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RF-16-2582 Miami Shores Village Building Department 10050 N.E.2nd avenue mss► Miami Shores, Florida 33138 ��pR ► �' Tel: (305) 785.2204 Fax: (305)756.8972 RE:Permit#-R F-9-16-2582 DATE: INSPECTION AFFIDAVIT I Alain Gonzalez kensed as a(n)Contractor/Engineer I Architect, (Oft we and drde umnse Type) FS 488 Building Inspector License CCC1325556 On or about .I did personally inspect the roof deck nauina and — (DeIDaeme) Secondary ureter barrier work at 343 NE 99 Street Miami Shores,FL 33138 (con hie Job Sao Addnw) Based upon that examination I have determined the installation was dome according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) 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. Sworn to and subscribed before me this day of +. HANNA FADUL Notary Public,Sate of Florida at Large ' ' Nom'PMO-mate of MWWI +� Canrs►iaaion i FF 888141 .;� MY Comm.MON Apr 30,2020 kimbe"Inw�+N INotaryAM. *Cww 1,Budding,Reddw&,orRAnp{brrb dots or ani kdvldual carded ureter 468 F.S.>o mob wA an h*edm Rdude 01 ems+plarre�� v Mh pmd#and addrew f dearly ftw m*ed on ft dw*tor each bqxdo Raved on 51 IRM Miami Shores Village 7 �oo►� :: 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 x r fi Phone: (305)795-2204 '81txt Sfais. Expiration: 03119/20::j Project Address Parcel Number Applicant 343 NE 99 Street 1132060135500 PETER ABRAMS Miami Shores, FL Block: Lot: Owner information Address Phone Cell PETER ABRAMS 343 NE 99 ST MIAMI SHORES FL 33138-2436 Contractor(s) Phone Cell Phone Valuation: $ 5,950.00 ISAACS ROOFING&INSULATION CO] (305)234-5234 (786)277-9756 Total Sq Feet: 700 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT TO FLAT SELF ADHERE WH Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# RF-9-16-61392 DBPR Fee $3.75 09/20/2016 Credit Card $276.10 $0.00 DCA Fee $3.75 Education Surcharge $1.20 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $276.10 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 ce ' that all the f ing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni g. Futhe ore,I orize the above-named contractor to do the work stated. September 20,2016 Authorized Signat e:Owner Applicant / Contractor / Agent Date Building Dep t Copy September 20,2016 1 Miami Shores Village C g SSP 2816 Building Department BY. 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 BUILDING Master Permit No. Vv - kky Z5a Z_ PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC MMOOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION El SHOP CONTRACTOR DRAWINGS Q JOB ADDRESS: �� l f City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: ii Flood Zone: BFE: FFE: (; OWNER:Name(Fee Simple Titleholder): It"�iF� �`14. Phone#: 3OTr Address: I Lt 3 N A S I s3- City: /A_6160-21& State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: $ 3k— Phone#: 2- Address: City: State: e-"` Zip: Qualifier Name: AAAA. Circ 41- Phone#: 3yT -2-3 Y "2- State Certification or Registration#Cc Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: �6 6 Type of Work: ❑ Addition ❑ Alteration ❑ New 51 Repair/Replace ❑ Demolition Description of Work: dir L** �-c C'n� Specify color of color thru tile: Submittal Fee$ 5 °'1 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$ (Revised02/24/2014) 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. Snaturerqf Signature- 19 OWWR or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this c=)L day of 20 V_g by '2— day of 20 t4 ,by who is personally known to A4Z--V+ 64np4C,� ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Ir)ril:'01 Ae Print:—` :Nagonal VIANNAVAULIL � '4 �%z Notary Public-State of Fl�idaSeal:_:� e`�� Notary PublnNotaryAssn. Comisslon N FF 888141 �; Commiss"� v; My Comm.Expires Apr 30,2020 �; My Comm.EBonded through Nations Notary Assn• ��,,,,+ Bonded throug *ssssssfrivi+iW ' * * ** *se* ******** ***s*sss*****i *ssssss sss***** APPROVED BY `t' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village ..,. �.� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION 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 Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: C�e� - &Ir�J Property Address: 3 Roofing Permit Number: Dear Building Official: I— /)A 4 certify that I am not required to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 Will n of the South Florida Building Code(1994 SFBC) (Sigture) (lint- ame State of Florida County of Dade The undersigned, being the first duly sworn,deTs and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of HANNA FADUL Ue`•o•; Notary Public-state of FloJ Commission#FF 98814 .@' My Comm.Expires Apr 30,Notary Public, Sate of Florida at Large �`'' My Co t m.E National Notary • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wag connection Hurricane Mitigation. Revised on 5/21/2009 MIAMEDADE s "Delivering Excellence Every Day" NIIANII-DARE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 form. The owner's initials in the designated space indicates that the item has been explained. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3.Common roofs: Common roofs are those which have no visible delineation between neighboring units(i.e.townhouses,condominiums,etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore,roofing nail penetrations of the underside of the decking may not be acceptable.The owner 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. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Date: Contractor's Signature: Permit Number. Property Address: `� ll/� r� i 4 i �f 1 • Yll • .E All -lorida Building Code Sth Edition (2014 le—h OR I WA Arm �1 -APP'• i • M •.• 1 - R 1 so MEMO 11■■■■■■ 1111■■ 1111w■■11111111■■■r11■■■■■ ■ 1111■■ ■w ■■■■■■■■■■■■■ 1111■■■■■■ •11■■■11■Ni■■■ ■ ■ ■■■■� ■■■■■■1111■/■■■■11■■�■i■■■■�■■�■11MM■■■■■ ■■■�■■■MM■■■ I■■■■■■ ■M■■■ ■ ■ ■■■■■ C■■■■■■■■■■■■ ■■i■ ■■■■M■■■■■■■M■■M■■■■ r■■■■■■■1■■■ •iAiiMi■iloans i■�MiiiiiiMi ilffiiam 11 :■�11�j�iiMi■iiMii11iiiii■ii■i�i■Mariiiilrl • ■■�■ 11 M11■■■■■ ■■11■a M■■■M■ 1111101101 '►rii■IN ■■� a MEMO: M■�■ ��■■■■■■r I �iECS�RIi�i�C:CC�i0:■:::lEC:Ci: vaimCC �.:: I:: �M ■ : �ri�ri�ri is ■. .. C 1111 11.11■ .. 11 11 .i■11■■11■ ■■G■CCi�'CiiiiCi::C.: .:�:.■ .: : i Y Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slowed Roof System Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment (If a component Is not ,identify as`NAS System Manufacturer: +cam Field:J-2 oc @Lap,#Rows� � p "oc NOA No.; Perimeter:AL.oc0 Lap,#Rows�Q < "oc Design Wind Pressures,From RAS 128 or Calculations: /� K 1 OComer: J( "oc@ Lap,#RowsCcs "OC Pmaxt: Pmax2: T/ Pmax3:/�� Max.Design Pressure,From the Specific NOA Boarrdber of Fastener Per Insulation System: Field: per. Comer Deck: Type: Gauge/Thickness: illustrate Components Noted and Details as Applicable � 5'> Woodblocking, Gutter, Edge Termination, S� tripping, Flashing, Continuous Cleat, Cant Anchorrtsase Sheet. No,of Ply s): a S� trip, Base Flashing, Counter- Flashing, Coping,Etc. Am., /BaseS�etgaenyMilo Ing Mae I: Indicate: Mean Roof Height, Parapet Height, '0v- S / �/ Height of Base Flashing, Component Material, Material Thickness, Fastener. Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Base insulation Size Thickness: Comply with RAS 111 and Chapter IS. Base Insulation F tenedsonfing Material: Top insulation er: Y EAAS0�1.l tf�4f'�� FT Top Insulation SI nd Thickness: 1:2 Parapet �'/�� Height Top Insulation Fastener/bonding Material: Base Sheet(s)&No.of Ply(s): / Base Sheet Fastener/Bondi a rial: ��;,irsr.I Mean Roof Height Ply Sheet(s)&No.of Piy(s) " ,S4, Ply Sheet Fastener/Bondin4terial: ��rr �y�.