Public, Sate of Florida at Large DAYANA HERRERA chGti IN COMMISSION# EE 162B14 EXPIRES: January 23,2016 Bonded Thru Notary Public Underwriters • When the just valuation of the structure for purlmse of ad valorem taxation is equ of constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/2112009 a WENT OF REGULATORY A_ND ECONOMIC RESOURCES (RER) AND CODE ADMINISTRATION DIVISION [CE OF ACCEPTANCE (NOA) tiiAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami. Florida 33175-2474 T (786)315-2590 F (786) 315-2599 is NOA is being issued under the applicable rules and regulations governing die use of construction materials. The „umentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be :d in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). pis NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section L Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this )duct or material tested for quality assurance purposes. If this product or material fails to perform in the accepted inner. the manufacturer will incur the expense of such testing and the AHJ may immediately revolve. modify. or spend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance. it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the )uirements of the applicable building code. [is product is approved as described herein. and has been designed to comply with the Florida Building Code ;hiding the High Velocity Hurricane Zone of the Florida Building Code. : GAF Conventional Built -Up Roof System for Wood Decks. 0000 ABELING: Each unit shall bear a permanent label,., nth the manufacturer's name or Idgo ,dl . state•21itd' followiitg •; • .teinent: "Miami -Dade County Product Control Approved". unless other% ise noted herein 0 ' "' 0 : 000.00 00 0096•6 ENEWAL of this NOA shall be considered after a renewal application has been filed aia4 j4ere has•�ee ono cha;ge••0 the applicable building code negatively affecting the performance of this product. '.,..9 • • • • • 00 099090 00 0 94#00 ERMINATION of this NOA will occur after the expiration date or if there has bee* -a m1sion or cltsuige ni"a... tterials. use, and/or manufacture of the product or process. Misuse of this NOA as an."f4t:emettt of ttm product.•* r sales. advertising or any other purposes shall automatically terminate this NOA. Failute to cbinply 3,1;44 gpr sect 6ftO • • this NOA shall be cause for termination and removal of N . OA. . • 9 • 99..9 99 • 0600 • • DVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida. andYoitowed by the piration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done its entiretv. 'ECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and be available for inspection at the job site at the request of the Building Official. NOA revises and renetivs NOA No. 07-1219.09 consists of pages 1 through 17. submitted documentation was reviewed by Juan E. Collao. R.A. NOA No.: 13-0.124.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 SYSTEM APPROVAL Roofing BUR Fiberglass Wood -75 psf TABLE 1 ting Base Sheet W Strataventa or't Nailable Base Sheet roid6 SBS Heat- ' Smooth roid" SBS Heat - TM 25 roids 2( 39.3 T' (1 meter) ASTM D 4897 Wide 39.37*' (1 meter) Wide 39.37 (1 meter) Wide (I meter) Wide ASTM D 6161 ASTM D 6164 OSTM D 6163 Product Descrintion Type lI asphalt impregnated and coated glass mat base sheet. Type II asphalt impregnated and coated. fiberglass base sheet. Type VI asphalt impregnated glass felt With asphalt coating. Type IV asphalt impregnated glass felt with asphalt zoating. Asphalt coated. glass fiber mat cap sheet surfaced ith inineral granules. 0000 Asphalt coated. glass f6ber tyat cap S13e.:trface4,,,,, with mineral granules Ntitli'fattory "ied. .• . Energ}-CoteiN . ...*.. ... 0640.. 006.6.. . . Fiberglass base sheet coji&eAon bot4,siders with 00000: asphalt. Surfaced on tht UQ4dm sidQ N fnitteraj. granules embedded in asplWh c coa&ig with facW4.. perforations. •• •• • 06 0980.0 0000... A nailable. fiberglass Qase'sltet intpreglipted ano..::. coated on both sides v4th asphalt. %M&t on toe . bottom side with mineial granules embedded in:"": asphaltic coating. 90.9 Non -Woven Pol}ester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. SBS modified asphalt base sheet reinforce with a glass fiber mat. