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RF-18-2511 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit issue Date: 2/212018 Permit NO. RIF -2-15-251 Permit Type: Roof Work Classification: Flat PermitStatus: APPROVED Expiration: 08/01/2018 Parcel Number Applicant 1070 NE 95 Street Miami Shores, FL 1132050120030 Block: Lot: JANENE CHURCH Owner Information Address Phone Cell JANENE CHURCH 1070 NE 95 ST MIAMI SHORES FL 33138-2548 Contractor(s) J&K ROOFING INC Phone 954-961-7663 Cell Phone Valuation: Total Sq Feet: $ 8,000.00 400 Type of Work: Re Roof Additional Info: RE -ROOF FLAT ROOF WITH GAF CAPSHEET Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $4.80 $3.75 $2.50 $1.60 $250.00 $9.00 $6.40 $778.05 Pay Date Pay Type Invoice # RF -2-18-66295 02/02/2018 Check #: 34181 02/01/2018 Check #: 34167 Bond #: 3628 Amt Paid Amt Due $ 728.05 $ 50.00 $ 50.00 $ 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 AFFIDAVIT: I certify that all the regoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fu I u rize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy February 02, 2018 Date February 02, 2018 1 14: BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING 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 Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL RECEIVED FEB 01 2016 d'ic-( FBC 20 r? 2 "C 18-25 ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: /070 NC 9f- ED J ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 33/ 30 Folio/Parcel#: )1 DOS-- 0/a - 0030 Occupancy Type: Is the Building Historically Designated: Yes NO Load: Construction Type: irp -4 Flood Zone: OWNER: Name (Fee Simple Titleholder): J0t✓le,i e. ChtirC11 Address: Al/070 46 7s 5+ G City: l i4eL t ,�%,re State: PZip: 3J(3A Tenant/Lessee Name: Phone#: Email: BFE: FFE: Phone#: 365 6 tD 0 7 93 CONTRACTOR: Company Name: A004,5 Address: /a 0 (O SA erma� 'Sf N w ) State: City: Qualifier Name: I.J 04✓l' e Phone#: ,S7-/ 96 91/9J2 Pi Zip: ,3loao Phone#: 9,'/ /2a State Certification or Registration #: C(—Co5 0S% Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Value of Work for this Permit: $ Phone#: g000,o9 Type of Work: ❑ Addition ❑ Alteration Description of Work: /CP(L2, ) )lc,, j riDO71 i, / C,4F C Sn ee Square/Linear Footage of Work: ❑ New XRepair/Replace Zip: eioD AI ❑ Demolition Specify color of color thru tile: N�l- Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 500 TOTAL FEE NOW DUE $ 228 ,�$ (Revised02/24/2014) 05 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signaturev OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged beforemethis 20 day of `fes , 20 /d , by at 0 day of NW, 20 /0 , by cfc Ae✓t e C L utc-ii who is personally known to 60,4;1 ) rtO,) , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: identification and who did take an oath. Sign: £ Sign: Print: Print: Seal: ``'r Cristobal Ortiz NOTARY PUBLIC Y:��� NOTARY PUBLIC Seal: , ,� �_ �� .:STATE OF FLORIDA F' STATE OF FLORIDA ;� 1i.,�, ? Comm# FF920230 i a Commit FF920230 s�NCE 0 Expires 11/13/2019 ************************esk** XRtF$ii*�e�%I�s************************************************************ APPROVED BY IIIV Plans Examiner Zoning Cristobal Ortiz Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-012-0030 Property Address: 1070 NE 95 ST Miami Shores, FL 33138-2548 Owner JANENE CHURCH Mailing Address 1070 NE 95 ST MIAMI SHORES, FL 33138-2548 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3 /2 /0 Floors 1 Living Units 1 Actual Area 2,489 Sq.Ft Living Area 1,949 Sq.Ft Adjusted Area 2,209 Sq.Ft Lot Size 8,921 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $321,352 $299,139 $271,743 Building Value $153,746 $153,746 $155,028 XF Value $0 $0 $0 Market Value $475,098 $452,885 $426,771 Assessed Value $229,993 $225,263 $223,698 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $245,105 $227,622 $203,073 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description KIRBYS ADD TO MIAMI SHORES PB 41-44 LOT 3 LOT SIZE 81.100 X 110 OR 15978-4559 0793 1 Generated On : 1/19/2018 Taxable Value Information Previous Sale 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $179,993 $175,263 $173,698 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $204,993 $200,263 $198,698 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $179,993 $175,263 $173,698 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $179,993 $175,263 $173,698 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/1993 $185,000 15978-4559 Sales which are qualified 11/01/1989 $132,000 14374-3028 Sales which are qualified 12/01/1971 $50,500 00000-00000 Sales which are qualified 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: LICENSED AND INSURED 2010 Sherman Street Hollywood, Florida 33020 `.411C ROOFING SSouris Pazula Owe 30 LICENSE # CC -C058051 954-961-7663 954-961-9879 Fax 954-925-8015 Submitted Td ' -J4 e g C/ -1l Job Name < Date - i -- i4 Street spy ' /070N E F,S-- Street Phone 1 City, St. &Zip, City, St.&Zip Phone2 Legal Lot Blk Sub Tax Foil # ALL ROOFS TO BE DONE AS FOLLOWS ❑ SLOPE ROOF FLAT ROOF tear off entire existing slope Roof down to deck or smoo worka • e surface. WILL RENAIL DECKING TO MEET EXI NG CODE. ove all related roofing debris from emises. -LF, Will tear off entire existing flat roof down to deck or smooth workable surface. WILL RENAIL DECKING TO MEET EXISTING CODE. Remove all related roofing1 debris from premises. Replace any cssary rotten wood, 1 t)D LF, or Sq. ft for plywood free. per ft. thereafter. or Sqfor plywood Replace any ne• -ssary wood,, p y 1.('- free. per ereafter. Will apply 1 ply of basesheet anchored to the deck . Will apply 30 Ib. premiu -It, anchored to ' e deck according to local building code. Will install all new •I etal fl ing and lead stacks. USING HOT ASPHALT, MOPA 36 INC IDE STRIP OF 30 LB. FELT VERTICALLY AND A 16 INCH IDE ' LV. VALLEY METAL IN ALL VALLEYS. Will NAILfiberglas shingles with n • shanks according to local building code. Using HOT ASPHALT, will mop--plys of fiberglass felts to said basesheet. Install all new metal flashing and lead stacks. sing HOT ASPHALT mop 1 ply fiberglass cap sheet to said fiberglass nails(choiceof br;- d&color) ■ Using H ' SPHALT .• - - p y MODIFIED ' Manuf- " urer warranty on shingles. ■ BITUMENT to • Iberglass felt. Will f . • d coat with h • asphalt and embed •:•'ock. We hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of dI dollars ($ I� ) with payment to be made as follows: �� 110 DoLtA. J k g -1D C1i7_( ) ri r. No carpentry work, woodwork or painting unless specifically stated in this contract. In the event payment is not make as stated in payment schedule, All fees incurred in collections, such as, but not limited to, attorney fees, court costs and collection agencies, are to be paid by signer or owner. COVERAGE j�1 The roof applied to the building described above is guaranteed for / 0 years from the date of completion upon final payment in full. , This guarantee is TRANSFERABLE AT NO CHARGE to new owners of the property. Under this guarantee, the roofing contractor will, at its own expense, make any repairs necessary to correct roof Teaks resulting from the following causes: 1. Failure of roofing felts or base flashing resulting from usual and ordinary effects of wear and weather. 2. Poor workmanship of roofing contractor EXCLUSIONS i This guarantee does not cover: g' 1. Leaks or other damage caused by: in applying roofing and flashing materials. �ple- (a ©r 1c e c (`�--�.j ` c,�'C n .%�1 e 6rtl!'�E% _ - , of Payment: CHECK ■ ■ MONEY ORDER ■ - ' DIT CARD a. Natural disasters, including but not limited to floods, lightning, hurricanes, hail, windstorms, earthquakes, tornados, dry rot, etc. b. Structural failures such as cracks in decks, walls, partitions, foundations, windows, stoppage of roof drains or gutters, etc. c. Changes In the original principal usage to which of the building, unless approved by the contractor In advance in writing. d, Erection or construction of any additional installation on or through the roofing felt after the date of completion. e. Roof or flashing repairs by others, painting or coating without approval. f. Riots or vandalism. g. Termites or other insects. h. Penetration of the roofing from beneath by rising nails. 