�.2fyErzf Top Ply: G`.f+.�a1�I�lrP /'�•_ -___�_._J • • • • • •• Top Ply Fastener/Bonding Mat 'al: i i i i i i i • Surfacing: . • • . . • •• . • • •. • • • • . • • • • .. •. . • . .• .. ••• • • • ••• • 0 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Stmt,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv PoIyglass USA,Inc. _T _ 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. 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:Polyglass Self-Adhered Roof System over Wood Decks LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration 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 revises NOA# 13-0514.10 and consists of�a'� 41hlodYgl:32. The submitted documentation was reviewed bAlex:Tigea . ... .. . . . .. 0 ' i i ' i• 0 NOA No.: 13-1217.01 MU1Mr• E NTY 0J;6• • • e i i •• • • • Expiration Date: 10111/17 Approval Date: 11/06/14 Page 1 of 33 ROOFING ASSEMBLY APPROVAL Catteory: Roofing Sub-CatVory Modified Bitumen Materials SBS/APP/TPO Deck Tempe: Wood MaMmum Design Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions specification fig cri tion Elastobase 65'2"x33-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type l base sheet. XtraFlex SBS Glass 65' 8"x 3'3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Base Type 1 base sheet. Polyglass 02 Base 108'x 36" ASTM D 4601 Asphalt-coated fiberglass reinforced base sheet Type II Polyanchor 250'x48" ASTM D 4601 A polymer woven,high performance,synthetic base Type II sheet. Elastobase P 65' 8"x 3'3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type I sheet. Elastoflex SA V FR 66' 8"x 3'3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced SBS (1.5-mm) Type I modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3'3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced,SBS PLUS FR Type 1 modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V(1.5- 66' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified mm) Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3' 3-%" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified PLUS Type I bitumen membrane with a self-adhering back face and a smooth top surface. XtraFlex SBS Base 66' 8"x 3' 3 3!$" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified SA Type I bitumen membrane with a self-adhering back face and a smooth top surface. £lastoflex SA P FR 32' 10"x3'3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced,SBS Type I modified bitumen membrane with a self-adhering back .. ... . . . fade jind#Wanule top surface. XtraFlcx SBS G SA 32' 10"x 3'3-3/8" . .ASTa I;dj6Q, ;S&-;dllcred,fire-rated,polyester reinforced,SBS ..• J;pe i s '.6m&d:jeA8itumen membrane with a self-adhering back face and a granule top surface. . ..• . ... •. . .•. . - . . .0 . :0. : . NOA No.: 13-1217.01NII E . .. • . • • • • • . j U t:xpiration Date: 10/11/17 Approval Date:11/06/14 •.• • • • • •.• • • Page 2of 33 • • • • V: • • • • • •• •• • • • •• •• Elastoflex SA P 32' 10"x 3'3-3/8" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex 32' 10"x 3'3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. XtraFlex APP S 32' 10"x 3'3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polybond 32' 10"x 3'3-3/8" ASTM D 6222 Torch applied,polyester reinforced,AFP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polyflex G 32' 10"x 3'3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Polyflex SA P 32' 10"x 3' 3-w%" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex SA P FR 32' 10"x 3'3'/$" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlex APP G SA 32' 10"x 3'3 /s" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type I modified bitumen membrane with a self adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10"x 