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 2 of 17 Test Product Dimensions Succif� ication 'GLAS` '� #75 Base 39.37' (1 meter) ASTM D 4601 t Wide 'GLAS"" #80 Ultima " 39.37' (1 meter) ASTM D 4601 Sheet Wide GLASa FlexPh_,'" 6 39.37' (1 meter) ASTM D 2178 Wide 'GLAS"' Ply 4 39.37' (1 meter > ASTM D 2178 Wide 'GLAS'8 Mineral 39.37' (1 meter) .OSTM D 3909 iced Cap Sheet Wide �GLAS'8' Enerp--C.ap"" 39.3T' (! meter) ASTM D3909 Mineral Surface wide Sheet 'GLASE' Strata =enC' 39.37" (1 meter) ASTM D 4497 inator'" Perforated Wide ting Base Sheet W Strataventa or't Nailable Base Sheet roid6 SBS Heat- ' Smooth roid" SBS Heat - TM 25 roids 2( 39.3 T' (1 meter) ASTM D 4897 Wide 39.37*' (1 meter) Wide 39.37 (1 meter) Wide (I meter) Wide ASTM D 6161 ASTM D 6164 OSTM D 6163 Product Descrintion Type lI asphalt impregnated and coated glass mat base sheet. Type II asphalt impregnated and coated. fiberglass base sheet. Type VI asphalt impregnated glass felt With asphalt coating. Type IV asphalt impregnated glass felt with asphalt zoating. Asphalt coated. glass fiber mat cap sheet surfaced ith inineral granules. 0000 Asphalt coated. glass f6ber tyat cap S13e.:trface4,,,,, with mineral granules Ntitli'fattory "ied. .• . Energ}-CoteiN . ...*.. ... 0640.. 006.6.. . . Fiberglass base sheet coji&eAon bot4,siders with 00000: asphalt. Surfaced on tht UQ4dm sidQ N fnitteraj. granules embedded in asplWh c coa&ig with facW4.. perforations. •• •• • 06 0980.0 0000... A nailable. fiberglass Qase'sltet intpreglipted ano..::. coated on both sides v4th asphalt. %M&t on toe . bottom side with mineial granules embedded in:"": asphaltic coating. 90.9 Non -Woven Pol}ester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. SBS modified asphalt base sheet reinforce with a glass fiber mat. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 2 of 17 aADF, NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description beroid" Mop Smooth 39.3T' (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. -; 5 -Id' Fire 350 sq ft, roll ASTM D �6 Non -Asphaltic Fiberglass -Based Underlayment. Roof Deck Surface Seal 5 gallons ASTM D 6083 Solent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. INSULATIONS: APPROVED Manufacturer (With Current NOA) GAF GAF GAF CrAr 0 . . . 0000 0696.6 0000.. • .. 0000.. 0000.. GAFe 0000 0000.. 66 9 6000 . 66 .0600 600006. . .. 0000. SG �prficd'tion .. .• 0000.. �tiae Ridge FMrBoard. Inc. 0. 6 • . . 0 0 666. 0000.. 9 :0900 66 • .006 6 . •006 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 TABLE 2 Product Name Product Descrintion aardPolviso Insulation Polvisocvanurate foam insulation aard'" RA Polviso Insulation Polyisocyanurate foam insulation care RN Polviso hisulation Polyisocvanurate foam insulation aardT" Perlite Roof Insulation Perlite insulation board. aardT14 Perlite Recover Board Perlite recoy er board aard'" RA Composite Polviso Pohvisocyaanurate foam insulation iN ith high n density fiberboard or Permalite perlite insulation Gypsum -Fiber Roof Board Cn-psum roof board ,k" High Density Fiber Board High density fiber board APPROVED Manufacturer (With Current NOA) GAF GAF GAF CrAr 0 . . . 0000 0696.6 0000.. • .. 0000.. 0000.. GAFe 0000 0000.. 66 9 6000 . 66 .0600 600006. . .. 0000. SG �prficd'tion .. .• 0000.. �tiae Ridge FMrBoard. Inc. 0. 6 • . . 0 0 666. 0000.. 9 :0900 66 • .006 6 . •006 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 FASTENERS: am Product ember Name 1. Drill Tec"" # 12 Fastener 6. 7. TABLE 3 Prodjlct Descriution Insulation fastener for steel, wand & concrete decks. Manufacturer Dimensions (With Current NOA) c=arious GAF 4444 T®a7" 414 Basten Tngttjat onfaetPnP.r fhr gteel yaraous GAF wood & concrete decks. Drill -Tec' XHD Fastener Carbon steel extra heavy duty, Various GAF fastener used in steel decks. Drill -Tec' ASAP 3S Drill-TecT`' #12 Fastener Various GAF with Drill-TecT`4 3" Standard Steel Plate Drill-Tec 3" Steel Plate Round galvaltune stress plate 3" round GAF used with Drill -Tec fasteners. Drill -Tec' 3" Standard Steel Round galvalunie plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill -Tec'' fasteners. Drill -Tec'" AccuTrac-' Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill -Tec #12 Fastener. Drill -Tec'" 414 Fastener and Drill -Tec'' #15 Fastener. 8960 Drill -Tec' ` AccuTrac R Galvalume Steel plate for use 3" square OM 4, • 0 6 8 8 6 8 Recessed Plate with Drill -Tec"` fasteners. .•e. ... .' 8888.. .. 6.6666 88.086 8888 .. :0000 8888.. • 9 0080 • •• •0000 0880•• • • •• • . • • 0800• •• •• • •. 0888.• 00.6.0 • . 6 0088.• 6660 % • • • • • 0 . 0008 . • 0888•00 0• • ..•. NOA No.: 13-0.124.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 4 of 17 IDENCE SUBMITTED: Test Atencv Test Identifier i F tory Mutual Research Corp. J.I.2B8A4.AM J.I.3B9Q1.AM J.I.ODOA8.AM J.I.ODIA8.AM Asphalt Technologies, Inc. of S. Fl. 1ty I ERD GAF -084-02-01 GAF -314-02-01 GAF -315-02-01 GAF -276-02-01 Rev GAF -276-02-02 GAF -270-02-02 02-005 02-014 66850.08.07-1 G34140.04.11-4. 