2. Damage to the building or it's contents, roof insulation, roof deck or other base over which roofing felt is applied. ACTION In the event leaks from roofing should occur, owner shall notify contractor promptly. Contractor will inspect the roof, and if cause of leak is within the coverage as stated above, the contractor will arrange for repairs to be made at no cost to the owner. If cause of leak is not covered, contractor will not be responsible for cost of any repairs. In the event leaks are not covered under the terms of this guarantee, a service charge will be Invoiced to the owner. The guarantee will become null and void if payment of the service charge is not made within 30 days of the billing date. WE MAKE NO GUARANTEES OF ANY KIND, EXPRESSED OR IMPLIED, EX EPT AS STATED HEREIN. A ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are (TNA UR:m (� authorized to do the work as specified. Payment will be made as outlined above. 1Q derstand od clause. SIGNATUR - (Owner) f DATE .�. •x -i• / �,l 1 AuthoriZ ) e,� �/ �P Ca 100% RECYCLABLE CREATIVE GRAPHICS•954-962-8868 !&K Roofing/ Proposal 01/08 , • 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 10050 NE 2nd Ave Miami Shores, FI 33138 evte CIiturc,k Re: Owner's Name: Date: N4 —� Property Address: /07o me `15" 5ioref ( Roofing Permit Number: Dear Building Official: I Ct9tAvuz.. C\turc/L buil ing because: 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 1994 edition of the South Florida Building Code (1994 SFBC) ff �J&ee, - - certify that I am not required to retrofit the roof to wall connections of my Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 10-0- day of I—Ct.& / e Cristobal Ortiz F a ; STATE OF FLORIDA NOTARY PUBLIC � Notary Public, Sate of Florida at Large C U " `.�,, 04 Comm# FF920230 IS Expires 11/13/2019 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than S300,000.00, and the budding was not constructed with FBC nor a 1994 SFBC. Then you must provide a budding application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on '5/21/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES E'v D Florida Building Code 6th Edition (2017) . FEB 1 118 High -Velocity Hurricane Zone Uniform Permit Application Fon Section A (General information) Master Permit No.OAkitProcess No Contractor's Name L/"/'/C- Job .l J(Job Address / 0 ? D /U r l S� ROOF CATEGORY 1.0 Low Slope 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Ti4$44 . • ❑ Asphaltic Shingles 0 Metal PaneVShingles 0 Wood Shirtgles/Shak�S • • • • • . .. ..••r 0 Prescriptive BUR -RAS 150• • 1 1 1 1 1 1 1 1 1 1 1 ROOF TYPE•••••• n •••• •••• ❑ New roof 0 Repair 0 Maintenance T Reroofing • • • .13 Rec verigg ROOF SYSTEM INFORMA ON •••••• Low Slope Roof Area (SF) 400 Steep Sloped Roof AREA (SSF) " Taal (5n 140 O. • • • • • • .• • .• • •. • Section B (Roof Plan) •.. •. • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • t • r PERMIT #: iami Shcres Village I—‹ .- SI:L'YECT T CrhLPLIA.10E\WITi1 ALL FEVER iAL ' ,o,i r i c r,.: CU'h'( LAS ANC REGULATIONS _—, - til i -- ZONING DEPT BLDG DEA -17 i ❑ JJ er.?..s L. -I_-1-. L -I 1 1_J_ _ i 1 1 1 1 1 (\„..ko'" 11 II a 1 FLORIDA BUILDING CODE - BUILDING, 6th EDITION (2017) 469 1 1 1 1 1 1 11 1 1 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) FM in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as 'NA') System Manufacturer: C A F NOA No. /% / 0.3 19- f% Design Wind Pressures, From RAS 128 or Calculations: Primed: q-211 Ph,w 2: 7/ 7 Pined: /0J- 0 Max. Design Pressure, From the Specific NOAsa S Deck Type: too Gam: s�� `, Slope: AnchorlBase Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thidmess: Base Insulation Fastener/Bonding Material: Top Insulation layer: Top Insulation Size and Thl kness: Top Insulation Fastener/Bonding Material: 43 Base Sheens) s No. of Ply(s): / 07S /Use Jhee'T 77.7" xis Ala 7;A Cy Ply Sheet(s)8No. ofPly(s): 2ptys p1 Ply Sheet F��teriat hE?a A Top Py: hi �1erdLS5 &leg Le'e Top Ely F ing Material: y� het- ,4>r. kr Surfacing: A4 Fastener sparing for AnchorBase Sheet Attachment Field: ! *oc @ crap. # Rows AZ ! • oc Perimeter. % ' oc @ Lap. # Rows Alik k • oc Corner ' oc Lap, # Rows @ _fa: oc Number of Fasteners Per Insulation Board Field Perimeter Comer .... •. Illustrate Components No18d af'a• •••• Details as Applicable: • • • : • . • . Woodblocking, Gutter, Edge ti'�erfninatidh, • • Stripping, Flashing, Continuous raid, Cant ' Strip, Base Flashing. Counter'-' •Elashir�, • • • . Coping, Etc. Ili: Mean Roof Height, Pyr a Haig% • , ; • Height of Base Flashing, Compt3tuetit Material, Material Thickness, Fastener TAW fastener • Sparing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 1p . • Jt t aC \v)\ C�t Lee 07S f5' e Steel .... .... .. . FT. .. • . .. ..