3'3.3%" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10"x 3'3-3/s" ASTM D 6164, Self-adhered,fire-rated,fiberglass reinforced,SBS FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G APP SA 32' 10"x 3'33/s" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G APP SA 32' 10"x 3'3-;/s" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface PolyKool 32' 10"x 3'3-'/s" ASTM D6222 Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a se?f-adhering back face and a.white film laminate on the pop surface. XtraFlex Kool APP S 32' 10"x 3'3-'/s" ASTM D6222 Self-adhered,polyester reinforced,APP modified SA -Type I bitumen membrane with a self-adhering back face and ' • a wbitg film laminate on the top surface. Polygtass APP Base 65' 8"x 3' 3-3/87Y -AT fl.j50;•/IPA g1dified asphalt coated fiberglass reinforced Type I base sheet. . ... . ... .. . MrY •: :. ' ;•: :•. : NOANo.: 13-1217.01 + ► •• ' • • 'aspiration Date: 10/11/17 Approval Date:11/06/14 ... . . . • ..• . . Page 3 of 33 . . . . . . . .:• ;• •• •.• . .. .. ... I PG325 Cold Process 1,3,5,50,55 gal.or ASTM D3019 A fibered cold process adhesive for use with roll or Adhesive tube Type III BUR roofing. PG 100 Asphalt Primer 1,3,5,50,55 gat, ASTM D41 A penetrating solution of solvent and a blend of tube or 17 oz.spray selected asphalts used to promote adhesion. can XtraFiex 10 Asphalt 1,3,5,50,55 gal, ASTM D41 A penetrating solution of solvent and a blend of Primer tube or 17 oz spray selected asphalts used to promote adhesion. can PG350 Mod Bit 1,3,5,50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with Adhesive tube Type III modified bitumen membranes. P0400 Plastic Roof 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG425 Wet/Dry Roof 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG450 Flashing 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement. Cement tube PG500 MB Flashing 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use Cement tube with modified bitumen membranes. Polyplus 35 Premium 1,3,5,50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. XtraFlex 35 Premium 1,3,5,50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. Polyplus 45 Premium 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement. Flashing Cement tube Polyplus 50 Premium 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use MB Flashing Cement tube with modified bitumen membranes. XtraFlex 50 Premium 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use Modified Wet/Dry tube with modified bitumen membranes. Cement Polyplus 55 Premium 1,3,5,50,55 gal.or ASTM D4586 A mastic compound for use as a roof flashing Modified Flashing tube adhesive. Cement .. ... . . . . . .. . .. . . . . ... . • . • .. ... .. . . . .. . ... . ... .. . • • • • • •MUMM • ••• • • NQA No.: 13-1217,01 E COLMI7Y •• • • • • • • • • IMI�� °� 0•• • • • ••• • • ••• Expiration Date: 10/11/17 Approval Date:11/06/14 ..• • • . • ... . . Page 4 of 33 •.• • • • ..• . . I APPROVED INSULATIONS: TABLE 2 Product&ne Product Descrlptiou Manufacturer (With Current NOA) Polytherm-H Polyisocyanurate foam insulation Polyglass USA,Inc. Polytherm Polyisocyanurate foam insulation Polyglass USA,Inc. ACFoam-II Polyisocyanurate foam insulation .Atlas Roofing Corp ACFoam-III Polyisocyanurate foam insulation Atlas Roofing Corp High Density Wood Fiberboard Wood fiber insulation board Generic DensDeck,DensDeck Prime Gypsum insulation board Georgia-Pacific Gypsum LLC H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC H-Shield CO Polyisocyanurate/perlite composite insulation Hunter Panels,LLC ENRGY-3,JM ISO 3 Polyisocyanumte foam insulation Johns Manville Corp. Fesco Board Expanded mineral fiber Johns Manville Corp. Multi-Max,FA-3 Polyisocyanurate foam insulation Rmax Operating,LLC, SECUROCK Gypsum-Fiber Roof Board Fiber reinforced coverboard United States Gypsum Corporation .. ... . . . . . .. . .. . . . . ••• . •• ••• •• • • • •• • ••• • ••• •• • ••i i • i i •• • i•• i i NOA No.: 13-1217,01 MIAM6.