630250.02.10-3-R1 634140.04.11-5 G34140.04.11 -5 -RI G34140.04.11-2 Description D..= 4,470 07/02/97 4470 01/08/98 4470 07/09/99 4470 - TAS 114 07/29/94 ASTM D 6083 ASTM D 2178 ASTM D 2178 ASTM D 6083 ASTM D 226 ASTM D 226 TAS 114 TAS 114 ASTM D 3909 ASTM D 6401 ASTM D 3909 ASTM D 4897 ASTM D 4897 ASTM D 6163 0000.. 0000.. 0000 0000 0000.. 0000 0000.. 05/09/06 08/23/11 08/23/11 12/16/10 11/15/10 11/15/10 01118/02 03/22/02 09/13/07 04/25/11 11/26/12 o4/25/11 10/18/13 04/25/11 0000 0000 0000.. 0000 0000 ...... . . .0000. .0000. 0000. 0000. 0000.. 0000.. 0000.. . NOA No.: 13-0424.09 Expiration Date: 11/04/13 Approval Date: 10/31/13 Page 5 of 17 IkOVED ASSEMBLIES Type 1I: t Wood. Insulated Description: Type A: is/3," or greater plywood or wood plant: Anchor sheet mechanically fastened. all layers of insulation adhered with approved asphalt. or more lavers of any of the tonowmg insulations. Laver Insulation Fasteners Fastener (Table 3) Density/W ardTm Polyiso Insulation, EnergyGuard"M RA Polviso Insulation, EnergyGuardT`z RA Composite Insulation in I" thick N/A N/A Guard"" Perlite Recover Board m 1/z" thick N/A N/A GuardT" Perlite Roof Insulation m 3/a" thick N/A N/A ote: All insulation shall be adhered to the anchor sheet In full mopping of approved hot asphalt within the VT range and at a rate of 20-40 lbs/l00 W. Please refer to Roofing Application Standard RAS 117 for rsulation attachment. Composite insulation panels may be used as a top laver placed with the polvisocvanurate de facing down. GAF requires either a ply of GAFGLAS 4' Stratavent� Eliminatoem Perforated Venting Base heet laid dry or a layer of EnergyGuardTm Perlite Roof Insulation or wood fiber oreriay board on all ocranurate applications. • • • • . . .... ...... ire Barrier: FireOut*"N' Fire Barrier Coating. VersaShield4' Fire -Resistant Ro89 17ec$ Protection pr • ...... • optional) Securockx` Gypsunt Fiber Roof Board. '.; � � • • nchorsheet: GAFGLW #80 Ultima"m Base Sheet. GAFGLAS' Stratax-en`.�Dpiinator;; Njilable :••••� Venting Base Sheet. Ruberoid' 20. Ruberoid" SBS Heat -Weld-°"; $i>Ldoth or.R.ftbjfbid° • • • Heat=WeldTy 25 base sheet mechanically fastened as described&Aaw& .. ..:..' astening Options: GAFGLAS" Ply 4. GAFGLAS' Flex Ply'rm 6. GAFGLAV #71; $p§q, Sheet or a ev of aboi e • 0:' anchor sheets attached to deck with approN ed annular ring dial& n�'ils:and tilt caps at a ... gas • fastener spacing of Y' o.c. at the lap staggered and in is,. rows 12" o c. in tl>g'i3�18' . (Maximum Design Pressure -45 psf, See General Limitation A+�' ' .... :0000: GAFGLAS' Ply 4. GAFGLAS' F1exPlyT`" 6. GAFGLAS 975 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT`t #12 Fastener. Drill-TecT`t 414 Fastener and Drill -Teem 3"' Steel Plate. Drill-TecT" AccuTrac' Flat Plate or Drill -Teem AccuTraca Recessed Plate 12 o.c. in 3 roe's. 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) i NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 6 of 17 Sheet: Sheet: GAFGLAS'k FlexPlyTM 6, GAFGLAS''; #75 Base Sheet�r anv of above anchor sheets attached to deck with approved annular�iTng shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS#80 UltimaTM Base Sheet. RuberoW' 24, Ruberoida Mop Smooth. base sheet attached to deck with approved 1'l;' annular ring shank nails and inverted 3" steel plate at a (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS'' #75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecT`t #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, DriII-TecTM AccuTrac" Flat Plate or Drill-TecTM AccuTrac" Recessed Plate 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) Anv of above anchor 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) GAFGLAS'", #75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecT`t 412 Fastener or DriII-Tec'"t # 14 Fastener and 3" Drill-TecTM 3" Steel Plate. Dri11- TecrM AccuTrac�' Fiat Plate or Drill-TecTM AccuTracg' Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other ro-*ys are equally spaced approximately 9" o.c. in the Field of the sheet. 0000 (Maximum Design Pressure —75 psf, See General Limitation # .... 0000.. Optional) Install one ply of GAFGLAS" #7S Base Sheet. GAFGrAS448o tmitiW64 Base •� Sheet. GAFGLAS'"' Stratayent" Eliminator "M Perforated Ventini•WeSlieet. Rubtfoid`$' • • • • • • Mop Smooth. RuberoW' 20. Ruberoid" SBS Heat -Weld"' Smo *V * * uberoid'* SBS Heli m o. Weld*rm 25 directly over the top layer of insulation. Adhere wiftgt=v; approve d q hopping . a a 0 0 asphalt applied within the EVT range and at a rate of 2040 lbs4%W,(See Gertpral lrimitatiQV; ., • #4). 