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RF-16-434 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-253823 Permit Number: RF-2-16434 Inspection Date: March 08,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: GUIDO VARELA,GUY OGRADY Work Classification: Flat Job Address:570 NE 103 Street Miami Shores, FL 33138-2522 Phone Number Parcel Number 1132060170880 Project: <NONE> Contractor: REBUILD CONSTRUCTION INC Phone: (305)266-8022 Building Department Comments RE-ROOF OF FLAT Infractlo Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-253779. CREATED AS REINSPECTION FOR INSP-253116. No permit on site ROOF OK Failed Missing renailing affidavit Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4949 March O8,2016 Page 1 of 1 Miamishores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 (� Tel: (305) 795.2204 Fax:(305)756.8972 ... _ / RE: Permit �F l G �,3 y DATE: INSPECTION AFFIDAVIT I licensed as a( Contractor ngineer/Architect, (Print mune and drde License Type) FS 468 Building Inspector License#: e&& /3-Z 9 3 Z On or about Z ZzA I did personally inspect the roof deck nailing (Date& ) work at ID 3 (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. a { Signatu State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that helshe is the contractor for the above property mentioned. ---- Sworn to and subscribed before me this day of Wco-' IVIS COWISSION� 782 BVIRM AMS Notary Public,Sate of Florida at Large *General,Buffing,ResidenW or Ro ft contractors or any brdM Ualwxler'466 F.S.to make such an bsPedon.k pWMrsphs of each plarm of the roof w1h permit#and address#dearly shown marked on the deck for ead►hWecgon Qe„ro.AM r7+nM4A%Kn4rX= Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 W 7. 6 Phone: (305)795-2204 ��;��' �ti £�� £ Expiration: 06/17/2016 `tet .. ..i.., ,...,. <.,. a .....,.<.... fix..., Project Address Parcel Number Applicant 570 NE 103 Street 1132060170880 Miami Shores, FL 33138-2522 Block: Lot: GUY O'GRADY GUIDO VARELA Owner Information Address Phone Cell GUY O'GRADY GUIDO VARELA 800 NE 96 Street MIAMI SHORES FL 33138-2458 800 NE 96 Street MIAMI SHORES FL 33138-2458 Contractor(s) Phone Cell Phone $ 16,180.00 REBUILD CONSTRUCTION INC (305)266-8022 Valuation: Total Sq Feet: 3237 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF OF FLAT Inspection Type: Classification:Residential Tin Cap Scanning:4 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-2-16-58717 CCF $10.20 02/19/2016 Check#:2051 $873.96 $0.00 DBPR Fee $4.88 DCA Fee $4.88 Bond#:2991 Education Surcharge $3.40 Permit Fee-New Roof $325.00 Scanning Fee $12.00 Technology Fee $13.60 Total: $873.96 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information i accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I aut ' the above-nam ntractor to do the work stated. February 19,2016 Authorized Signature:Owner / Applicant If Contractor / Agent Date Building Department Copy February 19,2016 1 CEIVED Miami Shores Village B8 2016 Building Department By. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)7568972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (H BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 52(ROOFING ❑ REVISION ❑ EXTENSION F-]RENEWAL ❑PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 95-10 1--Je tC73orw:�� City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 1l-32000-'O�"1-080 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 6n AIXO VN1X A Phone#: Address: F"M' *-Af- %0b ST City: t ALAR All 4SWWC�0' State: 'FL. Zip: 55%�!s Tenant/Lessee Name: Phone#: Email• CONTRACTOR:Company Name: 4V)Lkz, t> r Phone#: SOS 2-Qc c SOLI Address: "1250 t.-W Z ST. 9"-* S City: M IAM 1 State: r1..- Zip: 3312(o Qualifier Name: 3;—%60L Zile Phone#: Sl7cj 2t9t0 I3Z)Z2- State Certification or Registration#: cG a %212^1602- Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ %to, ktQ- Square/Linear Footage of Work: 3,2^1 Type of Work: ❑ Addition ❑ Alteration ❑ New Ff Repair/Replace ❑ Demolition Description of Work: 944--- R� O'er VA.A§T Specify color of color thru tile: r.l(A' Submittal Fee$ Permlt Fee$ (3 aV 'Z CCF$ (G2-0 CO/CC$ Scanning Fee$ �- Radon Fee$ ( DBPR$ Notary$ Technology Fee$ ® Training/Education Fee$--33 . 40 . 4V Double Fee$ Structural Reviews$ Bond$ �31�J TOTAL FEE NOW DUE$ (Revised02/24/2014) U� 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. Signature � Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing Instrument was acknowledged before me this tdO* day of arta .20 KO by %d' day of 20 IU ,by &%fto NMXAC% ► who is personally known to 'tic SACwy_4___ .who is personally known to 4 me or who has producedya- "4. 