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RF-18-2154Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address ermit Pe it NO. RF-8-18-2154 Permit Type: Roof Work Classification: Flat Permit Status: APPROVED Issue Date: 8/14/2018 Expiration: 02/10/2019 Parcel Number Applicant 10642 NE 10 Place Miami Shores, FL 33138- 1122320280860 Block: Lot: JUAN LIVINALLI GABRIELA MAI Owner Information Address Phone Cell JUAN LIVINALLI GABRIELA 10642 NE 10 Place MIAMI SHORES FL 33138- (786)493-4329 Contractor(s) Phone ALPERO GENERAL CONTRACTOR (786)357-7414 CeII Phone Valuation: $ 6,800.00 Total Sq Feet: 1600 Type of Work: Re Roof Additional Info: RE -ROOF FLAT ONLY Classification: Residential Scanning: 3 Fees Due Bond Type - Owners Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $4.20 $4.13 $2.75 $1.40 $275.00 $9.00 $5.60 $802.08 Pay Date Pay Type Invoice # RF-8-18-68532 08/14/2018 Credit Card Bond #: 3862 Amt Paid Amt Due $ 802.08 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof 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 AFFID construction and I .certify that all h- foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Futhermgre, I - tho ize the above ,�-d .. ntractor to do the work stated. Authorize. Si. atur pplica Contractor / Agent August 14, 2018 Date Building Department Copy August 14, 2018 1 1 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: (305) 762-4949 BUILDING PERMIT APPLICATION El BUILDING ❑ ELECTRIC ` OOFING ❑PLUMBING ❑ MECHANICAL (PUBLIC WORKS JOB ADDRESS: /Cl% L% d N E I o P L Master Permit No. Sub Permit No. FBC 20 TZT -LI" ❑ REVISION ❑ EXTENSION El RENEWAL ❑ CHANGE OF CONTRACTOR City: Miami Shores County: Miami Dade Folio/Parcel#: ! 1 - 72O$.60 Construction Type: VOtt Flood Zone: 4/ BFE: Occupancy Type: Load: ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 313Y Is the Building Historically Designated: Yes NO FFE: OWNER: Name (Fee Simple Titleholder): -3 XLLA 1 - L t. /il ezti Phone#( ) vs-0 -0 Address: City: II 1A- r a ( ,SAv t oo Tenant/Lessee Name: Email: State: rtD Ya! ca NIa Zip: 33/3Y Phone#: CONTRACTOR: Company Name: Al aQQ \ °" Address: 29o,0 -5ZL' 12 City: State: Qualifier Name: T (cm.cJn , State Certification or Registration #: 32 81 8 DESIGNER: Architect/Engineer: Address: Phone#: 76-6,35)74(ky Zip: 331 n,► Phone#: Certificate of Competency #: Phone#: Value of Work for this Permit: $ i( �001 Type of Work: ❑ Addition ❑ Alteration Description of Work: City: State: Zip: Square/linear Footage of Work: /( V / 00 n New Repair/Replace ❑ Demolition ire _ peA r f(c f— otiGy Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001553-2018 Permit Number: RF-8-18-2154 Scheduled Inspection Date: November 13, 2018 Inspector. Naranjo, Ismael Owner: JUAN LIVINALLI GABRIELA MALDONADO Address: 10642 NE 10 PL Project Miami Shores , FL 33138 Contractor: ALPERO GENERAL CONTRACTOR ALFREDO PEREZ Permit Type: Roof Inspection Type: In -Progress Work Classification: Flat Phone Number: 7864934329 Parcel Number: 1122320280860 Phone Number: 7863577414 Building Department Comments RE -ROOF FLAT ONLY Checklist Item General Comments Passed False Comments NO PLANS OR PERMIT 11/08/2018 PLEASE RING THE BELL, OWNER IS INSIDE WITH THE PERMIT AND PLANS, inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. fi November 09:2018 For Inspections please call: 305.762-4949 Page 2 of 26 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 The foregoing instrument was acknowledged before me this ! day of A U , 20 , by .3(-)u'f r ;Y1Gl l!criv, who is personally known to o- r ri9i who is personally known to '�' ll/p me or who` has produced as me or who has produced Signatur CONTRACTOR The foregoing instrument was acknowledged before me this 0 e _ day of 0 , 20 by identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oa4" NOTARY PUBL Sign: Sign: Print: Print: Seal: Seal: �..V` •y� Wiry PubMe mos d fbndI ? « - ,7 GG 193011 dR EsSait O5 O42022 - a as APPROVED BY Plans Examiner Structural Review 810Z 'vz iaq noN oo:eaoa 6P.UCix3 uoissiw ,op ti� �l! 1jOC3ddo0-• IOltlndw Zoning Clerk (Revised02/24/2014) IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: :1112232-028-0860 PROPERTY INFORMATION Folio: 11-2232-028-0860 Sub -Division: MIAMI SHORES ESTS Property Address / 10642NE10PL 4 Miami Shores, FL 33138-2104 Owner JUAN PABLO LIVINALLI ARCAS GABRIELA`MALDONADO Mailing Address 10642 NE 10 PL MIAMI SHORES, FL 33138 https://www.miamidade.gov/propertysearch/#/ 8/13/18 8 43 p. m. Pagina 1 de 8 PA Primary Zone 1000 SGL FAMILY - 21.01-2300 SQ PrimaryLand Use 0101 RESIDENTIAL.- SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 r _. Living Units 1 Actual Area Living Area AdJusted Areal ` ` 2,819 Sq.Ft; `' ' t Lot Size 9,750 Sq.Ft Year Built 1952 Zoom Map View F https://www.miamidade.gov/propertysearch/#/ 8/13/18 8:43 p. m. Pagina 2 de 8 it 2017 Aerial Photography Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice Year Land Value Building Value Extra Feature Value Market Value Assessed Value 2018 $239,085 $339,267 $11,620 2017 $239,085 $343,354 $11,669 $589,972 $594,108 2016 $177,606 $347,441 $11,717 $536,764 $589,972 $590,440 $536,764 TAXABLE VALUE INFORMATION 2018 2017 2016 COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value CITY' $0 $589,972 $0 $590,440 $0 $536,764 $0 $589,972 :. $0 $594,108 , $0 $536,764 Exemption Value Taxable Value ', REGIONAL $0 $0 $589,972 $590,440 $0 $536,764 https://www.miamidade.gov/propertysearch/#/ 8/13/18 8:43 p. m. Pagina 3 de 8 Exemption Value Taxable Value $0 $589,972 $590,440 $536,764 1 ,_� 1 BENEFITS INFORMATION Benefit Non -Homestead Cap' Type Assessment Reduction 2018 2017 2016 $3,668 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). MIAMI SHORES ESTATES PB 47-58 LOT 15 BLK 5 LOT SIZE 75.000 X 130 OR 18249-1101 0898 1 Previous Sale 05/29/2015 05/29/2014 08/01 /1998 . 04/01 /1997 01 /01 /1996 10/01/1994 05/01/1986 11 /01 /1976 Price $680,000 $435,000 $122,000 $59,700 $76,000 $117,500 $63,000 $17,000 1.110110.0111.11* OR Book -Page F 29638-3483 29176-2351 • 18249-1101 17631-0221 17060-3345 16550-4356 12925-2552 00000-00000 Qualification Description Qual by exam of deed Qual by exam of deed Sales which are qualified Sales which are qualified Sales which are qualified Sales Which are qualified Sales which are qualified Previous .If DENNIS T� ►.' { SIMON H( • it, 1 Sales which are disqualified as a result of examination of the deed For more information about the Department of Revenue's Sales Qualification Codes. 2018 2017 2016' Land Use Muni Zone GENERAL R-17.5, R-18.5 PA Zone 1000 - SGL FAMILY - 2101-2300 SQ Unit Type Front Ft. Units Calc Value, $239,0851 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc,Value - https://www.miamidade.gov/propertysearch/#/ 8/13/18 8:43 p. m. Pagina 4 de 8 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15.36 Florida Building Code 5th Edition (2014) • High -Velocity Hurricane Zone Uniform Permit Application Forrr2 • • • INSTRUCTION PAGE ..•• • • • • • • • • • .• • • .•• . • • • • • • • COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFINf'PERMIT • • • • APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NO•Tth 8'ELONM.•: • Roof System Required Sections of the Permit Application Form Attachments eiiulred See Listbelow' • Low Slope Application c,B) 1,2,3,4 ? : Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1 1QiN, ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description . Specific System Limitations General Limitations Applicable Detail Drawings E / 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation INTERNATIONAL CODE COUNCIL • • • •• • • • • CEIV]EID AUG 14 2018 H a 1.1.1 CD rD :.0 0 F 10 COMPLIANCE WITH ALL FEDERAL fI1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. AND COUNTY RULES AND REGULATIONS Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name I 1 PP rc:} 1.7� �.e r a n A 1'6. a ( • - - - - • • . . Job Address l ©�, �1 d� N foe \' 1 w� S�t • • 1 5 A.i ' • ROOF CATEGORY .... . . • Vd" Low Slope 0 Mechanically Fastened Tile ❑ MortairM6esive Seftfle ❑ Asphaltic ❑ Metal PaneUShingles 0 Wood:Shpa$Ies/Shakes • Shingles Are there , • 0 Prescriptive BUR-RAS 150 Gas•Vent:Stackg;• • •Yes❑ Nor ,,�,,,, /, ROOF TYPE Type: Natural❑ LPGXD ❑ New Roof ii'Re-Rooflng 0 Recovering 0 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) I6400 /froo Sf Section B (Roof Plan). Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains, include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location o arapets. ROOF SYSTEM MANUFACTURER: Product Approval (NOA): Scotian C MIA1.111•DADE%' cotJNfl! "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, Insert not applicable (n/a) in the text box. Top Ply: Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) 1GAF 14-1030.011 System Type: 1E1 1 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -42.8 (P2) Perimeters: (P3) Comers: psf 1 -71.7 -108.0 psf psf Maximum Design Pressure From NOA: 52.5 Roof Slope: 0.50 " :12 Roof Mean Height: psf 116 I Parapet Wails: No � Yes Parapet wall Height: Deck Type: Support Spacing: Altemate Deck Type: Existing Root 1-5/8" Plywood- 1 NA " olc ft. SAME Fire Barrier. NA Vapor Barrier. INA Anchor Sheet: NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: .NA Insulation Base Layer Fastener/ Bonding Material: NA Insulation Top Layer Size & Thickness: INA Insulation Top Layer Fastener /Bonding Material: INA Base Sheet(s) & No. of Ply(s): I GAF GLASSBASE 75# (1) Base Sheet Fastener / Bonding Material: 1-1/4" RS NAIL & TIN CAP 1-5/8' Ply Sheet(s) & No. of Ply(s): GAF PLY IV (2) Ply Sheet Fastener / Bonding Material: I HOT MOP ASPAHLT ft. .••• • �• GAF MINERAL CAP SHEET Top Ply Fastening / Bonding Material: • -• ' HOT MOP ASPHALT • Surfacing: tvH SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: • • •• •• --• •- • • • • •• • • • • •• • • • • • •••. NA • . . • Single Ply Sheet Width: NA No. of Single Ply 1/2 sheets: " 1/2 Sheet Widtt •• NA Single Ply Membrane Fastening / Bonding Material: • .• • • • • •• • NA D FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: [ I " o/c @ Laps & t - ( rows 2. Perimeter: 3. Comer: 16 16 " o/c @ Laps & "o/c@Laps & 4 4 9 rows rows " o/c 6 " olc " o/a NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: Fit 2. Perimeter. Insulation Fastener Type : NA 3. Corner. INA WOOD NAILER TYPE AND SIZE: NA Wood Nailer Fastener Type and Spacing: NA EDGE & COPING MEAL SIZES: Edge Metal Material: -Galvanized Metal - • • • • Edge Size: -3" face 26 ga.- Hook Strip Size: -SELECT EDGE METAL HOOK STRIP SIZE -- Edge Metal Attachment: *- 1-1/4"RSNAIL 4"OC Coping Material: Coping Size: -SELECT PARAPET WALL COPING MATERIAL- -SELECT COPING METAL SIZE OR THICKNESS - Hook Strip Size: -SELECT COPING METAL HOOK STRIP SIZE - Parapet Coping Metal Attachment: INA Edge Nailable Deck "Delivering Excellence Every Day Miami -Dade County HVHZ Electronic Roof Permit Form • • • • • •• • • •••♦ • • • • • • Illustrate Components Noted and Details as ApplicabiS: .• • ••. • • • • • • • • •• • • • . • • •• • • • • • • • • • • .•• •••• • • • • •• • • • • • • • • •• • Top Ply hiterplies Base Sheet ` .,4 ' t 4-1 Roof Deck t •--- Drip Metal Roof Mean Height: Drip Metal: •• • •• • • • :16 ft., . • • 3"X3" GALV 26 G Surfacing: GRANULES Top Ply: GAF MINERAL CAP SHEET Interplies: GAF PLY IV (2) Base Sheet: GAF GLASSBASE 75# Deck Type: PLYWOOD 5/8" ,TGFU.R14153 - Roofing Systems Page 2 of 48 Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used In any of the following systems. "GAFGiAS® Flex Ply 6" and "Tri-Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permatite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced to 3-gal/100-ft2. "Ruberoid® Dual Smooth" may be used as an altemate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth". with 'TOPCOAT® FireshielI +MB• et•21/2 • • •••• or "Ruberottl® 20•HT". • • • • • • Class A,Band C •••• • • Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. •••• • •• • • • • "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any appliciffis cl'Assiflcatipp ; • • • Class A • 1. Deck: C-15/32 incline: 3 • • • • • • • • Insulation (Optional): — One or more layers pertite or wood fiber or glass fiber or polylsocyanurate or trretbaneor • • • perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, arf' tjidkRess. PIy Sheet: — Three or more plies Type GI or "GAFGLAS® Ply 4" or'Tri-Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood flber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or pertite/urethane composite or wood flber/polyisocyanurate composite or phenolic, any thickness. Piy Sheet: — Three or more piles Type G1 or "GAFGLAS® PIy 4" or "Tri-Ply® Ply 4" or "GAFGLAS® PIy 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Trl-Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4", 'Tri-Ply® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet. 