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RF-18-3102a Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue hate-10/31/2019 Parcel Number 431 NE 94TH ST, Miami Shores, FL 33138 1132060140500 Contacts Permit NO.: RF-10-18-3102 Permit Type: Roof Work Classification: Flat Permit Status: Approved Expiration: 04/08/2019 LUIS ARIAS Owner 790 NE 72 ST, MIAMI SHORES, FL 33138 CONTRERA ROOFING CORP Contractor ROBERTO CARLOS CONTRERAS 144 NE 26 ST, MIAMI, FL 33137 Business: 3053890228 Description: RE -ROOF FLAT GUEST HOUSE ONLY Valuation: $ 3,000.00 Inspection Requests: 305-762-4949' Total Sq Feet: 731.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $0.60 Planning and Zoning Review Fee $35.00 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $308.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $308.90 Check # 360 10/09/2018 $50.00 Check # 74819 10/31/2018 $258.90 Amount Due: $0.00 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 zoning. Futhermore, I authorize the above named contractor to do the work stated. t�L.GVi �Cy'a'� W lC.k—_ Authorized Signature: Owner / Applicant / Contractor / Agent Date October 31, 2018 Page 2 of 2 Miami Shores Village � C�{ VED Building Department R 10050 N.E.2nd Avenue, Miami Shores, Florida 11138 OCT 0 9 1019 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20���' BUILDING Master Permit No.1z-v-_—o5- 3 Ic)Z PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 24ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �l 3 tN • E• - 1 t 4- `1 6 V o s� o v City Miami Shores County: Miami Dade Zip: Folio/Parcel#: (1- J Z -O6 O (u 5 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple City: � " ' ,t "4 V%- 1 S k 0 r t S State: E 10 t '1 I c1 Zip: Tenant/Lessee Name: Phone#: Email: - CONTRACTOR: Company Name: C © In AV, [. r 1n -0D� , cj _ Phone#: 30�' 1 (O 0f / Address: ) `,1 `A i J , c • .2 CP S nn City: �^ �� '�'y'^'� ` State \ ' d( /a- zip: Qualifier Name:y� -Vj a C At 10S C-U h �"� Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �3 n Square/Linear Footage of Work: 2 3 1 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �Q' �ao.� Pnt 6 0 e. L( N 9 ) S 1 ©, A:4t Specify color of co r( rru tile: N I Submittal Fee $ r'� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ C::�(3 C) ' �Q TOTAL FEE NOW DUE $ rli� 1 U (Revised02/24/2014)�� ` Or 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address Zip 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 ER or AGENT The foregoing instrument was acknowledged beforemethis day of SQ T 020 9 n by '04 5 (��° , who is personally known to me or who has produced as identification and who did take an oath. Signature CONTRACTOR The foregoing instrument was acknowledged before me this 1,,,, _ day ofSe,14 20 � by II/r ` /�, r' +a O who is personally known to m or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: I L Print: Seal: �tT4v' S --., DANIEL PER' Notary Public -Slat 44 4y A" ;'c^ °sa;`-, DANIEL PE Z Seal: = �; `�; = Notary Public-Sta of Florida Commission ; G 69da ` U CommissioneG 44769 a My Comm. Exp Ires o 3,2020 °� F c o°, M Comm. Expires Nov 3.2020 of ? Y c.- fi###i#iii APPROVED BY Plans Examiner ld 2� Zoning Structural Review (Revised02/24/2014) Clerk 10/2/2018 Propertv Search Application - Miami -Dade County OFFICE 0'" THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-0500 Property Address: 431 NE 94 ST Miami Shores, FL 33138-2845 Owner LUIS ALBERTO ARIAS URDANETA MARGARITA V PEREZ CAMINERO Mailing Address PA Primary Zone 431 NE 94 ST MIAMI SHORES, FL 33138 USA 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2 LIVING UNITS Beds / Baths / Half 4/3/0 Floors 2 Living Units 2 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,745 Sq.Ft Lot Size 12,900 Sq.Ft Year Built 11924 Assessment Information Year 2018 2017 2016 ................... Land Value $386,677 $386,677 $322,062 Building Value $188,223 $189,390 $190,558 XF Value $1,534 $1,546 $1,558 Market Value $576,434 $577,613 $514,178 Assessed Value $500,479 $490,694; $460,710 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $75,955 $80,910 $53,468 Non -Homestead Cap Assessment Reduction $6,009 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 ote: Not all benefits are applicable to all Taxable Values (i.e. County, School [Board,City, Regional). (Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOTS 16 & 17 BLK 52 LOT SIZE 100.000 X 129 OR 19695-1340 05 2001 5 COC 24727-2038 07 2006 1 Generated On : 10/2/2018 Taxable Value Information 2018:: 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $450,479 $440,694 $410,710 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $475,4791 $471,7031 $435,710 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $450,479 $440,694 $410,710 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $450,479 $440,694 $410,710 Sales Information OR Previous Price Book- Qualification Description Sale Page 05/10/2018 $950,000 79- 33756 Qual by exam of deed 07/01/2006 $865,000 24727 Sales which are qualified 2038 05/01/2001 $0 19695- Sales which are disqualified as a result of 1340 examination of the deed 01/01/2000 $322,000 18964 Sales which are qualified 4891 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 RECEIVED rL/ ROOF AS MB ES AND ROOFTOP STRUCTURES OCT o 9 2010 4�A Florida Building Code 6th Edition,1(2 17,) pl High -Velocity Hurricane Zone Uniform P r it;A cato Section A (General Information)!�j. Master Permit No. Process No. Contractor's Name CONTRERA ROOFING Job Address 431 NE 94 ST ROOF CATEGORY � Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles [ ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 [ ❑ Prescriptive BUR-RAS 150 ROOF TYPE [ � New roof ❑ Repair ❑ Maintenance 2 Reroofing ❑ Recovering 1 1 ROOF SYSTEM INFORMATION [ Low Slope Roof Area (SF) 731 Steep Sloped Roof AREA (SSF) Total (SF) 731 1 1 Section B (Roof Plan) [ Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drajns. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ...... :0 0 0011,000. . 000001 ..... 2-i 3 .... •... .....� ••• • . . 1 • 0 0 0 • • •• •• 000 •....� i [ l t 1 � i 1 1 � � 1 t t 1 1 1 1 1 1 • t r FtpR� 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. 6-74— 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. 6-14� Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. L� Overflow scuppers (wall outlets): It is required that rainwater floats off co that tad tddl`1s not overloaded from a buildup of water. Perimeter/edge wall or other roof extensive may block 9*.. .' discharge if overflow scuppers (wall outlets) are not provided. It may be necesseryrtj 4nstall overflow • • • • • : • scuppers in accordance with the requirements of Sections R4402, R4403 and R4418! • • Own dA nl Signat re Date Contractor Signature • • • Date • • . . . . ...... PropertyAddress 5*yo1L-u.0 ,-1 .53130 Permit Number '..'.' Revised on 7/9/2009 LD;07/01/2015; r,--\ A •.J, iame Mores 'ilia e BU11,11d"Ing 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 Date: Re: Owner's Name: f o t S 0 Q N q$S _ Property Address: k 31 10C_ i 1A $ Roofing Permit Number: Dear Building Official: i LU & certify that I am not required to retrofit the roof to wall connections of my building because: ••..::. ...• . X i he just valuation for the structure for purpose of ad valorem taxation is less than $300,0003,6, Mase al:6 proof of SS valorem taxation, • • • • • .... ..... L. The building was constructed in compliance with the provisions of the Florida Building Code FVC);or with the pjovisionso • • .. .. of 1994 edition of the South Florida Building Code (1994 SFBC) ...... .... ...... . . . • . . . •....• :00-0-0 *00 0 0 0 0 0 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 10 day of Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose �f ad valorem taxation is equal to Or more than SFBC. Then you must provide a bulding application from a General Contractor for th1 Roof to Wall Revised on 5,2112009 DANIEL PEREZ 1st. NotaryPublic -5tateofFlorida Commission , GG 44769 qFJ ' My Comm. Exoires Nov 3, 2020 and the building was not constructed w`jh FBC no- a 1994 Hurricane Mitigation. 9/7/2018 Property Search Application - Miami -Dade County 11A L OFFICE OF • * n�:. THE r :,@ Summary Report Property Information Folio: 11-3206-014-0500 Property Address: 431 NE 94 ST Miami Shores, FL 33138-2845 Owner LUIS ALBERTO ARIAS URDANETA MARGARITA V PEREZ CAMINERO Mailing Address 431 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2 LIVING UNITS Beds / Baths / Half 4/3/0 Floors 2 Living Units 2 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,745 Sq.Ft Lot Size 12,900 Sq.Ft Year Built 1924 Assessment Information Year 2018 2017 2016 Land Value $386,677 $386,677 $322,062 Building Value $188,223 $189,390 $1 XF Value $1,534 $1,546 $1,558 Market Value $576,434 $577,613 $514,178 Assessed Value $500,4791. $490,694 $460,710 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $75,955 $80,910 $53,468 Non -Homestead Cap Assessment Reduction $6,009 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $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 MIAMI SHORES SEC 2 PB 10-37 LOTS 16 & 17 BILK 52 LOT SIZE 100.000 X 129 OR 19695-1340 05 2001 5 COC 24727-2038 07 2006 1 Generated On : 9/7/2018 Taxable Value Information 2018 2017 2016 County Exemption Value �50,040 r �60,O®0 $50,000 Taxable Value $7469,174 $444,694 $410,710 School Board """ seer • • • "• Exemption Value �$25,000 ••41111!ii,:00 Taxable Value $4 6,•179 UWT W 3 • oV",710 •r•••s •r•• •rr•• City • „ • Exemption Value •$aSQ�QQ $50,000 $50,000 Taxable Value $450,471 .