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RF-17-2740` gylOREy L' yF1'�A Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RF-11-17-2740 Permit Type: Roof Pen " Work Classification: Metal Permit Status: APPROVED Parcel Number Issue Date:12R12017 1 Expiration: 06/05/2018 Applicant 1037 NE 91 Terrace 1132050010050 Miami Shores, FL Block: Lot: ALISON HARKE Owner Information Address Phone Cell ALISON HARKE 1037 NE 91 TERR MIAMI SHORES FL 33138-3401 Contractor(s) Phone Cell Phone MG EXCELLENT SERVICES CORPOR, (786)247-7067 of Work: Re Roof itional Info: METAL ROOF INSTALLATION >sification: Residential nning: 3 Fees Due Amount CCF $12.60 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.20 Permit Fee - New Roof $300.00 Scanning Fee $9.00 Technology Fee $16.60 Total: $350.10 Valuation:=20,980.00Total Sq Fee Pay Date Pay Type Amt Paid Amt Due Invoice # RF-11-17-65687 11/16/2017 Credit Card $ 50.00 $ 300.10 12/07/2017 Credit Card $ 300.10 $ 0.00 ,vvauame Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Roof 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 is accurate and that all work will be done in compliance with all applicable laws regulating construction and wing. Futhermore, I authorize the above -named contractor to do the work stated. December 07, 2017 Adtti riz Sjghature: owner / Applicant / Contractor / Agent Building Department Copy December 07, 2017 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (365) 762-4949 RECEIVED NOV 16 1011 5YI (�j�Q ^� FBC 20ia" -78 j (�— T(,3Master Permit No. Sub Permit No. -2z�qO ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP 1p ) r, CONTRACTOR DRAWINGS JOB ADDRESS: 10 3 'C �,J ,: / �y�Ci r c Cit : Miami Shores County: Miami Dade zip: 3313$` Folio/Parcel#:_ //-3,?05 - 00/ -0Q.T-0 Is the Building Historically Designated: Yes NO :�esOccupancy Type, koad: Construction Type: in Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): /�j I I 0 it A C. u //C 4 e- Phone#: Address: �0� �� �%% 5� {�'✓� . City: ' "L-? C Tenant/Lessee Name: Email State: f C Zip: 3 �� Phone#: CONTRACTOR: Company Name: 5_�Ce ll"44 Phone#: 7MZvi Address: 360 W y ifrct-l- City: M c0 &0 A State: Ice— Zip: ?TO /Z Qualifier Name: Mrckd Varr-la Phone#:*Zq7 - 7067 State Certification or Registration #: CCG /3ag LJC-a- Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear otage of Work:�G�L'i Type of Work: ❑ Addition ❑ Alteration ❑ New oKepair/Replace ❑ Demolition Description of Work: Melal color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ '3M 1 00 CCF $ CO/CC $ Radon Fee $ ' (:� DBPR $ q• .(::Q Notary Training/Education Fee $ Double Fee $ / Bond $ �-� (b " M O TOTAL FEE NOW DUE $ ­� CO • 10 00 e Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 OWNE ®r. ENT 51 " CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this .31 day of '�A�C� .120 1—) by ZI day of SeptdMJer 20 / 7 by 4ts oV'1 \\ N i—f k,@rho is pprsnnally known to Ml c Ae l Ga.- -i who is personally known to ._= or who has produced identification and who did take an oath. NOTARY PUBLIC: r Sign Print: 016V--\ C, Seal: L ********** APPROVED BY (Revised02/24/2014) My Commission FF 240546 as me or who has produced I0e#,Toti4e11td Zarwn as identification and who did take an oath. T NOTARY Commission NFF 101937 My Commission Expires ******************************************* *** ************** Plans Examiner (� �� Zoning Structural Review Clerk 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: o 1 -7 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:_ Ahson HP,P- , Property Address:_ / 03 7 NE al / TCe, Roofing Permit Number: Dear Building Official: I f'1 LEC-n orr/Ge certify that I am not required to retrofit the roof to wall connections of my building because: Pe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please -attach proof of ad valorem-taxation -� --�7 ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) , 0 &, " // 0 , - CIS HOV0 Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large Q� ALIJAIrDRA BRITO Commission OF 101837 My Commission Expires 10. 