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OiyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet — One ply Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri-Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or 'Tri-PIy® Ply 4" or GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Piy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet". Surfacing (Optional): — "TOPCOAT® EnergyCote" Elastomeric Coating" applied at a rate of 2-gal/100-ft2. 5. Deck: NC Incline: 3 Base Sheet: Ply Sheet: — One or Amore plies Type GI ''GAAFGLAS®sPly 4"e eor Tri PIy®t" or Ply 4" or "GAFGLAS® Piy 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet." 6. Deck: C-15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, phenolic, 1 in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or 'Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatch'" SBS Modified Granular" or "Tri-PIy® SBS Modified Bitumen Membrane" or "ROOFMatch" APP Modified Granular" or "Tri-PIy® TP-4G" or'Tri-Ply® TP-4" or "Ruberoid® Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or Tri-PIy® Mineral Surfaced Cap Sheet"or "GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® • • http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 5/22/2017 MIAMI•DADE caiftw DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SicRON 11805 SW 26 Street, Flbog 20S IviiamL Florida 331 f5-f4,4 T (786)311-2590T (786) i l-% +vw niillitltde.zoviecotomv • • • • • • • • • • • • • •• • • • • • • •. •. • • • • • • This NOA is being issued under the applicable rules and regulations governing the use ofconstrktion • • •. •• materials. The documentation submitted has been reviewed and accepted by Miami-DadeCoun4y RER Product Control Section to be used in Miami Dade County and other areas where allowed •livi to luthopr. • • Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miarni 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 Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADt: COUNTY 4 APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page I of 31 • • • Membrane Type: Deck Type 1: Deck Description: BUR Wood, Non -insulated 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(I): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Topcoat® FireOut" Fire Barrier Coating, VersaShield®Fire Resistant Roof Decls" • Protection, VersaShield® Solo' Fire -Resistant Slip Sheet installed permanufactu'rer's . installation instructions. • ••• • • .. . Fire Barrier: (optional) Base sheet: GAFGLAS® #80 Ultima' Base Sheet, Strataventm Nailable Venting Age Sheet, Ruberoid® • 20 Smooth, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid®' S) 3 i Weld;.?,,S•Ine sheet mechanically fastened to deck as described below; • • • • • .... . . Fastening GAFGLAS® Flex PIy' 6, GAFGLAS'r' #75 Base Sheet, Tri-Ply® #11,5$ 'e Sheet any of Option #1: the above anchor sheets attached to deck with approved annular ring hank nails and tin • caps at a fastener snaring of 4" o.c. at the 4" lap staggered .....1 in l..... To!._ nu _ _ in the . field. (Maximum Design Pressure —52.5 psi See General Limitation' • :•.... . • Fastening GAFGLAS` #80 Ultima'' Base Sheet, Ruberoid®20 Smooth or Ruberoid® Mop Smooth Option #2: attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure-60 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4 or GAFGLAS's' #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply"' BUR Granule Cap Sheet or GAFGLAS®EnergyCap" 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. installed per manufacturer's installation instructions. 