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: 4.4Sign Print: Print: 1 Seal: IVIS REY Seal: IVIS IVIS REY MY COMMISSION 4 FF147325 EXPIRES:Au MY COMMISSION ON 8 FF147325 �� est 03,2018 � ,et' $XP1RE5:AuBu>tt 03,2018 6P 1� APPROVED BY f Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County 2/15/16 3:10 PM 4XV Fo" APPRAI"ER OffICE OF I i'mic PROPERTY b Summary Report Generated On :2/15/2016 Property Information Folio: 11-3206-017-0880 ii 570 NE 103 ST Property Address: Miami Shores, FL 33138-2458 GUY E O GRADY Owner GUIDO VARELA 800 NE 96 ST Mailing Address j MIAMI SHORES, FL 33138-2522 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 4/2/0 Floors 1 j Living Units 1 ' Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,462 Sq.Ft Taxable Value Information Lot Size 12,500 Sq.Ft 2015 2014 2013 Year Built 1950 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $242,297 $239,978 $235,693 Year 2015 2014 2013 Land Value $270,000 $223,550 $198,050 School Board Exemption Value $25,000 $25,000 $25,000 Building Value $128,516 $125,193 $125,193 Taxable Value $267,297 $264,978; $260,693 XF Value $909 $912 $916 ._......._. ........,_,,...,....................._. ..................................................___ city Market Value $399,4251 $349,655 $324,159 Exemption Value $50,000 $50,000 $50,000 Assessed Value $292,297 $289,978 $285,693 Taxable Value $242,297 $239,978 $235,693 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,0003 $50,000 $239,978 $235,693 Save Our Homes Cap Assessment Reduction $107,128 $59,677 $38,466 Taxable Value $242,297 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,0001$251,000 11 $251,000 i OR Note: Not all benefits area licable to all Taxable Values i.e.Coun , Previous pp � � Sale Price Book- Qualification Description School Board,City, Regional). III Page 05/01/2004 $350,000 22318 Sales which are qualified Short Legal Description 3121 MIAMI SHORES SEC 4 AND PLAT 21395- 06/01/2003 $292,500 4770 Sales which are qualified PB 15-14 LOTS 3&4 BLK 93 07/01/2000 $151,000 19199 Sales which are qualified LOT SIZE 100.000 X 125 2025 3 http://www.miamidade.gov/propertysearch/#/report/summary Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1329302' The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions Of Chapter 489 FS. Expiration date: AUG 31,2016 SICRE, DAX C REBUILD CONSTRUCT 7250 NW 8TH STREET Blyoft"", v MIAMI FL 'I26: ISSUED: 08117 14 DISPLAY AS REQUIRED BY LAW SEQ# 1.14061*70002Ws slam is • w.+. Arm n � - Y; Florida 60N0rPAY rt 1t tt t:0l '701 f+l INC 'R-30, 20 Milli#- 126 A4ust lse.sspad at Ply ofasis,. ; Purst�aptta County�e `., isA-d &1€! °wrap' SEM TYPE of B E#r. RE$Ut113 COMMUCRON INC 996 GENERA!sUIL131 A'TOR av TY cau 1�(s) 10 CM14WO $75.0) 07/13/2015 CHECK2I-15-090619 This St ;1uorms� ►of fka Law Breti�ess Tax Tire �t a Via, � 1I s 10+ b .HoWep � fsette Nfikheppyrbt� Yam 7W W&W N0.metre wed 4f rei ell rctat rehicie�� ec8a-�8 AW more hftmodoa, v Ac� CERTIFICATE OF LIABILITY INSURANCE F 09122/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT. If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WANED,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 Pablo M Conde MA Underwriters,Inc. SNE . 305-220-7447PAX .305-220-4821 8778 SW 8th St4ML _I DDRE aaunderwdters.com Miami,FI 33174 AMRDING COVERAGE NAIC o INSURER A:United Specialty Insurance Company INSURED INSURER B• Rebuild Construction Inc INS IRER C. INS RER D• 7250 NW 8th St#5 INSURER E Miami FL 33126 UISURMF, COVERAGES CERTIFICATE NUMBER. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY OF POLICY EXP LIM LIMIns A X COMMERCIAL GENERAL LIABILITY —CMD-W005055-01 MINOR, 09/1812016 EACH OCCURRENCE $ 1,000,000 ansasawADE occuR rw= $ - 50,000 MED EXP WW ogre $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑jE& E7 Loc PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: S.I.R. $ 2,500.00 AUTOMOBILE LIABILITY gr S $ ANY AUTO BODILY INJURY(Per pmsm) $ AAUUTOS OVMED AUUTT'OS LED BODILY INJURY(Per awkw t) $ HIRED AUTOS NON-OYYNED PROPERTY DAMAGE $ AUTOS $ UMBRELLA UAB HOCCUR EACH OCCURRENCE $ LIAS CLAIMS-MADE AGGREGATE $ DED I ON $ WORKERS COMPENSATION I P AND EMPLOYERS'LIABILITY Y I N ANY PROPRISTOROPARTNERIEXECUTIVE E.L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? DN I A (Mwwmwy in NMI E.L.DISEASE-EA EMPLOYE $ a yy�e�d�a,e under DESC ION OF ERA below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remeft Schews,may be a H more space M requb" Roofing Contractor CERTIFICATE HOLDER CANCELLATION Miami Shores Village TTHEUEXPIRRATIANY ON DATHE TE DESCRIIXED THEREOF, NNOTICE SWILL BE DEL�NEIM IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 L� ®1088-2013 ACORD CORPORATION. All rights reserved. ACORD 25(2013104) The ACORD name and logo are registered marks of ACORD ACOR.R CERTIFICATE OF LIABILITY INSURANCE703/16/2015 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Miami International Inauraaaa, ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 2200 SW 16 ST SUITE 212 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Miami FL 33145- INSURERS AFFORDING COVERAGE Pismo INSURER A FLORIDA W.C. JUA REBUILD CONSTRUCTION, INC. INSURERS 7250 N.W. 8 STREET BAY #5 INSURER INSURER D: MIAMI FL 33126- 1 INSURER COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERRA 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. im TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION PIRATION LIMITS GENERAL tJABRLITY DATE LMMMWY-Y) DATE EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE jAny one tae) S CLANS MADE ❑OCCUR / / / / MED EXP(Any aaa perwn) $ PERSONAL 9 ADV INJURY s GENERAL AGORECATE e GEN'L AGGREGATE LIMIT APPLIES PER' PRODUCTS•COMP/OP AGG $ POLICY PTT M LOC AUTOMOBILE LIABILITY I I I I COMBINED SINGLE LIMIT ANY AUTO tEaaeckwitt $ ALL OWNED AUTOS / / / / BODILY INJURY . SCHEDULED