201E 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 Wall connection Hurricane Mitigation. Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-001-0050 Property Address: .._.___.. . 1037 NE 91 TER Miami Shores, FL 33138-3401 Owner .................. LANCE A HARKE &W ALISON C Mailing Address 1037 NE 91 TERR MIAMI SHORES, FL 33138-3401 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2 LIVING UNITS Beds / Baths / Half 6/3/0 Floors 2 Living Units 2 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,573 Sq.Ft Lot Size 15,625 Sq.Ft Year Built 1926 Assessment Information Year 2017 2016 2015 Land Value $562,500 $523,750 $476,250 Building Value $190,550 $190,550 $190,550 XF Value $1,336 $1,350 $1,344 Market Value $754,386 $715,650 $668,144 Assessed Value $282,406 $276,598; $274,676 Benefits Information Benefit Type 2017 20162015 Save Our Homes Assessment Cap Reduction $471,980 $439,052 $393,468 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description WATERSEDGE PB 9-141 LOT 5 & E1/2 LOT 4 & LOT 6 BLK 1 LOT SIZE IRREGULAR OR 15696-0128 1092 1 Generated On : 9/28/2017 Taxable Value Information 2017; 2016". 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $232,406 $226,598 $224,676 School Board Exemption Value ! $25,000 $25,000 $25,000 Taxable Value $257,406 $251,598 $249,676 City Exemption Value $50,000 $50,000 $50,000 Taxable Value a $232,406 $226,598 $224,676 Regional Exemption Value $50,000 $50,000 _ _ $50,000 �_....__..._ __.._ Taxable Value ._..._..._ $232,406 _ ................___ $226,598 $224,676 Sales Information Previous OR Book - Price Qualification Description Sale Page 15696- 10/01/1992 $192,000 Sales which are qualified 0128 00000- Sales which are disqualified as a result 08/01/1988 $0 00000 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/28/2017 ROOF ASSEMB I S AND 0 PST U TURES R E C E 1 `✓ E D Florida Building Code 5th Edition (2014) r NOV 16 2017 �J 1 High -Velocity Hurricane Zone Uniform Permit Application. " 1 1 Section A (General Information) 1 Master Permit No. Process No. 1 Contractor's Name Ann 6-XG ge4&n .1 �Sr!/�c�S C-9iP 1 Job Address 1037 AW ql TE,� /9/lc FG 1 ROOF CATEGORY 1 1 ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS ROOF TYPE 150 ' `d AS UGI't'{ 1 ...... New roof ❑ Repair ❑ Maintenance Reroofing • • • 1E ReooveriAi ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) MA Steep Sloped Roof AREA (SSF).!? D Total (SF) ...... .... .... Section B (Roof Plan) '..' .... a. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers anctdArit v drains. Iflclude dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. .... �. . .....� . .. . ... . . . 