�`��dE t117 • •• • • • • • • • • Expiration pate; 10/11/17 Approval Date: 11/06/14 i Page 5 of 33 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions -(With Current NOAI 1. Dekfast Fasteners 12, 14& Insulation fastener for wood, SFS Intec,Inc. 15 HS steel and concrete decks 2. Dekfast Galvalume Steel Galvalume hex stress plate. 2'/g"x SFS Intec,Inc. Hex Plate 3 y4" 3. #14 Roofgrip Insulation and membrane Various OMG,Inc. fastener 4. Flat Bottom Metal Plate A2-SS aluminized steel plate 3"square OMG,Inc. 5. Trufast#14 HD Fastener Insulation fastener for steel and Altenloh,Brinck&Co. wood decks U.S.,Inc. 6. Trufast 3"Metal Insulation Round Galvalume AZ50 steel 3.23 round Altenloh,Brinck&Co. Plate plate 3"round U.S.,Inc. 7. Polygrip Fasteners#12,#14 Insulation fastener for wood, Various Polyglass USA,Inc &#15 steel and concrete decks S. Polygrip Hex Plates Galvalume hex stress plate. 2'/8"x Polyglass USA,Inc 3 %" . .. . . . . ... . HIAM .. ... .. . . . .. . ... . ... .. . • • • • • • •• • •c OUNTY NOA No.: 13-1217.01 _ • •i i• i i i • i l i i Expiration Date: 10/11/17 • � •. • . . . • Approval Date:1I/06/14 Page 6 of 33 OV 0 60 60 .• . • APPROVED SURFACING: TABLE 4 Product Pro, ApR11cation Mannfactur Naive Description Rate Specification — er PG200 Non-Fibered Roof Coating A non fibered asphaltic coating used I Y2-2 gal/sq TAS 140 Polyglass to add life and rejuvenate existing USA Inc. BUR roofing substrates. XtraFlex 20 Bituminous Roof A non fibered asphaltic coating used 1%-2 gal/sq TAS 140 Polyglass Coating to add life and rejuvenate existing USA Inc. BUR roofing substrates. PG300 Fibered Roof Coating An asphalt cutback fibered roof I V2-2 gal/sq ASTM D4479 Polyglass coating. May be applied by brush or USA,Inc. spray equipment to rejuvenate aged BUR XtraFlex Bituminous Roof An asphalt cutback fibered roof 1 Y6-2 gal/sq ASTM D4479 Polyglass Coating Fibered coating. May be applied by brush or USA,Inc. spray equipment to rejuvenate aged BUR P0600 Non-Fibered Aluminum Non-fibered aluminum roof coating. Y2-1 gaUsq ASTM D2824 Polyglass Roof Coating Type I USA,Inc. PG650 Fibered Aluminum Roof Fibered aluminum roof coating. I Yz-2 gal/sq ASTM D2824 Polyglass Coating Type III USA,Inc. PG700 Elastomeric Roof Coating A premium white elastomeric acrylic ]-1'/a gal/sq ASTM D6083 Polyglass based roof coating(water-based). A USA Inc. polyester fabric may be used for reinforcement with this coating. PG800 Non Fibered Asphalt An asphalt base,un-fibered clay 3 gal/sq in ASTM D1227 Polyglass Emulsion Roof Coating emulsion two coats USA,Inc. XtraFlex 80 Emulsion Roof An asphalt base,un-fibered clay 3 gal/sq in ASTM D1227 Polyglass Coating emulsion two coats USA,Inc. PG850 Fibered Asphalt Emulsion An asphalt base,fibered clay 3 gal/sq in ASTM D1227 Polyglass Roof Coating emulsion two coats USA,Inc. Polyplus 65 Premium Fibered Fibered aluminum roof coating. 1 Ya-2 gal/sq ASTM D2824 Polyglass Aluminum Roof Coating Type III USA,Inc. XtraFlex 65 Aluminum Roof Fibered aluminum roof coating. 1 Y2-2 gal/sq ASTM D2824 Polyglass Coating Fibered Type III USA,Inc. Polyplus 60 Premium Non- Non-fibered aluminum roof coating. Y2-1 gal/sq ASTM D2824 Polyglass Fibered Aluminum Roof Coating Type I USA,Inc. XtraFlex 60 Aluminum Roof Non-fibered aluminum roof coating. Y2-1 gal/sq ASTM D2824 Polyglass Coating •• see 0 0 0 0 0 0 0 Type I USA,Inc. • •• • • • • ••• • •• ••• •• • • • •• . ••• • ••• •• • �C i i i i i ••i • i i NOANo.. 