AUTOS (PwpM'wt $ HMO AUTOS I I / I BODILY INJURY NONOWNED AUTO$ (Pw acaaent) g I I I I PROPERTY DAMAGE GARAGE LIABILITY AUTO ONLY-EA ACCiDE NT S ANY AUTO I I I I OTHER THAN EA ACC $ AUTO ONLY AGG 6 EXCESS LIABILITY I I I IFACHOCCURRENCE a OCCUR CLAIMS MADE AGGREGATE 5 s DEDUCTIBLE RETENTION 8 $ ZSI&OC LII3�T)O1 AND E L EACH ACCIDENT S 100,000 A 6FR13U8-2857C60-4-15 03/09/2015 03/09/2016 EL DISEASE-EAEMPLOYEE t 100,000 E L DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONSILDCATX*MNSWLESIEXCUAPONS ADDED By ENDORBEMENTISPEC%L PROVISIONS GM42RAL CONTRACTOR, SUBJECT TO POLICY ISSUE TSRMS AM CONDITIONS. THIS CERTIFICATE SUPERCEDES ANY PRIOR CERTIFICATE. CERTIFICATE HOLDER ADDITIONAL ML9URED•INSURER LETTER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Miami Shores Village EXPIRATION DATE THEREOF, THE ISSUtNG INSURER tARLL ENDEAVOR TO MAIL Building Dept. 15 DAYS wRaTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TC THE LEFT.PUT 10050 NE 2nd Ave. FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE Miami Shores, FL 33138 ITS AGENTS Oft REPRESENTATIVES. AUTHORIZED REPRESENTATiME eR/`I� 2 �7} (, 7 0.)ACORD CORPORATION 1988 14.,,-INS02M(9910)Ot ELECTRONIC LASER FORMS INC-(!0327.0545 Page 1 of 2 Flodds Building Code 5th Edition(2014) � High-Veloclty Hurricane Zone Uniform Permit Application Form. � 0000 � Section A(General Information) ' �-f- (� �3� Master Permit No. Process Ngo 0000. 00.900 . 1 Contractor's Name 11� Gbh. s�'itZtJ CT1t71.! .0000• 0 0 :0909: 1 9999 .�7'iZT •999• Job Address, . 5 1 y%T. Z �1. ••�••� .00-0- •0:0•' 99 9 999999 1 • 1 ROOF CATEGORY 0 0 sr/ 0000.. tow Slope Q Mechanically Fastened"file ® I rtaOwAdhe Set Tiles : Q Asphaltic Shingles C! Metal Panel/Shingles 0 Wood Shingles4;;;1 0 1 b Prescriptive BUR-RAS 150 ti ROOF TYPE 11 ® New roof ❑ Repair 17 Maintenance Reroofing 0 Recovering 1 ROOF SYSTEM INFORMATION � Low Slope Roof Area(SF).2LZA1 Steep Sloped Roof AREA(SSF} Total(SF)-5-2-3- � Section S(Roof Plan) 11 Sketch f3oof Plan: Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains,Include dimen- 1 sions of sections and levels,dearly identify dimensions of elevated pressure zones and local on of parapets. 1 1 tlr' T i, 2' Al 21 qyj WS n 0 E M om C p � 5 Q AD 1 ru ru E. IBMI TIr--22'—,1 r� CE�VE� rn M 1 1 FEB 19 2016 o = in 4V. O ` m � r O D D Z r M FLORIDA BUILDING CODE—BUILDING,Stir ECIMON(2014) � 1S. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form. Fill in the speclflc roof assembly components.if a component is not required,insert not applicable(n/a)in the text box.. • • • • •••• •••••• ROOF SYSTEM MANUFACTURER: IAF Material Corp Top Ply: •4,0 • .. • • 1 PLY GAF CAPSHEET "':" •• ....:• Product Approval (NOA): 141030.02 System Type:KI Top Ply Fastening/Bonding Material: ' • • Wind UpIllt Pressures,From RAS 128 or Sealed Calculations: ASTM Type IV Asphalt •••• "�'• (P1) Field: psf Surfacing: WA �••i �• �•� ••i••� 9� SINGLE PLY MEMBRANE: •••.. • (132) Perimeters: -71.1 pe{ ; • • Single Ply Manufacturer/Type: • ••• (P3)Comers: -1 psi I WA •• i i••••i Maximum Design Pressure From NOA -52.5 psi •• • Single Ply Sheet Width:El"1l2 Sheet Width: WA " Roof Slope:1.25 ":12 Roof Mean Height: 10 ft. No.of Single Ply 112 sheets: WA Parapet Walls: E3 No 0 Yes Parapet wall Height: 2 ft. Single Ply Membrane Fastening/Bonding Material: WA Deck T —5l8"Plywood— �' R1 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: 24 "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: N/A 1.Field: "oic @ Laps&LLJ rows P 1`01c Existing Roof: BUR 2.Perimeter.F67"o/c @ Laps&F7rows "oic Fire Barrier. 3.Comer r47"o/c @ Laps&r67 rows r47"o/c WA Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD: WA 1. Field: WA 2. Perimeter.rWA 3. Comer. WA Anchor Sheet: Insulation Fastener Type: 1 PLY GAF Glass Base#75 WA Anchor Sheet Fastener/Bonding Material: 11I4RS&15/8 TC WOOD NAILER TYPE AND SIZE: Insulation Base Layer Size&Thickness: 2X6 7 1.5 ENERGYGUARD ISO 4'X4' Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener 1 Bonding Material: #12 SCREWS STAGGERED 8"O.0 ASTM Type IV Asphalt EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material: —Galvanized Metal— WA Edge Size: ~3"face' ga.— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: —METAL EDGE HOOK STRIP N/A— N/A Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 1 1/4 RS 4"OC 1 PLY LOOSE LAID STRATAVENT Base Sheet Fastener/Bonding Material: Coping Material: ~PARAPET COPING ME7AL4N/A— L66SE LAID Coping Size: —COPING METAL SIZE WA— Ply Sheet(s)&No.of Ply(s): Hook Strip Size: --COPING METAL HOOK STRIP N/A- 1 PLY GAF RUBEROID#20 Parapet Coping Metal Attachment: Py Sheet Fastener I Bonding Material: WA ASTM Type IV Asphalt Florida Building Code 5th Edition(2814) High-V®locity Hurricane Zone Uniform permit Appffcation Form. Illustrate Components (Voted and Details as Applicable: •• •• • Woodblockin , Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, B93brikshing, • • 00.0:0 •,,,,• Counterflashing, Coping, Etc. • Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material,%tgrral Thi�ckiaes, 0000. Fastener Type, Fastener Spacing •••••• •• . •• Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. • 0000. Concrete wall • • • • •••• • Elestorneric sealant tooled •• • •••• •••• • to facilitate Mater run-riff •• • optional:compressible Elaistorneric sealant Parapet wall height: 2 ft. Metal counterflashing mach .