0000. 00.0 090000 One or more plies GAFGLAS° PLY 4�CrAFGLASa' Flet PlvT444s t et or GAFCwLAS"'#80 .' Rima Base Sheet adhered in a full uibpping of approved aspltffit applied w#hh�t�e EVT•999:. range and at a rate of 2040 lbs.'sq., • � • 0000.. .. . 9949 9 9 0909 YOA No.: 13-042.1.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 7 of 17 p Sheet: (Optional) ane ply of GAFGLAS8' Mineral Surfaced Cap Sheet r GAFGLAS" EnergyCap BUR Mineral Surfaced Cap Sheet adhered in a mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. rfacing. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively- in a flood coat i 2. aaimum Design e essure: See Fastening above. r 9 1 •6•• i • 6666 6666•• ••�••• •• 6666•• • ' 6666•• 6666 •• • • • 6666 • •• 6666• 6666•• •• • 66.00 • 6••66• • • • • • • •666•• • • • • • 6 • 6 •0000• 0000 0 •6•• • 1 N OA No.: 13-0424.09 M1AhfF E C01 NTYM Expiration Date: 11/04114 .. Approval Date: 10!31/13 Page 8 of 17 Type 1I: Wood. Insulated k Description: 19/32" or greater plywood or wood plank stem Type B: Optional base sheet laid dry; base laver of insulation mechanically fastened, optional top laver adhered with approved asphalt. e e or more lavers of anv of the following insulations. sulation for Base Laver Insulation Fasteners Fastener (Table 3) Density/ft' nergyGuardT" Polyiso Insulation, EnergyGuardT'E RA Polviso Insulation iniunum 1.3" thick 1. ?. 3 or 4 1:3 f? nergyGuardTM RN Polyiso Insulation inimum 1.4" thick 1.2. 3 or 4 1:3 W tardTM RA Composite Polyiso Insulation 1.5 thick 1:3 fO tardT" Perlite Roof Insulation '! - thick 1.2. 7 or 8 1:2 W k°' High Density Fiberboard 1'° thick 1.2. 7 or 8 1:=4 W ote: Base laver shall be mechanically attached with fasteners and density described. Insulation panels listed i re minimum sizes and dimensions: if larger panels are used the number of fasteners per board shall be ` icreased maintaining the same fastener density (See Rooting Application Standard RAS 117 for ftng etails). GAF requires either a ply of GAFGLAS" Stratavent° Eliminatory" Perfort* delenting 81.10PSheet 00 'd dry or a laver of EnergyGuardT" Perlite Roof Insulation or h ood fiber overlay WgVL gn all isoc%,purate *see: • pplications. • • • i • • • • nsulation for Top Laver !Table 2) Insulation fits Mors • histene4- • (Table jM: •• Ifensitvifte:". ny of the insulations listed for Base Layer, above. N/�y • • • • • � -0:-N/A' •••N/A tructodek" High Density Fiberboard. EnergyGuardT" Perlite Recover Board �••:'� ' •• inimum is' thick 'v'� .'. • N/A • ote: Optional top layer of insulation shall be adhered with approved asphalt within the EVT ranje and at a ate of 20-40 lbs./100 fez. Please refer to Roofing Application Standard RAS 117 for insulation attachment. omposite insulation boards used as a top laver shall be installed with the polyisocyanurate face down. are Barrier: optional) FireOutT*1 Fire Barrier Coating. VersaShielda Fire Resistant Roof Deck Protection or SecurockTm Gypsum Fiber Roof Board. NOA No.: 13-0.424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 9 of 17 B ase Sheet: y Sheet: (Optional) Install one ply of GAFGLAS" #75 Base Sheet. GAFGLAS � #80 Ultima" Base Sheet. GAFGLAS"' Ply 4. GAFGLAS'q' FlexPlyT-,f 6. GAFGLAS'* Stratavent"' Eliminator - Perforated Venting Base Sheet laid dry. Ruberoidt Mop Smooth or Ruberoidl' 20 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). Two or more plies of GAFGLAS"' Ply 4, GAFGLAS$ F1exPly Tis 6 or GAFGLAS'� 480 Ultima r.. - — n .1 = ---c-----"-----J--"---��----"-��- -`-�`� -- -- rr[7T __��- ----I (j11�i1 GU Ill Q 1UU LUVtJFI.U5 VL "FFAV V\ U 4DFJ Wt UJJJJ-1V YV4L 111 L"%o L ♦ 1 i[Ql5r (iI WUI tate of 20-40 lbs. Fteafian ntmber for appmp4sfe mmiber. ef plies iia P p Sheet: (Optional) One ply of GAFGLASt' Mineral Surfaced Cap Sheet or GAFGLAS'g EnergyCapT.4 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. (See GAF application instructions for approved method of installation). rfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions I. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq, respectively in a flood coat of approved asphalt at 60 lbs./sq. ?. Topcoats' Surface Seal SB applied at Ito 1.5 gat./sq. aximum Design l$ ssure: -45 psf; (See General Limitation #7) k s 0000 • • 0000 000••0 0000•• •• 0000•• • 0000•• • • • 0000•• 0000 •• • • • • 0000 • •e 00.00 00.00• •• • •0•s• •• •• • •• goes•• • ••e••• • • • • • 0 • • • • 000000 • • • • • • • • ••gee• 080 • 0000 'OA No.: 1341.12.1.09 PPROVEDi Mur+uoaoE Nry Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 10 of 17 ck Type 11: Wood.. Insulated ti ck Description: 19/32 11 or greater plywood or wood plank stem Type C: One or more layers of insulation sunuhaneously attached: Base laver optional. General and System Limitations shall apply. { S sulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/fe ergyGuardTm RN Polyiso Insulation, EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso ulation inimum 1.3" thick N/A N/A ergyGuardT11i Polviso Insulation in. 1.4" thick N/A N/A nergyGuardrm RA Composite Polviso Insulation inimuiu 1.5" thick N/A N/A nergyGuardTM Perlite Recover Board inimum 314" thick N/A N/A ructodek" High Density Fiber Board inimum 1" thick N/A N/A ote: All layers shall be simultaneously fastened; see top laver below for fasteners and density. Insulation els listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be ( creased maintaining the same fastener density. Please refer to Routing Application Standard RAS 117 for 1 isulation attachment. GAF requires either a ply of GAFGLAS" Stratavent"Eliminatory"I Perfogatftenting ase Sheet laid dry or a laver of EnergyGuardTM Perlite Roof Insulation or wood fibIr ovJay bodi'ct bn all 0000:9 i ocyanurate applications. • • • • •• . . .. { • .. 000000 sulation for Top Laver Insulation Fasteners •Fastener . (Table.3')•••. ;••Depsity/1l?•••: f nergyGuardrm Polyiso Insulation, EnergyGuardT" RA Polyiso insulation 0008 ••• . •. • • • • • . .0. l y Minimum 1.3" thick 1. .0 ..• 3 •� 0 00 .f:3 ..... ft 0000.. • ••0••• nergyGuard'fm RN Polyiso Insulation • • inimuin 1.=h" thick 1. 2 0' 3 � 0 0 0..:1:3 ft': • • • •: nergyGuardT"� RA Composite Polyiso Insulation .. . 0000 . inimum 1.5 thick 3 •... IMF nerg GuardTM Perlite Roof Insulation inimum 3/4" thick 1. 2. 7 or 8 t:2 ft' tractodek' High Density Fiber Board Iinnnum 1" thick h . 2. 7 or 8 1:4 ft' NOA No.: 134)424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 11 of 17 : insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of ners shall be increased maintaining the same fastener density. Please refer to Roofing Application dard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS"' Stratavent" anatofm Perforated laid dry or a layer of EnergyGuardTnt Perlite Roof Insulation or wood fiber overlay d on all isocyanurate applications. Barrier: FireOutTM Fire Barrier Coating, VersaShield4' Fire Resistant Roof Deck Protection or 10 e Sheet: (Optional) Install one ply o _ Sheet. GAFGLAS" Ply 4. GAFGLAS F1esPly'-' 6. GAFGLAS8' Stratavent" ElimintatorT'� Perforated Venting Base Sheet laid dry. Ruberoid'' Mop Smooth or Ruberoid" 20 directly over the top laver of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20=40 lbs./sq. if base sheet is applied directly to poh isocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved: see General Limitation #4. y Sheet: Two or more plies of GAFGLW Ply 4. GAFGLAS" Fle.Ply` 6 ply sheet or GAFGLAS�' t 430 Ultima'' Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. ap Sheet: (Optional) One ply of GAFGLAS'g' Mineral Surfaced Cap Sheet or GAFGLASEnergyCap 'M BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. rfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen 3 components must be applied according to manufacturer's application instructions. L 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. Topcoat" Surface Seal SB applied at Ito 1.5 gal./sq. aximum Design 000000 ressure: --45 psf; (See General Limitation #7i •••• ••••.. :*gee: j..goes . eggs so 0 ...... . eggs . os egos• ...... g. g ..... . .. .. . oo ...... g . . . . .eggs. NOA No.: 13-042.4.09 MIAMICOUNWM Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 12 of 17 :k Type 1I: Wood, insulated :k Description: 191;211 or greater plywood or wood plank tem Type D: Insulation and Base sheet simultaneously General and System Limitations shall apply. Drill-TeO," 412 Fastener or Drill-Tecr"' 414 Fastener and Drill-TecTM 3"' Steel Plate. Drill- TecTh1 AccuTracR' Flat Plate or Drill -Tec'''" AccuTrac� Recessed Plate is Inst%liad,91fough the base sheet and insulation in 4 rows 8" o.c. One row is in the Z" sido. lap. Thebther 3 •••••• rows are equally spaced approximately 9" o.c. in the field of the sAtet.; •, (Allmimum Design Pressure —75 psf, See General Limitation #4 a "' " goose* ••••• ...... GAFGLAS'9' #80 UltimaT�" Base Sheet. Ruberoidr' 210. Ruberoide M- ap,Smootjr �ase. sheet* • • o attached to deck with approved annular ring shank nails with a mtltiflttun embechfient of 1'6 •; • • ... •• ":? •••t• into the «•ood substrate and inverted s steel plate at a fastener s•paein$ of 9 p.