00 1 NONE ■■■■■■■■■■■■■■■■■■■■■ ■EEMENEENrJNEWN■■NNEENN■E■ FI1EENEEMILP O�e�i�=mr�*NOON■■■ ! s�■ENf►`�i lEfi �iSMAIE■iE■EN■ I&S■NE■■1N I■■ I■■M.moso■i ■■■■■■■■ NINON■■111i■iNI►N■■E� IE■■ENN■NE �11■E■■►� _ MNN■N/.A■I ■ ■■■NEE■ 1__UM■■■■■E■■N■EI EI IRN■■NEEN MENEENEEN■■E■iO■OEEN■NEON 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 ' i 1 1 , Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. Motai Roorsynem HVHZ Electronic Roof Permit Form Section D Metal Roof System Roof System Manufacturer: IEAST COAST METALS INC Notice of Acceptance Number: 5� 100.7 Minimum Design Wind Pressures, {from RAS 127 or Calculations): P 7:ElP 2: -E� 1 P 3: Maximum Design Wind Pressures, (From the NOA Specific system). 105.75 psf F111 in the specific roof assembly components. If a componentis not required, Insertnot applicable (n/a) In the text box. Deck Type: —518" Plyvrood-- Roof Slope: a "/123 Roof Mean Height: EJ ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: El „ olc Perimeters: 12 " o/c Corners: 12 " olc Number of screws required per clip: M perimeter Width ft, Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: lF10 WAFER HEAD Optional Nailable Substrata: INA . ...... Optional Nailable Substrate Attachment Method:IMA • . ...... • Optional Insulation: " •' • • NA .... Lj. ..... ...... .... ..•.. Optional Insulation Attachment Method:. 0.. 0 �.. • : ...... 000000 NA . Fire Barrier: .... 0 . VERSASHIELD • : 0 0 Underlayment Type: ASTM FELT 30# Underlayment Fastener Type: 1-114" RS NAIL & TIN CAP 1-50 Optional Peel & Stick Membrane: NA Metal Roof Panel: ENGLERTSERIE 1300 METAL Drip Edge Size & Gauge: —3" face Alf GA Drip Edge Material Type: I.-Galvinized Metal - Drip Edge FastenerType: 1-1/4" RS NAIL Hook StriplCleat gauge or welght: — Select Haok Stri TG1'U.R18970 - Rooting SYStenzs Paae Nottom ape Cene�nl )nfarmdtlnn far Roofino 5Ystem� ENGLER71NC 1200 AMBOY AVE PERTH AMBOY, NJ 09861-1920 USA T©FU.RI8970 Roofing Systems Roofing systems OTHER SYSTEMS R16970 Page 1 of 1 Class A 1, peckt C-15/32 or spaced IncllnCt Unlimited Impact: 4 • • • • • • sheathing ' .00 Fastened. " ' • • Underlayment:— One layer "VersaShletd Underlayment", me chanlca0y • • • • • • ply Sheets — One layerTVPe 30 base sheet or"VersaShleld", mechanically fastened. Panels: — — Steei, slnc or copper roofing panels, designated "Series ftl00", "Series 1100", series 1101". "Ser1eS x3DQ series 1980", • or "series 2500', mechanically fastened. 2. Deck: C-15132 or spaced Incline: Unlimited Tmpadt 4 thin •••• • • • •.•••• site g •••••• •••• Underlayment: — One or morC Plies 'VersaShleld Underlayment", mechanically 1100cd. • . • P•nelst — Steel, Ancor copperroofing panels, designated "Soria[ 1000", "Series 1100", "Bede[ 1101", "Series 7�3�0"�'�lrles 1500i', • • "Series 2000" or "Series 2500"1 mechanically fastened- • • 4 ' ' ' 3. Deck: C-15/32 Inclines Impact Unlimited • • • • 0*0000 Barrier Boards — 1/4 In. min. G P Gypsum Densoecke witis all joints staggered a min of 6 In. from the pfywooQoin s.• • • Insulation (optional)[ -- Fiberglass, polytsocyanurate, Perllte or wood Ilber, any thickness. MlEmbranet — Any UL Classified modified hlLumen system, BUR system orCPE, CSM, CSPEr EPDM, NOPr PIS, PVCJrAPO al•TRE • • • • membrane system suitable for use with any rooF Ins. atlon. panels. — Steel, zinc or copper roofing mechanically 1mals, designated "Series 1000", "Series 1100", "Series 1f01", "Series 13001, "Series 1500", pan • • "Series ast elated on 2014.06.17 - R11901 ns7 PLO! this nano Terms OLUse 0 2014 UL LLC When the UL Leaf Mark is an tile product, or when the ward "Environment" is included In the UL Mark, please search the 111,1aX Ql1MMt gggbou for additional information regarding this products cerUllcatlon- 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 hearing tile UL Mark should be considered to be certified and covered under UVs FolloW-Up Service. Always took for the Mark on the product. UL permits the reproduction of the material contained In the Onitne Certification Directory subject to the following conditions: f. and In The andnonamislearding manner, without any manipulation of the data (or drawings). 