= '-s, -�'r y,. • attached S olc w/washer hoof Mean Height: 10 ft. Seal top of buss flashing wl Base Flashing: comptable material GAF RUBEROID WHITE MOP 9 Surfacing: - Termination bar mach. attached 6"olc N/A Top Ply: Feld plies turned up wall 1 PLY GAF CAPSHEET Inter Ply Sheet: 4 '' Base flashing min. 1 PLY GAF RUBEROID#20. S"above finished roof Base Sheet: Mutlple plies of built up 1 PLY LOOSE LAID STRATAVENT. roofing Top Layer of Insulation: Top Layer of insulation N/A Base Layer of Insulation: 8'• .' Base Layer of Insulation 1.5 ENERGYGUARD ISO INSULATION Optional Anchor Sheet Anchor Sheet: •4 - • ;. - AS Primer 1 PLY GAF#75 BASE Concrete ;. Roof Recl w Cam strip Ka . ROOF ASSEMBLIES AND ROOFTOP'SS RUCi1JRES Florida Building Code 5th Edition (2014) .... High-Velocity Hurricane Zone Uniform Permit Appilmdon Form ; ,�, •••• •••••• •••••• • •• • Illustrate Components Noted and Details as Applicable..••••• •••••• ...... .. . • . .. .. .. . ...... ••• • Roof Mean Height: ft. •••• • s • Drip Metah •• • 3X3_269A U_ GE GALVANIZED Continuous Cleat: Tin PlyN/A Interplies Surfacing: Base Sleet N/A Top Ply: l�ch�r Sheet 1 PLY GAF CAPSHEET 5 y 44 Interplies: Drib Metal PLY GAF RUBEROID#20. Base Sheet: --n-. Continuous 1 PLY LOOSE LAID STRATAVENT. Cleat Top]Layer of Insulation: Wood Nailer NIA Base Layer of Insulation: , i 1.5 '`, " ISO ENERGYGUARD INSULATION Roof Deck � �� - � - Rood Mailer: Bass Layer - 2X6" P.T _ _ auy of I'tst'Ialtlett � 'mood Mailer Fastening: of,ns -dion #12 SCREWS 8" O.0 Anchor.Sheet: fl—PLY#75 BASE SHEET Deck Type: 5/8 PLYWOOD M bOr�ring Exrdrence Emery vsyff __...- MAM-DA.DE COUNTY REQUIRED OWNERS NOMMATION FOR;RGOMG CONSIDERATIONS It is the respanability of the roofing contractor to provide the owner with the required roofing perrni,and to explain to the owner the content of ibis form. The owner's initials in the designated space indicates that the item has been explained. I.Aesthetics-workmmanrihip: 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 wodmmshi#provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agrectnent between the owner and the contractor. 2.Rendbg woad decks: When replacing roofing,the existing wood roof deck may have to be renailed in ode. (The lance with the current.provisions Code. ( of Chapter 16(High Velflcity�cane-Zones)of the Florida Building roof deck is usually concealed prior to removing tho existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units(Le.townhouses,conte,atc.).In buildings with common roofs,the roofing contractor and/or owner should notif3rthe occupants of adjacent units of roofing work to be performed ' X4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof deckiig.cW be iewedlfirom below. The owner may wish to maintain the architectural appearance; 6666.. penetrations of the underside of the decking may not be a F1�n t�refore roofing hail y acceptable.The ownerprovides th'egtien of:•• •• •, maintoniugthis appearance. •••••• • •• •••••• • S.Ponding water: The current roof system and/or deck of the building maynotch�3 vella&wy 6666.• cause water to poizd;{accumulate)in low lying areas of the roof. Ponding can be an indica#ostrucfasral. 60:00 distress acid may require the review of a professional stracuiral engineer.Ponding may shorten�he life 0••6•• •••••• expectancy and performance of the new roofing • g system. Ponding conditions may not be edftt:Mtil the ciriginal 0• ro0 system is remove& Ponding conditions Should be corrected. • • 6 • 6666.. • .• : 6..6 :6666: 6.Overflow scuppers(Walt outlets): It is required that rainwater flow off so that t ie roof iss x�,• overloaded from a build up of water. Perimeter/edgewalls 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 MqU ilments of: Chapter 15 and 16 herein and the.g mIda Building Code,Plr nbing, 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 mount of attic ventilation shalt not be reduced. Ownees/Agen is Si d: ' . gnatur Date, Contractor's Signature: 1i Permit Number: E� Property Address: V-tt- ta5 g MIAMNDM►DE MIAMI-DARE COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.ndam1dad&g2X/econo= GAF 1 Campus Drive Parsippany,NJ 07054 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: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks. •••• . . .... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name oYJvgo,*city,State . .• and following statement:"Miami-Dade County Product Control Approved",unless ot►hervise noted ....:. herein. 09'09' • RENEWAL of this NOA shall be considered after a renewal application has beenfite 44d thereiiaS••• been no change in the applicable building code negatively affecting the performance ofihis product.. . ..:..' .. . ...... TERMINATION of this NOA will occur after the expiration date or if there has be*.n. .r99 sion or �. change in the materials,use,and/or manufacture of the product or process.Misuse oithis TjOA a.