• . pAA Fr Parapet Height JO Woo Mean Roof Height 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 govem the minimum requirements and standards of the industry for roofing system installations. Additipggiiy, the following items should be addressed as part of the agreement between the owner ant the contractor. The.otner's initial in the designated space indicates that the item has been explained. • . . .. 2. J Renailing wood decks: When replacing roofing, the existing mai' AN deck viay• 'have to be ren led in accordance with the current provisions of Section R4403. (The roof deck is usually • concealed prior to removing the existing roof system). . ....•. 4. �V► EY • posed •Ceiling: Exposed, open beam ceilings are where the underside of the roo iecking• can be �)ewed from below. The owner may wish to maintain the architectural appearance; ttpefpr-, • roofing nail penetration of the underside of the decking may not be acceptable. This provides ttfe Option of maintaining the appearance. .•• . . . . . 6. • • • • erftow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not 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 scup�ers in accordance with the requirements of Sections R4402, R4403 and R4413. \k/0 wner/Agent's Signature Date /00744440 Contractor Signature /b7'o Si' Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Date . • MIAMIDD COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.¢ov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructipn• • • • materials. The documentation submitted has been reviewed and accepted by Miami -Daae Gdunty RE1r'' Product Control Section to be used in Miami Dade County and other areas where allows d bx !he Autfien1y Having Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CBu0,,Produc't. • • • • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dads County) . reserve the right to have this product or material tested for quality assurance purposes. iftlis produst or material fails to perform in the accepted manner, the manufacturer will incur the expen$e beSpch testing and the AHJ may immediately revoke, modify, or suspend the use of such product or n ateriatwithia.tbe jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -bade 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. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 • Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank 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(3): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOute" Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. .... • Anchor sheet: GAFGLAS® #75 Base Sheet, Tri -Ply® #75 Base Sheet, Ruberei4420 Smo; h o£• • GAF L S tratavent® Venting Nailable Base Sheet is secured as descriDel f low. • • ! • Fastening Miami -Dade County Approved min. 12 ga. annular ring shank link and min• 5/8 in. • • Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide aflr.11gg, Sheet s'Idg Japs ands, • • • in. o.c. in the field of the sheet in two staggered rows. • • • (Maximum Design Pressure: -45 psf. See General Limitation #9) • • • Fastening (Miami -Dade County Approved min. 12 ga. annular ring shant nafls.and n.• 1;5/8 in. • min. • Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide agchor•sheet side tap's and 6 in. o.c. in the field of the sheet in two staggered rows. • • • • •• •• •• (Maximum Design Pressure: —52.5 psf. See General Limitation #7) • • • Fastening Drill -Tec' #14 Fasteners and Drill -Tec' 3 in Standard Steel Plates, Drill -Tec"' Option #3: AccuTrac® Flat Plates or Drill -Tec"' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf See General Limitation #7) Fastening Drill -Tec" #14 Fasteners and Drill -Tec"' 3 in. Standard Steel Plates, Drill -Tec"' Option #4: AccuTrac® Flat Plates or Drill -Tec'" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —6O psf. See General Limitation #7) Fastening Drill -Tec" #14 Fasteners and Drill -Tec"` 3 in. Standard Steel Plates, Drill -Tec"'` Option #5: AccuTrac® Flat Plates or Drill -Tec"' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure:—97.Spsf. See General Limitation #7) Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri -Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in afull mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri -Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 144030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 27 of 31 9 Cap Sheet: (Optional GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply® BUR Granule Cap Sheet or GAFGLAS Energy ap meral Surfaced Cap Sheet adhered in a fiilLmopping oof hott as a plied at 20 — 40 lbs./sq. installed Eel- 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) fdllwgd by Topcoat® Membrane applied at 0.5 to 0.75 gal.sq.