13-1217.01 •• • • i i i • 0 a 0 0 Expiration Date: 10/11/17 Approval Date:11/06/14 Page 7 of 33 ••• • • • • ••• • • • • • • • • • • • • • • • • •• • • • • •• • ••• •• • s •• ••• •• •• • • i APPROVED Sumcm: TABLE 4 Product PrQduct ARID ication Manufactur Name Description Rate Specification er Polybrite 70 Premium Grade A premium white elastomeric acrylic 1-1%gal/sq ASTM D6083 Polyglass Flastomeric Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. XtraFlex 70 Premium Acrylic FR A premium white elastomeric acrylic 1-I%gal/sq ASTM D6083 Polyglass Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. Polybrite 90 High Solids Silicone A premium grade high solids,single 1.25 gal/sq ASTM D6694 Polyglass Roof Coating component,moisture cure,fluid USA,Inc. applied silicone coating XtraFlex SRC 9600 High Solids A premium grade high solids,single 1.25 gal/sq ASTM D6694 Polyglass Silicone Roof Coating component,moisture cure,fluid USA,Inc. applied silicone coating Polybrite 95 Silicone Roof A single component,solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA,Inc. XtraFlex SRC 8000 Silicone Roof A single component,solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA,Inc. Gravel To be installed in a flood coat of 400 lbs/sq N/A Generic approved asphalt at 60 lbs/sq Slag To be installed in a flood coat of 300 lbs/sq N/A Generic approved asphalt at 60 lbs/sq .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . •• • • • •E • • NOA No.: 13-1217.01 MltAM4DADq�n. • •• • • • • • • • • jp; •• Expiration Date: 10/11/17 Approval Date:11/06/14 Page 8 of 33 • .. •• . • • •• •• EVIDENCE SUBMITTED: Test A en Test Nameftport Report No. Date Factory Mutual Research 4470 2W7A7.AM 08.04.94 Corporation 4450 2D5A9.AM 06.22.99 4470 3001334 02.15.00 4470 3000857 01.12.00 4470 3004091 01.12.00 4470 3012321 07.29.07 4450 3014751 08.27.03 4450 3019317 06.30.04 4470 3014692 08.05.03 Trinity ERD TAS 114 11752.09.99-1 02.08.00 TAS 114 02764.09.05 09.09.05 TAS 114 02762.03.05 03.30.05 TAS 117(B)-ASTM D903 020841.06.04 06.02.04 TAS 114 P i 734.07.06-R 1 02.27.07 TAS 114 P1738.02.07 02.05.07 TAS 114 P1739.01.07 01.23.07 TAS 117(B)-ASTM D6862 C8500SC.11.07 11.30.07 ASTM D6164/ASTM D6222 P10490.08.08 08.13.08 ASTM D6164/ASTM D6222 P10490.10.08-111 10.03.08 ASTM D6222 P7400.03.08-R2 10.09.08 TAS 114(D)--ASTM D1876 PI0070.10.08 10.09.08 ASTM D6222 P10490.10.08-2 10.30.08 FM 4470&TAS 114 P33970.03.11 03.15.11 ASTM D6163/ASTM D 4601 P33960.03.11 03.I S.I 1 TAS 114&TAS 117(B) l 1757.12.00-1-R1 04.29.13 TAS 114&TAS 117(B) 11757.04.01-1-R1 04.30.13 ASTM D6164 P37590.07.13-1 07.02.13 ASTM D6164 P37590,03.13-3A 03.06.13 ASTM D6163 P37590.03.13-2-R1 02.05.13 ASTM D6222 P37590.09.13 09.12.13 ASTM D4601 /TAS 117 P45940.09.13 09.04.13 TAS 114&FM 4474 P41630.08.13 08.06.13 TAS 114(H) P13760.09.09 09.10.09 ASTM D4601 /TAS 117 P45970.05.14 05.12.I4 PRI Construction Materials ASTM D6222 PUSA-061-02-02 01.28.Q8 Technologies ASTM D6222 PUSA-062-02-02 12.04.08 ASTM D6163 PUSA-064-02-02 02.27.08 ASTM D6694 PUSA-134-02-01 05.16.14 ASTM D6694.. •�. .PUSA-135.02-01 05.16.14 . .. . . . . ... . .. ... .. . . . .. 71 .. .. . . . . . . . . . . MtAMbDAaB . .. . . . . . . 000 NOA No.: 13-1217.01APPRa ' •' ' Expiration Date: 10/11/I7 Approval Date:I1/06/14 ... . ... . Page 9 of 33 f . .. .. . . . .. .. r r' Membrane Type: SBS/APP Deck Type 1: Wood,Non-Insulated Deck Description: 1913,."or greater plywood or wood plank. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Roof accessories not listed in:Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Sheet: One ply of Elastobase,XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the deck as described below: Fastening#1: Attach base sheet using I 1 ga.annular ring shank nails and 1-5/8"diameter tin caps spaced 8" o.c. in a 4"lap and 8"o.c. in three equally spaced staggered rows in the center of the sheet. Fastening#2: Attach base sheet using OMG#14 Roofgrip fasteners and Flat Bottom Metal Plates,Dekfast #14 with Dekfast Galvalume Steel Hex Plates,Polygrip Fasteners#14 with Polygrip Hex Plates or Trufast#14 HD Fasteners with Trufast 3"Metal Insulation Plates spaced 12"o.c.in a 4"lap and 12"o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V(1.5-mm),Elastoflex SA V PLUS,XtraFlex SBS Base SA,Elastoflex SA V FR(1.5-mm)or Elastoflex SA V PLUS FR,self-adhered. Membrane: One ply of Polyfresko G SBS SA,Polyfresko G SBS SA FR,Polyfresko G APP SA, Polyfresko G APP SA FR,Elastoflex SA P,Elastoflex SA P FR,XtraFlex SBS G SA,Polyflex SA P,PolyKool,XtraFlex Kool AAF S SA,Polyflex SA P FR or XtraFlex APP G SA,self- adhered. Or One ply of Polyflex G,torch-applied. Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf,(See General limitation#7.). .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . �•: • : : •� :�. : : NOANo.: 13-1217.01 Expiration Date: 10111117 Approval Date:11/06/14 •.. • . • • .•• • • Page 26 of 33 . •• .• •.. •••• •. .• ••. • . . • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. 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 lbf.,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 Professional Engineer,Registered 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 I I I 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 shalt have a quality assurance audit in accordance with the Florida Building Code and Rule 61020-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE .. ... . . . . . .. .. ... .. . . . .. . ... . ... .. . . . . . . . .. . . •• • • • • • • • • • • NOA No.: 13-1217.01 MD4M4�flA0E uMTT • •• • • • • • • • • •• • • • • • Expiration Date: 10/11/17 Approval Date:11/06114 j Page 33 of 33 POLYGLASS USA INC R14571 150 LYON DR FERNLEY,NV 89408 USA SINGLE PLY MLMBRANE SXSTF.MS Class A-Fully Adhered Deck:GI5/32 Incliner 2 tion(Optional):--Polyisocyanurate,perlite,wood fiber or polyisocyanumtedperlite board,any thickness. Barrier 'd:-- in.(min)G-P Gypsum DensDeckV,mechanically fastened with all joints staggered 6 in.from the p joints. Base Sheet:--"ELASTOBASE" sand),mechanically fastened or"ELASTOFLEX SA V PLUS FR"-"ELASTOFLEX SA V FR"or,"£LA EX SA V FR BASE VEArr(self adhered). Fly Sheet fttionat):---"ELASTOFLEX SA V R" "ELASTOFLEX SA V FR"or "ELASTOFLEX SA V FRBASE VEA-M-,(self adhered}. Membrane:--"POLYFLEX$A P FR","POLYFRESK{?APP SA " "ELASTOFI.EX$A P FR "POLYFRPSKO SBS SA P FR", "ELASTOPLEX SA V FR HT",(self adher "POLYI:LEX G FRI', POLYFRESKO TORCH PR","DUFLEX G Fit","ELASTOFLEX S6 G FR", RESKO MOP FR","ELASTOFLEX VG FR"or"ELASTOSALEL.D TS G FR",heat fused 22.Deck:C-15/32Incline1/2-') Insulation(Optioaal):--Polyisocyanurate 1,5 in.(min.)with all joints staggered 6-in.(min.)from the plywood joints, Base Sheet; Sheet.- aCmhanind followed b " ASOBr"PlySheet(4ptioual) v : - "ELASTOFLEX SA V PLUS FR","ELASTOFLEX SA V FR"or "ELASTOFLEX SA V FR BASE VENT'',(self adhered) Membrane:—"POLYFLEX SA P FR "POLYFR,ESKO APP SA P FR","ELASTOFLBX SA P FR", "POLYFRESKO SBS SA P fiR',or"DUPLEX G FR","POLYFLEX G FR","ELASTOFLEX S6 G FR "POLYFRESKO MOP FR",'7,LASTOFLEX VG FR"or"BLASTOSHIELD TS G FR",heat fused. 02012ULLLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and coveted under UL's Follow-Up Service.Always look for the Mark on the product, UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Designs and/or Listings(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings),2. The statement"Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material.In additiQmpthe reprinted on atsnust include a copyright notice in the following format."02012 UL LLC . . .. . . . . . . .. . . . . ... . .. ... .. . . . .. . ... . ..• .• . . . . . . .. .. . . .. . . . . . . . . . ... . . . ... . . i s