%an endorsement of any product,for sales,advertising or any other purposes shall automatically tenni4W•• . this NOA.Failure to comply with any section of this NOA shall be cause for terminaWar d removaled :0909: NOA. •• : ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. I NOA No.:14-1030.02 MIAMI DADS COUNTY Expiration Date: 11/06/18 JAPPROVED1 Approval Date: 11/05/15 Page 1 of 30 i ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix's 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. GAFGLAS®#75 39.37" ASTM D4601 Type H asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. GAFGLAS®#80 Ultima."'Base 39.37" ASTM D4601 Type II asphalt impregnated and coated, Sheet (1 meter)Wide fiberglass base sheet. GAFGLAS®F1exPly 6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS®Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS®Mineral Surfaced 39.37' ASTM D3909 Asphalt coated,glass fiber mat cap sheet Cap Sheet (1 meter)Wide surfaced with mineral granules. GAFGLAS®EnergyCap 39.37" ASTM D3909 Asphalt coated,glass fiber mat%p street BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granules NiA.• 0 0 0 0.. Sheet factory applied ErIbireCke7 so, . 0 GAFGLAS®Stratavent® 39.37" ASTM D4897 Fiberglass base sheet,gented orrb6*Ades •••• • Eliminator Perforated (1 meter)Wide with asphalt.Surf2tft"aft the bottofn side Venting Base Sheet with mineral granuMlelibedde";0 0 ' asphaltic coating whYfactory perforations. GAFGLAS®Strattavent® 39.37' ASTM D4897 A nailable,fiber y§s � sheot..c.61ad on �i� 0000.. Eliminator Perforated (1 meter)Wide both sides with asp}g4.$urfaced op the • Nailable Venting Base Sheet bottom side with Adn"granules 0.00;0 0.. embedded in asphaltic soating.000 0 . Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester m::t coat%&v fftj 00 Heat-Weld'"Smooth (1 meter)Wide polymer-modified asphalt and sitbotlf surfaced. Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with Heat-Weld"Granule (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatch'" 107 sq.ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld` 170 FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.:14-1030.02 MIAM�eCOVMY Expiration Date: 11/06/18 a•n•• w Approval Date: 11/05/15 Page 2 of 30 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Plus (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"Plus FR (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap°'SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld`Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld'"25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Mop Smooth 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter) Wide polymer-modified asphalt and smooth surfaced. Ruberoid®Mop Plus 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Mop 170FR 39.37" ASTM D6164 Non-woven polyester max coated with fire (1 meter)Wide retardant polymer modified asphil wand surfaced with mingral Uanules.%.::• Ruberoid®Mop FR 39.37" ASTM D6164 Non-woven polyeftrfhej coateAwitli fire .• (I meter)Wide retardant polymernedified aspliart.an'd ....:. surfaced with mined mules. • Ruberoid®Torch Smooth 39.37" ASTM D6222 Non-woven polyeitCr"4 coatcgy4t 0 • (1 meter)Wide APP modified asph1?t%bd smodth 00:060 surfaced. *'"" '•000 ""' Ruberoid®Torch Granule 39.37" ASTM D6222 Non-woven polye o o jj%t coated v!t� : (1 meter)Wide APP modified asptalt%4 0 000000 surfaced with mineral ganules;'.... . Ruberoid®EnergyCap"Torch 39.37" ASTM D6222 APP modified cap membrane withaxorch :"": Granule FR (1 meter)Wide grade bottom surface and a miriev granular top surface coated with factory applied EnergyCote°". Ruberoid®EnergyCap"'Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote7. RoofMatcP 107 sq.ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.:14-1030.02 MIAMI DADS counrnr Expiration Date: 11/06/18 •• ► Approval Date: 11/05/15 Page 3 of 30 Test Product Product Dimensions Snecincation Description Ruberoid®20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.3T')Wide with a glass fiber mat. Ruberoid®30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid®30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide r6tardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap"'30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire SBS Membrane (39.3T')Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced with mineral granules. Topcoat®Elastomeric Roofing 1,5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric Membrane membrane system designed to protect various types of roofing surfaces. Topcoat®MB Plus 5 or 55 gallons Proprietary Water based,low VOC primer used to block asphalt bleed-through. Topcoat® 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivit%. 0*00• Fire0e Fire Barrier Coating 5,55 gallons Proprietary Low VOC,water-b4VO tre bag er, go** • coating. 0000•• • •• 0000•• VersaShield® 42"x 100'rolls ASTM D226 Non-Asphaltic,fire roaklant fiberglass- Fire-Resistant Roof Deck based underlaymept!•••• ;,••;• • • Protection '•'• ":". . 00 00 0. 6 ••969• •00.0• • 0 0 :064:00996: . • 0 • . . 0 0000•• 00 0 000• . • NOA No.:14-1030.02 MIAMI DARE COUtV7 Y Expiration Date: 11/06/18 ••• ► Approval Date: 11/05/15 Page 4 of 30 APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard&'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"'RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'Perlite Recover Board Perlite recover board GAF EnergyGuard"Perlite Roof Insulation Perlite roof board GAF EnergyGuard"'RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite Structodek'High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc. Securock®Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec"'#12 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill-Tec"'#14 Fastener Carbon steel fastener used Various GAF in steel,wood or concrete decks. 