•••• . • • . • • •. .• •• .. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. MIAMFDADE COUNTY APPROVED • .•.• ...• • .••• • • ...• • • . • •• • • • • . • • • • • • . . • • • • • • • • • . •. • • • • •• • • • • .• NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 28 of 31 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 V4" 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 compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applieffI6ithin the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the lop Tayer• • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in aporgycd aspholt,•ptnel size • shall be 4' x 4' maximum. • • 4. An overlay and/or recovery board insulation panel is required on all applications over closed aell fob t t is tulations • when the base sheet is fully mopped. If no recovery board is used the base sheet shall bc'applied using spot • mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbon: u'i?hree iwirs„Qne at • each sidelap and one down the center of the sheet allowing a continuous area of ventilition: Enciralin4 of the • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cr;rss oecttilatign. Asphalt • application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systeit SHAH be • limited to a maximum design pressure of -45 psf. • • • • • • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 5 fbf., 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 Roofmg Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter hailers, 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 comers). 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 10/18/2016 ONLINE CERTIFICATIONS DIRECTORY Page Bottom TGFU.R14153 - Roofing Systems TGFU.R14153 Roofing Systems Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA R14153 •••• • "Ruberoid® 20' or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an altemate:to Trype G2 b•assakets in aT, on • the following Classifications. • • • • • • • ••• 1/2 -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDecia board," "DEnsDedc Pjime® Roofboard° or "DensDedc DuraGuard"' Roofboard" may be used in any existing noncombustible deck Classification. When this is done, tike• • • • resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, %e buttaoints is the gpsum • board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or"DensDdCRt7uraGuard"•R6ofboard%AV'M offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, iternitt placed below the overiayment board. •• •• • • Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "Tri -Ply® Ply 6" may be adhered to Georgia-Pagitie 4cflosum LLC "bensDeck ® • • Roofboard," "DensDeck Prime® Roofboard" or "DensDedc DuraGuard"' Roofboard" in hot roofing asphalt. • • • • • • • • • "EnergyGuard"' Ultra" is an acceptable altemate to "EnergyGuard" RF" in any applicable Classification. • • • • "GAF Stratavent® Eliminator"' Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombCstfble decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuard" RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuard" EPS Insulation". Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (exduding LRF Adhesive 0) in any applicable Non -Combustible Roof Deck Classifications. References to glass fiber insulation indude "EnergyGuard Fiberglass Insulation". "EnergyGuard"' Tapered" is an acceptable altemate to "EnergyGuardTM" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet' or "Tri -Ply® #75 Base Sheet", or "GAFGLAS® #80 ULTIMA") is a suitable altemate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4", or "GAFGLAS® Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"' Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator"' Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator"' Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing in any of the Class A, B or C systems listed below. When "pertite" is referenced, this indudes "GAFTEMP PERMALITE®" or any other UL Classified periite insulation. Crushed stone or slag are suitable altemates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of rh-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 314 -in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/periite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. hdp://daiabase.ui.cam/eg-bin/XYVRemplateUSEXT/1FRAME/showpagehlml?mains=TGFU.R141538 or(6tle=Roofing+Systlems&obji&1 78ecf... 1/49 1(Y18►2016 TGFU.R14153- Roofing Systems • "EnergyGuardTM RA" or 'Tapered EnergyGuard"' RA" or "EnergyGuardTM Composite RA" may be substituted for any Mas Roofing Corp. • polyisocyanurate insulation in any of the following Classifications. Trumbull "Perna 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. "GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any periite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT® Fireshield MB" at 21/2 to 3-gal/100-ft2. "RuberoidDual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT". "Ruberoid® Mop Smooth 1.5" may be used as an altemate to "Ruberold® Mop Smooth". Class A,Band C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberold® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. •••• • • 1. Deck: C-15/32 Incline: 3 • • • • • •• • •• • • • • • •• • Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or • •••• • • • per(ite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate eoigitr8a dor phe fte,'Vy'thicRness. • Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® PIy 4" or "Tri -Ply® Ply 4" or "GAFGLAS®, PI"•6" hot mapped. Surfacing: — Gravel. • • • 2. Deck: C-15/32 Incline: 2 • • •• •• • • • • • •• Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurafe or urethane:/ •:• perlite/poiyisocyanurate composite or periite/urethane composite or wood fiber/polyisocyanurate co ppoo§�i or phenolic, any thickness. • t Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply® PIy 4" or "GAFGLASO DIY 6". .. • • • Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet° or "Tri-PIy® Mineral Surfaced Cap Shebt EnergyCapTM BUR Mineral -Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, periite/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. ck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: —One 313• Type ^-� "GAEG ace 7s a s sh�t" or "Tri-PIy® #75 Base Sheet" (may be nailed). Ply Sheet: — On or more plies Type G1 "GAFGLAS P1 4" or "Tri-PIy® Ply 4" or GAFGLAS®-Ply"S''"�" Cap Sheet: — One ply y ® ineral Surfa Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced -Cap Sheet". Surfadng (Optional): — "TOPCOAT® EnergyCoten" Elastomeric Coating" applied at a rate of 2-gal/100-ft2. • 5. Deck: NC Inline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet". Ply Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri-PIy® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap"' BUR Mineral Surfaced Cap Sheet." 6. Deck: C-15/32 Inline: 2 Insulation: — One or more layers periite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, periite/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 Pius" 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-PIy® TP -4" or "Ruberoid® Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® 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 http!/database.ul.con/og-biNXYV/template LISEXT/1FRAMFJshowpage.hbnl?namPTGFU.R141538ccnshorttitlepRoofing+Systems&obji&10838858078cf... 2/491 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795.2204 Fax: (305)7564912 Inspection Number. INSP-297351 Scheduled Inspection Date: February 23, 2018 Inspector: Alvarez, Manny Angel Owner CHURCH, JANENE Job Address: 1070 NE 95 Street Miami Shores, FL Project <NONE> Contractor. J&K ROOFING INC Permit Number. RF•2-18-251 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050120030 Phone: 914-961.7663 Building Department Comments RE -ROOF FLAT ROOF WITH GAF CAPSHEET Passed Failed Correction Needed Re -Inspection Fee • No Additional Inspect ons can be scheduled anti re -Inspection fee Is paid Uiactio Passed Comments INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-298484.211312018 MUST MEET WITH BUILDING OFFICIAL MR. ISMAEL NARANJO.