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 approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. 'OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options i MIAMI.DADE COUNTY * APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 25of31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" DensDeck" Roof Board or 'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for.fire ratings of this product.••• • 2. Insulation may be installed in multiple layers. The first layer shall be attached in complialw• ew'th Product porol Approval guidelines. All other layers shall be adhered in a full mopping of approved aspitel!t: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 appmutlea phalt,wpghze shall be 4' x 4' maximum. .... • 4. An overlay and/or recovery board insulation panel is required on all applications over cikstjltep foam in:Mations when the base sheet is fully mopped. if no recovery board is used the base sheet shall be`arpfied using%1581' mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbolittrhree rows, otle at each sidelap and one down the center of the sheet allowing a continuous area of ventilati n. En'circlinioF21 e. strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross veaaf lation. 'Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems sita�I.b'e. limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 1 17. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specif►caIly 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 11 1 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 (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/I8 Approval Date: 05/04/17 Page 31 of 31 t Miami Shores Viiiage 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 '•'.�T 10050 NE 2nd Aver"— • • . •. • • . . . . ..• . Miami Shores, FI 3313 livpi/c1 Re: Owner's Name: �CA4N / C • •• •• ••• • • • • Property Address: IO 6 V 2 jg /0 Z . • Roofing Permit Number: • • • • • Dear Building Official: ✓�� i ✓� s?� it certify that I am not required to retrofit the roof to wall connections of my building because: e'I he just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 194 edition of e South Florida Building Code (1994 SFBC) • Signa re Print Name State of Florida County of Dade • . •... P LJ'IL 9toZ ;n11Clx] uo ssl,uwo uo�ss r�osc IifOd321d0a COI' .••• • .•.. • The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this a ( day of Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the budding 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. Revised on 5/21/2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Date: . . •••• • . .•.• . . • . Re: Owner's Name: jci44) ?tit% b/a ,L i Vi�r�¢• • • • • Property Address: /tD6O WC /0 ?L. • •• •• . • Roofing Permit Number: • . . • • • . • .. . .. • • • • .. •• . Dear Building Official: / I J ua v F i u; Al Lti certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Sic (-,4, nature State of Florida County of Dade Print Name ..AA1 p. .1 , The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this J )day of K. 20 ( " Notary Public, Sate of Florida at Large (SEAL) Revised on 5/21/2009 FINAL COMPLIANCE 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. Addjttth9}ly, the following items should be addressed as part of the agreement between the owner ant Me cp?rtractor. V'dwner's • • • initial in the designated space indicates that the item has been explained. •• •• • • • • • •• • • • �.. Renailing wood decks: When replacing roofing, the existing w8pdtgdf deck :14/ he to r- red in accordance with the current provisions of Section R4403. (The Khof 4kack is usually • • concealed prior to removing the existing roof system). • • • • • • • • • • • • • • • • •• • 4. Exposed Ceiling: Exposed, open beam ceilings are where the ubderste of the roof decking' • be viewed from below. The owner may wish to maintain the architectural appearance; tt r e?, • roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is of overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owr}er/Agent's ' nature Contractor I00la N. ld4G, 1 L Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number