3. Drill-Tec'XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel •••• decks. •••• •••••• 4. Drill-Tec AccuTrac®Flat AZ-SS aluminized steel 3"x 3" 00 ' GAP.% % •• .. . .0 . 0000.. Plate plate for use with Drill- 000• 0000.. 0 Tec"'#12 Fastener,Drill- 0•*0 •••• Tec#14 Fastener and •0000• ;••••• ••,•� Drill-Tec"'#15 Fastener. S. Drill-Tec"' ASAP 3S Drill-Tec"'#12 fastener Various ••�••� GA>J'..'.' ...... with Drill-Tec"'3" •••••• • Standard Steel Plate. 0000.. •••••• 6. Drill-Tec AccuTrace Galvalume Steel plate for 3"x 3" .'. GAF .. 0000 Recessed Plate use with Drill-Tec"` ••*• fasteners. 7. Drill-Tec"`3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec"'fasteners. 8. Drill-Tec"'3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec"'fasteners. NOA No.:14-1030.02 NpAMwADE COUNTY Expiration Date: 11/06/18 •••. Approval Date: 11/05/15 Page 5 of 30 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 IB9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 ODIA8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity ERD G30250.02.10-2 ASTM D6222 11/11/10 G30250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 01/13/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4-R2 ASTM D4601 6/4/2015 G34140.04.11-5-R3 ASTM D4897 6/4/2015 G40620.07.12-2 ASTM D6222 07/17/12 G40630.01.14-1 ASTM D6163 01/06/14 G40630.01.14-2A ASTM D5147 01/07/14 G40630.01.14-2A-1-Rl ASTM D6164 04/10/14 G40630.01.14-2B-Rl ASTM D6164 01/16/15 G40630.01.14-2C ASTM D6164 01/07/14 G40630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06414. G43190.03.14-2 ASTM D5147 ••• 03/0r&)4.0 •••• • G43190.05.14-R1 ASTM D5147 " 05/2V14.0 00 G43190.11.13-1 ASTM D6222 "**:" 11/15/13' 000000 G43610.01.14 ASTM D5147 000000 01/22/14 :...0: G46160.02.15-2D ASTM D6163 •,,,,• 02/(J/45:• ,..00• G46160.03.15 ASTM D6163 ..000. 03/1185. 06:00• G46160.09.14-2A ASTM D5147 *o0*90 09/OV4 4.' 000000 G46160.09.14-3A ASTM D6164 ••••0. 09/09/14 G46160.09.14-3B ASTM D6164 0 09/(vilk., ••••:• G46160.09.14-3C ASTM D5147 .•. 09/09/14 G46160.12.14-3E ASTM D6164 12/11/13'. ' G6850.08.08 ASTM D6163 WON G6850.08.08-R1 ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 02/17/09 SC6870.08.14-R1 ASTM D3909 09/04/14 NOA No.:141030.02 Expiration Date: 11/06/18 Mte KWUUeCoulu�lr Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMHTED: (CONTINUED) Test Aaencv Test Identifier Description Date PRI Construction Technologies LLC. GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01Rev ASTM E2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 Momentum Technologies,Inc. AX04C9A ASTM D6162 06/05/09 0000 . . 0000 0000.. 0000.. 0000.. 0000 009.6. 0000 . 00000 0000.. .. 000000 0 . 00 00 00 0 000000 :60:0: 9 so . 0 0 0 0000.0 .0.000 0 .. 0000 .0000. 0 . NOA No.:14-1030.02 Expiration Date: 11/06/18 hpaM ,•••E�,� Approval Date: 11/05/15 Page 7 of 30 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 11: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut"°Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima'"Base Sheet,GAFGLAS®Stratavene Eliminator Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld Smooth or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPly 6,GAFGLAS®#75 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.in the field. (Maximum Design Pressure,45 ps,f.See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS®FlexPly'"6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Tec #14 Fastener or Drill-Tec XHD Fastener and Drill-Tec°"3"Steel Plate,Drill- Tec"'AccuTrac®Flat Plate or Drill-Tec"°AccuTrac®Recessed Plate installed l2" o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®F1exPly 6,GAFIP LD aljw•e ancliar••sheets attached to deck with aWd ft caps ht# ••fastener spacing of 9"o.c.at 9 V•o.c.in•the••***so •field. 000 (Maximum Design Pressure ••• ..... GAFGLAS®#80 Ultima Base Sheet,Ruberoid®20,Ruberoid®U80 Smopt %der •••••• sheet attached to deck with approved annular ring shank nails andtin caps of a '•'•:' fastener spacing of 9"o.c.at the 4"lap staggered and in two rows9"•••o.c.inrthe• ••• • field. 0 0 •••••• (Maximum Design Pressure—60 psf.See General Limitation#.I GAFGLAS6'#75 Base Sheet or any of above anchor sheets attached to deck with• Drill-Tec7`#12 Fastener,Drill-Tec#14 Fastener or Drill-Tec XHD Fastener and Drill-Tec 3"Steel Plate,Drill-Tec'"AccuTracs Flat Plate or Drill-Tec"` AccuTrae Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.:14-1030.02 Mu4MFD�4DECou1Vr7 Expiration Date: 11/06/18 • ► Approval Date: 11/05/15 Page 8 of 30 I Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3"inverted Drill-Tec insulation plates at a fastener spacing of 9"o.c.at the (Continued) 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"`#12 Fastener,Drill-Tec'"#14 Fastener or Drill-Tec"°XHD Fastener and Drill-Tec 3"Steel Plate,Drill-Tec AccuTrac®Flat Plate or