2. The sor tatelment ""Reprinmust be tedsfrom the online ented In their nCertlyn otonsa Directory op copyright notice permissiin the on from ro np c arm us appe 14 dj LLC"to the extracted material. in addition, the reprinted material must include a Wnd/database. ul-cntn/wri-bin/XYV/teMDJate/LISEXT/1TRANMshowuaee.httul?iza e T... 12/4/2014 TYPICAL HEADWALL DETAIL Q2004 r=NGLERT, INC. SUBJECT TO CHANGE WITHOUT M077CE PAGEW TYPICAL SIDEWALL DETAIL NoWs. 1) APPLY SEALANT TAPETO INSIDE OF PANEL LEG. 2) ATTACH FASTENER g2d•L.TO.CTHROUGH SEALANTTAP2 AND INTO PANEL. 3) INSTALL COUNTCRFLASHING AND CAULKWITH ENGLERTSEALANT. SEALANT (PROVIDED BY ENGLERT) COUNTER FLASHING SIDEWALL FLASHING BUTYL TAPE BY ENGLERT FASTENER 0 24' O.C. SERIES 1300 ROOF PANEL, FIELD SEND FELT (BY ENGLERT) ENGLERT I4T UNDERLAYMENT ID DECK Q2004 ENGLERT, INC. SUBJECT TO CHANGE MTHOUT NOTICE PAGE #120 TYPICAL, HIP 1 MIDGE DETAIL. 1) BOX END OF PANELS. "•"• •••• 2) FIELD OUT"Z CLOSURES TOFITBEIWEENPANELRISS. • • • • • 3) SETS -CLOSURE INTAPESEALANTOR2CONT.8EADSOF' SEALANTAND •• •• •• • ATTACHTO PANELWITH (3)410•12XI-WOOD SCREWS. • • • • • • 4) APPLY SEALANT ON SIDE LEGS OF-VCLOSURE, FILLING ANY GAPS • • • AROUND PANEL KISS. • • ' 5) ATTACH RIDGFJHIP FLASHING TO-Z CLOSURES WITH A POP RIVET ON "' •' • ONE SIDE AT24"O.C. • • • 6) IF ADDITIONAL FLASHING LENGTHS ARE REQUIRED, APPLY SEALANT AND • • • • • • • LAP THE FLASHING OVER THE INSTALLED FLASHING BYAMINIMUM OF 3" • • SECURING THE CONNECTION WITH POP RIVETS. • • 2 CLOSURE CUT TO FIT BETWEEN 1300 SERIES ROOF PANEL PANEL. SET IN 2 CONT. BEADS OF POP RIVET ONE SEALANT AND CAULKED VERTICALLY SIDE ONLY 924" AT SEAMS (SEALANT PROVIDED 9Y O.C. #10-12X7" SCREWS ENGLERT) (3) PER PANEL IiIP/RIDGE CAP 11011 PANEL FLASHING %END / r Z CLOSURE Ilk ASTM 0226 (BY ENGLERT HT LINDE SOLID DECK )2004 ENGLERT, INC. SUBJECT ro CHANGE WITNQUTNOTICE PAGE'0 TYPICAL SAVE TRIM DETAIL •00a:0 0 0 0 a 0 0600% ...... ... .1" WOOD ONTO SCREW,iT WEL TO PAGE W6 ENGLERT HT UNDERIAYMENT ASTM 0226 30Q FELT (DY ENGLERT) TYPICAL VALLEY DETAIL NOTES: • INSTALLALL VALLEY FLASHINGS 88FORE PANEL INSTALLATION 1) 2) FASTEN VALLEY FLASHING TO SUBSTRATE WITH 00-12XII" PANCAKE HEAD • • • • • • • WO Do SCREWS 24' O.C. ALIGNANDINSTAILOFFSETCLFATWITH TAPE SEALANT ONBOTH SIDES OF • • 3) VALLEY FLASHING AT LEAST 6' BACK FROM CENTER OF VALLEY FLASHING. 5} FASTEN OFFSET CLPATTHROUGH VALLEY FLASHING AND TAPESEALANTTO • • • i SUBSTRATE WITH 610.12X1' PANCAKS HEAD WOOD SCREWS 24" O.C. 6) FIELD HEM PANEL. ENGAGE FIELD HEMMED END OF PANEL TO OFFSET CLEAT AND ATTACH 7) PANELAS USUAL. SOLID DECK ROOF PANEL. FIELD CUT Lc BEND PI D-12X1" PANCAKE HEAD SCREWS 0 24" O.C. 1300 SERIES ROOF PANEL — VALLEY OFFSET CLEAT CONT. 46" X 1" BUTYL TAPE (SY ENGLERT) ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #.43 MIIAAM!eII-D/i1DE r MIAMI-DADE COUNTY L'W►181 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 ]flog Sw 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadexov/economv East Coast Metals, Inc. 2301 West W11 Lane Hialeah, FL 33010 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 1riaMn84 the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, moattf �or�uspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance i if it is: • ..:. determined by Miami -Dade County Product Control Section that this product or material fails � eme a tthe requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florid .B> i�ding Cote • •: • including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Englert Series 1300 Steel Panel (2" Clips and 6" Clips) „ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cijy, state and fQlioffin 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 consists of pages 1 through 5. The submitted documentation was reviewed by Hamley Pacheco, P.E. NOA No.:16-0920.14 Expiration Date: 11/03/21 Approval Datell/03/16 Page 1 of 5 &*see ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Metal, Panels(Non-Structural) Materials: Steel Deck Type: Wood Maximum Design Pressure —165 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Series 1300 Length: various TAS 125 Corrosion resistant, galvalume, preformed, Width: 16" standing seam. Coated, pre -finished, metal Thickness 0.024 (24ga) panels. Min. Yield Strength: 57 ksi. 2" Clip Length: 2" TAS 125 Corrosion resistant] galvalume, preformed, Width: I" coated, pre -finished metaT clips w:in Height:1-9/16" {w Field or Permiter andGorner Area of Roof. • Thickness 0.020 • .... 6" Clip Length: 61/:' TAS 125 • • • Corrosion resistant, tAhWlume, p e"Iorined, • • •.. Width: 1" coated, pre-finishedl*, pt4 clips fot jn • • • • • Height: 1.65" Permiter and Corntf AtCas of Roof.* • + • • • Thickness 0.0276 Trim Pieces Length: varies N/A :go:*: Corrosion resistant; galvalume, jrgggFgd, • • • • • • • Width: varies coated, pre-finishet, trylf►,pieces! Thickness 0.0276. • • • • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Morton International AS-0286-91L Salt Spray Feb.1986 ASTM B 117 Morton International AS-0286-91T Accelerated Weathering Feb. 1986 ASTM G 23 Architectural Testing Inc. 01-32797.01 TAS 100 Nov. 1998 Architectural Testing Inc. 01-32797.03 ASTM E 8 Nov. 1998 Hurricane Test Laboratory, LLC. 0155-0615-05 TAS 125 Feb. 2006 Architectural Testing 92270.01-109-18 TAS 125 October. 2009 MIAMI•DADECOUNTY NOA No.: 16-0920.14 AD , Expiration Date: 11/03/21 Approval Datell/03/16 Page 2 of 5 APPRowD ASSEMBLIES: System A-1: Series 1.300 Panel Panel 16" Wide Deck Type: Wood, Non -Insulated Deck Description: New Construction 19732" or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable building code, but in no case shall it be less than # 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/321 the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 %a" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlaytnent having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location ol:fhe fire bars jej.N%j4in the assembly. See Limitation # 1. • • • • • • • Valleys: Valley construction shall be in compliance with Roofing Application �jidard RQS 133 and with Englert's current published installation instructions. 9 0' •"" Metal Panels and Install the "Series 1300 Panel" and accessories in compliance with:hA Current.Dd6l2shed Accessories: installation instructions and details in Englert's Instal latiott'M'ahual. AEltiAgs, penetrations, valley construction and other details shall be constr*tecthCcompliance with Roofing Application Standard RAS 133. : • • • • Panels shall be installed with approved Panel Clips located at each p&t'el rb side fap spaced at a maximum, listed in Table A below, parallel to roof slope, fastened with #10 waferhead spoiler tip corrosion resistant screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. Use 2 screws for the 2" clip and use 4 screws for the 6" clip. Standing seams shall be mechanically seamed to a 900 degree seam, (single lock).. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field I Perimeter and Corner' Perimeter and Cornert,2 Maximum Design Pressures 49.25 psf —106.75 psf —165 psf Maximum Clip Spacing 24" o.c. 12" o.c. 12" o.c. Clip Size 2" Clip 2" Clip 6f1 Clip 1. Extrapolation shall not be allowed 2. Place a bead of Bostik 70-OSA sealant in the lateral seams erior to seaming. MIAMI•DADECQUNTY NOA No.:16-0920.14 „ � Expiration Date:11103/21 Approval Date11/03/16 Page 3 of 5 SYSTEM 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. The maximum designed pressure listed herein 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 comers and corners). 3. Panels may be rolls formed in continuous lengths from cave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAMI•DADE COUNTY ,wwo s 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Vpdq'lad Rule 61G20 of the Florida Administrative Code. ; .9. • 6. Panels may be jobsite roll formed with machine model #06,10.03 from Englert RollfarmA P�gc ucts A;SOCfatlbn. • •...;. .... . ..... ...... .... ..... .. .. .. . ...... AdNEEMOMMEMEEM NOA No.: 16-0920.14 Mt,arsuo,aas co JNTY Expiration Date: 11/03/21 Approval Datell/03/16 Page 4 of 5 PROFILE DRAwiNGS 2" CLIP DETAIL (FIELD AND PERIMETER AND CORNER OPTION) Fdbff 11% x 1' ►litt • •NEAO SCREW AT . • . • CLIP • • • • .. •• •• • CUP ISObf�.TR1C (PERIMETER AND CQRNFR OPTIdM/•'' . . .. Bostik Sealant Before Seaming 90 degree 90 degree Seam Seam w/Bostik Sealant SERIES 1300 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 16-0920.14 Expiration Date: 11/03/21 Approval Datel l/03/16 Page 5 of 5 MIAMI-DADE COUNTY M'IAMI C1tAtlE 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.miamidade.eov/economv 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 fail* *",meet the • � . • requirements of the applicable building code. • • • This product is approved as described herein, and has been designed to comply with the•thhida Building Codee'"" including the High Velocity Hurricane Zone of the Florida Building Code. """ • • • • .... . ..... DESCRIPTION: VersaShield' Fire -Resistant Roof Deck Protection and VersaShierd . SNOTm Fire4tesistant' 0.0 • Slip Sheet .. .. •• • • • • • • • ...... . • . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city state rd f6Mowing 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 renews NOA No. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-1216.02 MIaMi•oanE couNrY Expiration Date: 02/07/22 Approval Date: 02/02/17 Page Lof 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield' Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield® SoIoTM Fire -Resistant Slip Sheet (a.k.a "VersaShield SoIoTM"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Test Applicant Dimensions Specifications VersaShield' Fire- 42" x 100' rolls ASTM D 226 Resistant Roof Deck Type II Protection VersaShield® SoIoTM 72" x 166.7' rolls Fire -Resistant Slip Sheet 36, x 166.7' rolls MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Ap-ency PRI Construction Materials Technologies Underwriters Laboratories Inc Product Description Non -Asphaltic fiberglass -based underlayment and/or fire barrier. :...:. UL790 Non -Asphaltic fiberglass*basj6slip Aeet ind/or fire barrier. • • • • • • Test Identifier GAF-270-02-02 GAF-748-02-01 ELK-063-02-01 99NK45831 1 ONK 11990 R19254 08CA37926 08CA49140 ...... .... Test Name/Report e .. ASTM D 226 ..Da 117410 ASTM D 226 12/12/16 TAS 100 09/27/01 UL790 03/21 /00 UL790 05/18/11 ' ASTM D 226 09/13/01 UL790 09/23/09 INSTALLATION: 1. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield' Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. NOA No.: 16-1216.02 MIAMMAD, COUNTY Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield' Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield' SoIoTM Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield' Fire -Resistant Roof Deck Protection and VersaShield' SoIoTM Fire -Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoIoTM Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoIoTM Fire -Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoIoTM Fire -Resistant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 6. VersaShield' Fire -Resistant Roof Deck Protection and VersaShield' SoIoTM Fire -Resistant Slip Sheet are a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShield' Fire -Resistant Roof Deck Protection or VersaShielcNge6m Firg; . • • Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratirWotthis product. 7. All products listed herein shall have a quality assurance audit in accordance with the Rmoida Buil;ing Code artct• • " Rule 61 G20-3 of the Florida Administrative Code. • • • : • • 0;.... LABELING: •••• ••••• ...... .... ..... All membranes or packaging shall bear the imprint or identifiable marking of the manufactutWs'dame or ldgo, City an8 state of manufacturing facility, yellow line to identify the ASTM Standard designation or loo,'mdthe following • • statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Crontrolo* as **so:* ...... shown below. .. • � • � � � . BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 MIAMFDADE COUNTY Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. . K� _Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. -AA-Exposed Ceiling: Exposed, open beam ceilings are where the underside of the.roo# decking • • can be viewed from below. The owner may wish to maintain the architectural app""Once; therefore, • 0 • •, roofing nail penetration of the underside of the decking may not be acceptable. J provides the option (i ...: maintaining the appearance. • • • • • • .... . ..... • 6. Overflow scuppers (wall outlets): It is required that rainwater fldM? Mo that the roof is • not overloaded from a buildup of water. Perimeter/edge wall or other roof extension nay blojkthis• • • • • • • • discharge if overflow scuppers (wall outlets) are not provided. It may be necessgr^t nstall overflow : • scuppers 'n accordance with the requirements of Sections R4402,.R4403 and R4413. i Owne Agent' Pia Date Contras for Sig, ture Date 1037 NE q , A ' tl�Orel Property Address If T3 f 39 Revised on 7/9/2009 LD;07/01/2015; Permit Number g C I b, 177S Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# VT )1—Z�4 INSPECTION AFFIDAVIT DATE: Vir ro 1-_ I MICAe / tI!!1irrC A licensed as a (n) Contractor / Engineer / Architect, (Pant name and circle License Type) FS 468 Building Inspector License#: CCe^, /3a'$q5� On or about , I did personally inspect the roof deck nailing (Date & time) work at /03 7 NE 0/ 1 'T—�W-,L , Ar QMr' -5%„ e s `L (Complete Job Site Address) Based upon that examination 1 have determined the installation was done 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 sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at La ALEJAnDRA BRITO Commission #FF 101837 My Commission Expires 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection 0-4-4 - 171V11901MrF)1P=0