�. al,the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of toe membrane. • . . . . ...... (Maximum Design Pressure —60 psf,, See General Limitation 0*7) • • • • • • Drill-TecT" #12 Fastener and Drill-TecTM 414 Fastener and Drill --feel; 3" Stea1Wte. Drill- TecTM AccuTrac Flat Plate or Drill-TecT"'AccuTrac Recessed Plate in =1 rows 12' o.c. One row is in the 2 side lap. The other rows are equally spaced approximately. 9" o.c. in the field of the sheet. ( laximum Design Pressure —60 psf, See General Limitation #7) Sheet: One or more plies GAFGLAS4 Ply- 4. GAFGLASR FlexPlcT�16 or GAFGLAS° 180 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-4.0 lbs./sq. 1ZUUjHDAM NOA No.: 13-0424.09�rrr Expiration Date: 11/04/13 Approval Date: 10/31/13 Page 13 of 17 (Table 3) Density/ft' ,gyGuardT" 1 Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation mum 1.3" thick N/A N/A etodeO high Density Fiber Board mum 1" thick NIA N/A Barrier: FireOuf"m Fire Barrier Coating. VersaShieldR' Fire Resistant Roof Deck Protection or ional) SecurockTM Gypsum Fiber Roof Board. Sheet: Install one ply of GAFGLAS" 475 Base Sheet. GAFGLAS" #80 Ultima " Base Sheet. GAFGLAS'�' Stratavenfl Eliminatofrm Nailable Venting Base Sheet or Ruberoid°' 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below: ening Options: Drill -Tec'" # 12 Fastener or Drill-Tec''M # 14 Fastener and Drill -Tec" m. 3 ' Steel Plate, Drill- TecTM AccuTracS' Flat Plate or Drill-TecTM AccuTrac " Recessed Plate is installed through the base sheet and insulation in 3 rows 12" o.c. 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) Drill-TeO," 412 Fastener or Drill-Tecr"' 414 Fastener and Drill-TecTM 3"' Steel Plate. Drill- TecTh1 AccuTracR' Flat Plate or Drill -Tec'''" AccuTrac� Recessed Plate is Inst%liad,91fough the base sheet and insulation in 4 rows 8" o.c. One row is in the Z" sido. lap. Thebther 3 •••••• rows are equally spaced approximately 9" o.c. in the field of the sAtet.; •, (Allmimum Design Pressure —75 psf, See General Limitation #4 a "' " goose* ••••• ...... GAFGLAS'9' #80 UltimaT�" Base Sheet. Ruberoidr' 210. Ruberoide M- ap,Smootjr �ase. sheet* • • o attached to deck with approved annular ring shank nails with a mtltiflttun embechfient of 1'6 •; • • ... •• ":? •••t• into the «•ood substrate and inverted s steel plate at a fastener s•paein$ of 9 p.�. al,the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of toe membrane. • . . . . ...... (Maximum Design Pressure —60 psf,, See General Limitation 0*7) • • • • • • Drill-TecT" #12 Fastener and Drill-TecTM 414 Fastener and Drill --feel; 3" Stea1Wte. Drill- TecTM AccuTrac Flat Plate or Drill-TecT"'AccuTrac Recessed Plate in =1 rows 12' o.c. One row is in the 2 side lap. The other rows are equally spaced approximately. 9" o.c. in the field of the sheet. ( laximum Design Pressure —60 psf, See General Limitation #7) Sheet: One or more plies GAFGLAS4 Ply- 4. GAFGLASR FlexPlcT�16 or GAFGLAS° 180 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-4.0 lbs./sq. 1ZUUjHDAM NOA No.: 13-0424.09�rrr Expiration Date: 11/04/13 Approval Date: 10/31/13 Page 13 of 17 Gap Sheet: (Optional) One ply of GAFGLASMineral Surfaced Cap Sheet or GAFGLAS' EnergyCaprM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20=10 lbs./sq. j urfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen 9 components must be applied according to manufacturer's application instructions i 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat {of approved asphaltst 60 thiz /.-,Cl asimum Design ressure: See Fastening Above P 1 3 f s A i i i 1 i d 0000 • • 0000 0000•• 0000•• •• •0•••• • i 0000•• • • • •••••• 0000 •• • • • 0000 • •• 0000• 0000•• •• as 0.000 •• 00• •• • • ••• 0000•• • 00 • • • • 0 • • • • 0 000•• 0000•• • •• • • 0000•• • 0000 • • • •••• r i NOA No.: 13-0424.09 d1mm Expiration Date: 11/04114 Approval Date: 10/31/13 Page 14 of 17 1z Type l: Wood. Non -insulated :k Description: i9/3`" or greater plywood or wood plank decks tem Tv pe E: Base sheet mechanically fastened. General and System Limitations shall apply. anal) SecurockTM Gypsum Fiber Roof Board. sheet: GAFGLAS'!' #30 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet. Ruberoie 20. Ruberoie SBS Heat-WeldTM Smooth or RuberoW' SBS Heat- WeldTM 25 base sheet mechanicaIly fastened to deck as described below; !ning Options: GAFGLAS'!' Ply 4. GAFGLAS" FletP1yTM 6. GAFGLAS'' 475 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tui 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' F1exPlvTM 6. GAFGLAS'g" #75 Base Sheet or anv of above base sheets attached to deck with Drill-TecrM #12 Fastener or Drill-TecTM #14 and Drill - Tec"' 3" Steel Plate. Drill-TecrM AccuTrac"' Flat Plate or Drill-TecTM AccuTrac' Recessed Plate 12" o.c. in 3 rows. One roar 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) d GAFGLAS'' Flex Plv-rM 6. GAFGLAS'' #75 Base Sheet or any of above base sheets I attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"' lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) • • • • . . .... ...... GAFGLAS° #80 UltimaT�' Base Sheet. Ruberoid" 20. RuberoidOV64 Smoc3tln. base sheet attached to deck with approved H/i" annular ring shank nails aa6 k warted 3" steel plate ata..:. fastener spacing of 9" o.c. at the 4" lap and in two rows staggemel•;kk a fastener spacinj of � • 9" o.c. in the center of the membrane. 4,0000" • • • (Ma iinum Design Pressure --60 psf, See General Lindtadon #7J. • • • • • • • • • GAFGLAS'6 475 Base Sheet or ani of above base sheets attacIvidWa Teck N«th W11-TeciVe e * 9 # 12 Fastener or Drill-TecT'4 # 14 Fastener and Drill -Tec 04 3" Ito Hate. Drill-•TecTM • AccuTrac' Flat Plate or Drill -Tec" -4 AccuTracH' Recessed Plate 12" dc. in jJ4h;. Cine""'• row is in the 2" side lap. The other rows are equally spaced a*roxnilnaately 9" o.c. in the;....; field of the sheet. 0 • 0 *see ' • (Maximum Design Pressure —60 psf, See General Limitation #7) 6 0: 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 #i) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17,/ GAFGLAS'g' #75 Base Sheet or any of above base sheets attached to deck with Drill TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTracz Flat Plate or Drill-TecTM AccuTrac' Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) y Sheet: One or more plies of GAFGLAS"' Ply 4 GAFGLAS'B' #80 Ultima Base Sheet adhered in a .t... rX 7r w «a — . —r,A t o Sheet: (Optional} One ply of GAFGLAS* Mineral Surfaced Cap Sheet �r GAFGLAS` EnergyCaom 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. Acing. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 Ibs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. ?. Topcoats' Surface Seal SB applied at Ito 1.5 gal./sq. imum Design sure: See Fastening Above '.VOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 0000 . . 0000 0000.. 0000.. 0000.. 0000 .. 4 6 0000 . .. .060. 0000.. .. . 00000 90 .• 0 60 66e090 .6..69 0 00 0 0 s 9 0.000• 4960.• 6 . • •eggs• of • 9090 . • '.VOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASs Ply 4 and GAFGLA&• Flex P1vTM 6 when used as a mechanically fastened i base or anchor sheet. 2 Minimum 1/4" Dens DeckTM Roof Board or %i•' Type X gypsum board is acceptable to be installed directly over the wood deck. 14 Fire classification is not part of this acceptance; reser to a current Approved Kooling Materials Directory for fire I ratings of this product. 21 Insulation may be installed in multiple lavers. The first laver shall be attached in compliance with Product Control 8 Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the 9 EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattens of the top laver { 31 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size q shall be 4'x T maximum. 41 An overlay and/or recovers board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovers 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 i each sidelap 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 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5.1 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 IV_ as tested in compliance with Testing Application Standard TAS 105. If the fastener value. as field-tested. are below 3 275 lbf. insulation attachment shall not be acceptable. 6.1 Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachnnent 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 Professional Engineer. Registered •Architect, ordf "ejAered 0 Roof Consultant may be submitted. Said revised fastener spacing shall utilize the with dnYah•Yesist `e value �• taken from Testing Application Standards TAS 105 and calculations in compliance witjn„ 990ng Appliogt�n 000.� Standard RAS 117. 