Drill-Tec"` AccuTrac®Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limitation#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W EnergyGuard'Polyiso Insulation,EnergyGuard'Polyiso RA Insulation, EnergyGuard'Polyiso RN Insulation,EnergyGuard'RA Composite Polyiso Insulation Minimum 1"thick N/A N/A Structodek®High Density Fiber Board,EnergyGuard"'Perlite Recover Board Minimum%"thick N/A N/A EnergyGuard'Perlite Roof Insulation Minimum W'thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofmg Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base Iayers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavene Eliminator"Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'Perlite RODS+++ Insulation or wood fiber overlay board on all polyisocyanurate applications. ; ••• •••••• •••• • •• . •• • • Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAP' 0 31# • ***@ ••••:• Ultima"'Base Sheet,GAFGLAS®Ply 4,GAFGLAS F1exPl "'6' A' GLAS® • :0069: trataven Eliminator Perforated VentingBase Sheet(laid u roi Atop 0 moo u oid 20, u oid SBS Heat-We month cr,4jjWoid®��5 999•0000. 9. Heat-Weld"`25 directly over the top layer of insulation. AdhwgVYitII any •9 0.0• 009000 approved mopping asphalt applied within the EVT range and arta Waite of 20-40. 9 lbs./sq. (See General Limitation#4). • 0900.. 0..... Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®%W1PI r'"6, 0 9.0 ;••••; GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth,Ruberoid®2% 0 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Membrane: One r more plies o uberoid®20, uberoid®30,Ruberoid®EnergyCap"30 FR SBS Membrane,Ruberoid 3 Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid®Mop Granule,RoofMatcP SBS Modified Granular,Ruberoid® Mop Plus,Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq.f 15%. NOA No.:14-1030.02 MlAMFDADE ca�nrnr Expiration Date: 11/06/18 -----IAPPROVEDI Approval Date: 11/05/15 Page 9 of 30 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of A proved jgRhalt at 60 lbs./s . 2. CLAS®Mineral Surfaced Ca Shee ri-Ply®Mineral Surfaced Cap Sheet or GAFG AS EnergyCar BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 tol.5 gal./sq. Maximum Design Pressure: See Fastening Options 0009 . . 0000 0000.. 0000.. • 0000.. 0000 0000.. 0000 . 0000. .. .. .. . 0000.. 0000.. • 0000.. 0000.. .. 0000 0000.. NOA No.:14-1030.02 MIAMbDADB COUNTY Expiration Date: 11/06/18 •• ► Approval Date: 11/05/15 Page 10 of 30 WOOD DECK SYSTEM LmTATiONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®FlexPlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum W'DensDeck®Roof Board or%i"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LimrrATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 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 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)valajof 2751bf.,as tested in compliance with Testing Application Standard TAS 105. Ii the f#stener V" ...... 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 att"Incnt is gaged• ••••'• on a minimum fastener resistance value in conjunction with the maximum desigisva;=4isted within a specific system. Should the fastener resistance be less than that required,as dejeditftd by 2W'.0:. ' Building Official;a revised fastener spacing,prepared,signed and sealed by a FlofigVRegisteted Engineer,Architect,or Registered Roof Consultant may be submitted. Said revio&MUS O lener sp00-0 shall utilize the withdrawal resistance value taken from Testing Application Star Jk( .TAS 105 apd calculations in compliance with Roofing Application Standard RAS 117. ; . •••• • 0000 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of thelc 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 seeltd • 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.) S. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.:14-1030.02 MWMI MDECOUNTY Expiration Date: 11/06/18 �Fmaltngll Approval Date: 11/05/15 Page 30 of 30 InsuhMOn(Optional):—Any thickness peritte or wood fiber or glass fiber or polyisocyanurate,mechanically fastened or adhered with "LRF Adhesive M"or OMG Inc."Olybond Fastening System"applied as a nominal 3/4-in.bead or"GAF 2-Part Roofing Adhesive"applied as a nominal 2412-in.bead with a maximum on-center spacing of 12-In.or any UL Classified Insulation adhesive applied per the manufacturer's Installation Instructions. Use Sheet:—One ply"GAFGLASS Stratavent®Eliminator'"Venting Base Sheet"or Type G2,fully adhered with hot roofing asphalt Ply Sheet:—One or two piles"RuberoidS Mop Smooth"or"RuberoidS Mop Smooth 1.5"or°RuberoidS Mop Smooth Plus"or"Ruberoide 20"or"RubaroidS 20 HT",fully adhered with hot roofing asphalt Membrane:—One ply"GAFGLASS Mineral Surfaced Cap Sheet",fully adhered with hot rooting asphalt Surfacing:—"TOPCOATS FnergyCote7"Elastomeric Coating"Of"TOPCOAT®MB Pius"or"TOPCOAT®322 White Elastomeric Coating" applied at a rate of 2-gal/100-11:2. 19.Dacia C-15/32 Inbiin®:1 Insulation(optional):—Any thickness partite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Lie."OlySond Fastening System"or any UL Classified insulation adhesive. Barrer Board:—Minimum Y4-in.thick Georgia-Pacific Gypsum i.LC"DensDeck(jo Rootboard"or"DensDeck Primes Roofboard"or "DensDeck DuraGuardm Roofboard"or minimum Ya-in.thick Untied States Gypsum Corp."SECUROCKS Roof Board"(Type MX-G)or "SECUROCKS Glass-Flat Roof Board"(Type SGMRX)mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive with birtt joints In the barrier board products staggered a minimum of 6-In.from plywood deck joints. Base Ply SSheet—heet: OnOne e or two p�es"RuberotLASO dS Mop tavent Smooth"or or eRubegBan Sheer roi®Mop Smooth Pus"fullhered y with withot h hothalt roofing asphalt Membrane:—One ply"GAFGLASS Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt Surfacing:—'TOPCOATS FnergycoteTM Elastomeric Coating"or"TOPCOATS MS Plus"or"TOPCOATS 322 white Elastomeric Coating" j applied at a rate of 2-gaIJ100-ft2. ,!20.Dacia C-15/32 gncllcyes�l Base Street—One ply Type G2"GAFGLASO#75 Base Sheet"or"Tn-PIyS 075 Base Sheet"mechanically fastened. Insulation(OpMorrai):—Any thickness or combination:perilte or wood fiber or glass fiber or polyisocyanu rate,mechanicaliy fastened or hot mopped or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adheslve. Brass Sheet—One or more plies"RuberoldS 20"or"RuberoidS 20 HT"or"RuberoidS Modified Base Sheet",hot mopped or mechanically attached. Cali Sheet c—One ply Type G3"GAFGLASS Mineral Surfaced Cap Sheet"or'"[rt-PIVD Mineral Surfaced Cap Sheet"or"GAFGLAS�+s EnergyCap BUR Mineral Surfaced Cap Sheet." Class B 1.Deck C-15/32 •••• Inellne:3-112 • • • • 0000 0000•• • Insulatdoi:(Optional):-One or more layers periite or wood fiber or glass fiber or polylsocyanura a q��ane og•'••• ••00:0 pefttwpolytsocyanurate composite or perlite/urethane composite or wood ftber/polyisocyanurate co�mnpo or phenolic,ray thickness Ply Sheet&—Two or more piles Type Gi"GAFGLASS Ply 4"or"Tri-PIyS Ply 4"or"GAFGLASS Ply 150 FlItHnicaliy fastened •••••• Cap Sheet:—Type G3"GAFGLASS Mineral Surfaced Cap Sheet"or"Tri-PIyS Mineral Surfaced Cap SMeW or%AFJWVFVeMyCe$- • BUR Mineral Surfaced Cap Sheet",fully adhered with hot rooting asphalt • • ••••• •••• 0 2.Dacia C-15/32 ••o••: 00.00• 0000• Sa:cilne:3-1/2 00 00 00 0-0.00 • •• Inrsutadon(Optional):—One or more layers partite or wood fiber or glass fiber or potyisocyanura:e or un;hhane or perltte/polylsocyanurate comppsite or periite/urethane composite or wood fiber/polyisocyanurate codposit;or phengfc,*anythidrn •••••• Base Shy—Two or more plies Type GI or Type G2 or Type G3. ••••• Membrane:—one or more pttes"RuberoidS Torch Smooth"or"Rubeirolde Torch Granule"or"Rub"d(Oforch Gioinuli Ids"or * • "Ruberoids Mop Smooth"or"RuberoidS Mop Smooth 1.5"or"RuberoidS Mop Smooth Pius"or"R beroidS Mop GmMft"oi'"RuberoidS Mop Plus Granule"or"ROOFMatch""SBS Modified Granular"or"Tri-PIyS SBS Modified Bitumen Membrane"or"ROOFMatch m APP Modified Granular"or"Trl-PIyS TP--4G"or'Tri-PIyS TP-4"or"RuberoldS Dual Smooth Cap Sheet:—"GAFGLASS Mineral Surfaced Cap Sheet",or'Trl-PIyS Mineral Surfaced Cap Sheet"or"GAFGLAS®EnergyCap°"BUR Mineral Surfaced Cap Sheet"fully adhered with hot rooting asphalL 3.Decile:C-15/32 Imine:2-1/2 Insulation(Optional):—One or more layers perifte or wood fiber or glass fiber or polyisocyanurate or urethane or peritte/polyisocyanurate composite or perlite/urethane composite or wood fiber/potytsocyanurate composite or phenolic,any thickness. Ply Sheet—Two or more piles Type GI"GAFGLASO Ply 4"or"Tri-PIyS Ply 4"or TGAFGLASS PI 64. Cap Sheet —"GAFGLASS EnergyCapl"BUR Mineral Surfaced Cap Sheer. y 4.Deck C-15/32 Inc&ne:21/2 i Insulation(Optional):—One or more layers periite or wood fiber or glass fiber or pofyisocyanurate or urethane or Bass Sheets y��Two orr morte e plitte or es Type G1 uGAF%ASPlcomposite o"Tri—PP"Ply V or"GAFnGLAS@ Ply 64 o Tosite ype phenolic,any #75 Base Sheet°or'Tri-Piye#75 Ban Sheet orType G3%AFGLASS Mineral Surfaced Cap Sheet.or"Tri-PIyS Mineral Surfaced Cap Sheet." Membrane:—One or more piles"RuberoidS Torch Smooth"or"RuberoidS Torch Granule"or"•RuberoidS Torch Granule Plus"or "RuberoidS Mop Smooth"or"RuberoldS Mop Smooth 1.5"or"RuberoidS Mop Smooth Plus"or"Ruberoide Mop Granuleor"Ruberoide Mop Plus Granule or ROORMatch SBS Modified Granular"or'Tri-PIyS SBS Modified Bitumen Membrane"or"ROOFMatch'm APP Modified http://database.ul.00m/cgi-bbVX V/template/LISEXT/lFRAME/showpage.html?name--T... 2/26/2014 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami-Dade County Building Department 11805 Coral Way, Suite 111 Miami,FL 33175 Re: Owner's Name (s,Utg�Et.Q Property yAddress 6-10 rte toST Roofing Permit Number Dear Building Official: ' 1 I &%JIVo XAAA99 .A, certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purposes of ad valorem taxation in its?t]Ian$-VO,,089.00. • •00.40 • •• ..••.. 000000 U The building was constructed in compliance with the provisions of the JT%ft BuZdW.Code*•••b• (FBC) or with the provisions of the 1994 edition of the South Florida f�&1ding CWe•(1994••,..• •• SFBC). •• •• • ••• �•• • 0000•• • 17 0000•• • • • • • • • • • • 0000•• — - 0000•• • • • • • • • • 0000•• ignature of Property Owner •• 0000 • Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this �O day 20 M%o L(SEAMS REY MY COMMISSION#FF Wtl .Ash 03, AM— Personalty known or Produced Identifi ' n Whien the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $30;0,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C .mis 4xl�lsyIIoc�bl4m .,21Noo8ng A®devkCon Azd 07MWle.dw