096:64 7.1 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these eseas90 Fast&tf *': densities shall be increased for both insulation and base sheet as calculated in compliano&V41 Rookng•Applicatiox0. Standard RAS 117. Calculations prepared. signed and sealed by a Florida registtq&9trofesj6gal•�ngine m�••0 Registered Architect. or Registered Roof Consultant (When this limitation is spRiOAally rffer"d witl'iftl0; 6 this NOA, General Limitation #9 will not be applicable.) ' 0 0.0 0 8.1 All attachment and sizing of perimeter nailers, metal profile. and/or flashing termination deigns shINconform tQ 6 ! Roofmg Application Standard RAS 111 and applicable wind load requirements. 6 .00 ; 0000 :0606: 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones perimeters. and corners). Neither rational analysis. nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended confers and corners). (When this limitation is specifically referred within this NOA. General Limitation #7 will not be applicable.) 16 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. I END OF THIS ACCEPTANCE ;I NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 raged of JJ use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1. In. minimum thick ium board Is an acceptable alternate for minimum Insulation over C-15/32 thick root decks. vi- LW f polystyrene Insulation board between minimum %-in. thick Wlte board and deck with rosin paper (perIlWrosln �e/perllte) is a suitable alternate for polyisocyanurate board in the following Class A, 8 or C systems. rd@ RA" or "Tapered energyGuakd® RA" or "EnergyGuarde Composite RA" may be substituted for any Atlas nolylaoC,anurat- any of the following Classifications.nM8 Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphstr. #80 Premium Base Sheet" may be used in any of the following systems. Flex Ply 6" and "Trt4" in lieu of any pernte Insulation in any of the following PIC Classifleations. U OUNW rise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "F(reshleid MB" at 21h to 3-gal/100- 0 Dual Smooth" may be used as an aitemate to "Ruberold® Mop Smooth" or "Ruberoid® 20" or "Ruberoidda 20 HT" I VA* Smooth 1S" may be used as an alternate to "Ruberold® Mop Smooth" j Clap A, B and C HC t g asphalt, for use with organic and glass felts or modified bitumen membrane. 1 i "RHeat Weld" SBS roofing membrane may be used in lieu of "RuberoldO Mop SBS products in any applicable GassUlcatlon. Ta Claris A i1. 4a C-15/32 %neem$ 3 Insuletion (Opd m* - One or more layers polite or wood fiber or glass fiber or poiyisocyanurate or urethane or peritte/polyisManurate canposite or pe rlite/urethene composite or wood f er/polyisocyanurate composite or phemic, any thickness. Three more piles Type G1 or "GAFGLASO Ply 4" or 11`014 0 Ply 4" or "GAMLASS Ply 6" hot mopped. - — „ ��--- 00** ar C-15/32 XncM 2 • • 0000 ••••�• •• • ••• • boulifflon (Opdanid)r - One or more layem perhte br worm fiber or glass fiber or polyisocyanurate or urgw," • 0 • • • •: • pe rlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/pofyisoeyanurate composite or phenolic, any thlc . PIy IN I -Three or more plies Type G1 or "GAFGi.ASO Ply 4" or "T i -Ply® Ply 4" or "GAFGLAS81 Ply 6". • • •. • • : • • • • ' Cap Sheft - One ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet` or "Tri -Ply® Mineral Surfaced Cap Shp►" or"GAWQLA!!AP • EnergyCepTM TM OUR Mineral Surfaced Cap Sheet." • • • 0000 �"• •• 0000• 3. �. ._. __.. 09.00• •• • NC Itrcliner 2 • • • • • 00000 0 049:4 i •999•• • Iru ft mr ( Qt - One or more layers polite, wood fiber, glass fitter, polyisocyanurate, urethane, p•@rllitOptylsocyrwrats • 004000 r composite, pemWurethane composite, wood fiber/polyisocyanurate composite, phenck, 2-1n. mmdmum. • • • • • • Piyt BMsb -- Two or more piles Type Gl "GAFGLAS® Ply 411, "rN-Ply® Ply 4" ar"GAFGLAS® Ply 60. • • • i • • • 9 i Cap Staab -" One ply Type G3 "GAFGLASS Mineral Surfaced Cap sheet" or "Tri -PIA Mineral Surfaced CajF*W11r$r "GAFGLWA . • EnergyCapm BUR Mineral Surfaced Cap Sheet." ..:. l 4 I i C-15/32 IRICUM 1 { Stip Mwet (Opi ensl)r - Red rosin paler, nailed to deck. or gloss fl I1 1(ep�)t - Any thtdatess Polite or wood fiber fiber or poly�Cyanurete mechanically fastened or adhesed with hie. "CIVBWW Faawmg System" or any UL Classified Irtsutatlorr adhesive. goo Shwu - One ply Type G2 " FGLAS : Base Shea or "Tit -Ph® #75 Balie Sheet" (may be nailed). SMab -One or more pass r "TYi-Ply® Pty 4" or GAFGLAS® Ply 6". ShoM - One Ply Type G3nera ed Sheat" or'ri-Pty® MlnerW Surfaced Cap Sheer or "GAFGLASS i { rtWgyCapI" SUR Mineral Surfak p (opslonal): - "TOPCOAT® EnergyCote— applied at a rate of 2-2al/100-ft2. 5� NC irtclirar 3 ' Ht S - l ul.com/cgi-binoMA=platoUSEXT/IFRAMEtshowpagelftd?namc--TG... 4/5/2012