$440694 •.$"L710 • • Regional • • � • ' .. • • � • Exemption Value $501000 • e$�56.060 $50,000 Taxable Value $450,4791 $440,6941 $410,710 Sales Information OR Previous Price Book- Qualification Description Sale Page 05/10/2018 $950,000 30979 Qual by exam of deed 3756 07/01/2006 $865,000 24727 Sales which are qualified 2038 19695- Sales which are disqualified as a result of 05/01/2001 $0 1340 examination of the deed FO1/01/2000L$322,000 18964- Sales which are qualified 4891 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: [ [ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Top Ply Fastener/Bonding Material: Fill in specific roof assembly components and identify FULL MOPPING manufacturer Surfacing: N/A (If a component is not used, identify as "NA") Fastener Spacing for Anchor/Base Sheet Attachment: System Manufacturer:_ GAF Product Approval No.:1s-1020.01 Design Wind Pressures, From RAS 128 or Calculations: P1:42.8 P2:71.7 P3:108 Max. Design Pressure, from the specific product 52.5 approval system: Deck: Type: 1 "X6" T&G Gauge/Thickness: 5/8" Slope: 1 /4 Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material Base Sheet(s) & No. of Ply(s): GAFGLAS #75 Base Sheet Fastener/Bonding Material: 11/4 RS NAILS AND TIN CAPS Ply Sheet(s) & No. of Ply(s): GAFGLAS PLY 4 Ply Sheet Fastener/Bonding Material: FULI MOPPING Top Ply: RUBEROID MOP GRANULE FIR Field: 9 " oc @ Lap, # Rows 2 @ g " oc Perimeter: 6 " oc @ Lap, # Rows4_ @ 6 " oc Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board: Field Perimeter Co�I ''' • • •. • • . • 6046 Illustrate Components Noted anc�Qgtak as Apj5UWjc� • Woodblocking, Gutter, Edge Terp}jriD , Stripping, Flashing • Continuous Cleat, Cant Strip, Base : ias�ing, Cou nterflashingy • • • • Coping, Etc. • Indicate: Mean Roof Height, Parap.e eight, Hei•'ght•of. Base"'e" • Flashing, Component Material, WWI: Thickness, kestener * • * • Type, Fastener Spacing or Submit' Manufacturers•details that • * ': • Comply with RAS 111 and Chapter 197: ....•. F rr.;� �C ULT iX Caul-'j � F2- 1.J 12' Parapet Height Mean Roof Height MIAMI•D E NIIANII-DADS COUNTY ME PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPAR7'MEN7' OF REGLILA'I'ORN' AND ECONON11C RESOURCES (RER) Miami. Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ii,.mianiidade.eoi,/cconomN' 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 (AH.1). 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. lfthis prc,i�tt�t7r material fails to perform in the accepted manner, the manufacturer will incur the exp5 wy e of such jq,,4Lng and the AHJ may immediately revoke, modify, or suspend the use of such product ow-.n-w"-ial witk n,. • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determinetl•bykliami-Dade County Product Control Section that this product or material fails to meet the requiO-Aer1ts of tlhg• applicable building code. "' • •' •' ...... .... This product is approved as described herein. and has been designed to comply with the Florida 644+ing Code including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: GAF Ruberoi&`Modified Bitumen Roof System for Wood Decks!• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city;siate� 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. 14-1030.02 and consists of pages 1 through 67. The submitted documentation was reviewed by .loree L. Acebo. APPROVED �J NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 1 of 67 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(1): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOut'" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection, (optional) VersaShield® Solo'' Fire -Resistant Slip Sheet, DensDeck® Roof Board, SECUROCK® Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board. Base sheet: GAFGLAS® #80 Ultima'" Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth base sheet mechanically fastened to deck as described below: Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1exPlyT'" 6, GAFGLAS' Option #1: #75 Base Sheet, Tri-Ply #75 Base Sheet or any of above base sheets attaxed to deck with approved annular ring shank nails and tin caps at a fastener spacj11g'tlf.9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation �# Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS" Flexl?f,T: 6, GAT;6 Ae,® Option #2: #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above bast tbeC* atta4ttln. deck with Drill-Tec'" # 12 Fastener or Drill-Tec'' # 14 Fastener an$*Drill-Tec'"" Steel Plate, Drill-Tec'' AccuTrac® Flat Plate or Drill-Tec" Aeculrac ® Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. T$e othe .f"; are equally spaced approximately 12" o.c. in the field of the sheet...' .. . (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening GAFGLAS® F1exPlyT" 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or Option #3: any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 s . See General Limitation #7) Fastening GAFGLAS® #80 UltimaT' Base Sheet, Ruberoid® 20 Smooth, Ruberoid® Mop Option #4: Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets Option #5: attached to deck with Drill-Tec'" #12 Fastener or Drill-Tec'" #14 Fastener and Drill- TecT°' 3" Steel Plate, Drill-Tecn' AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening Any of above base sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill-Tec'" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 15-1020.01 CMIAW�=UNW . Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 51 of 67 Fastening GAFGLAS® #75 Base Sheet, Tri-Ply®#75 Base Sheet or any of above base sheets Option #7: attached to deck with Drill-TecT°' #12 Fastener or Drill -Tee ' #14 Fastener and Drill- TeeT' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS®F1exPly7116, GAFGLAS® #80 Ultima" Base Sheet, Ruberoid' Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth sheet adhered in a bALmUnin of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule FR, Ruberoid® Mop Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF, , Ruberoid®Mop Plus Granule, Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCapn' 30 Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, or Ruberoid' Nop Plus Granule FR in adhered in a full mopping of approved asphalt aeplied9*w*IW*n the EVT range and at a rate of 2040 lbs./sq. 000 *see Or ••••.• •..• One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, ' Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule, Tri-P1•yiv$fw Gran>:1•e•�gp Sheet, Intec Flex PRF, , Ruberoid® Mop Granule FR, Rubgr,RJ!Xop PW• • Granule, Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Rube"N gnergyta� me M Granule FR, Ruberoid® 30 Granule FR, Ruberoid' 30 Plus GmmAo FR, or • Ruberoid® Mop Plus Granule FR adhered in MatrixTM 102 SBS M4bran4AAMsive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth me'xX tines. 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. 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 20401bs./sq. 3. TOPCOAT® Surface Seal SB or United Coatings' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT® MB Plus or United Coatings" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT® Membrane or United Coatings" Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 52 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS*' Ply 4 and GAFGLAS" FlexPlyT" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Y4" DensDeck°' Roof Board or 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 applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x T maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. if no recovery board is used the base:jiegt. shall be applied using spot mopping with approved asphalt, 12" diameter circle:, 2a',o.c.; of strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the•sheet aMMmg a continuous area of ventilation. Encircling of the strips is not acceptable. A C�';1�,�,�jc shall be:• placed every 12' in each ribbon to allow cross ventilation. Asphalt application gi;ejl�her systejn sh.911 be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limik"ro a maxima" design pressure of -45 psf. • • • • • • 00000, 5. Fastener spacing for insulation attachment is based on a Minimum Characteristf8 M-ce (F') vV18C of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. Plae 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 meill brail e•attI llnent is jjas, d on a minimum fastener resistance value in conjunction with the maximum design value listed PUTiin 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 Engineer, 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 1 ] 7. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 1 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 (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/45/18 Page 67 of 67 Class A - Fully Adhered 1. Deleted. 2. Deleted. 3. Deleted. 4. Deleted. 5. Deleted. 6. Deleted. 7. Deleted. 8. Deleted. 9. Deck: C-15/32 Incline: 1/2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or en�Ts Neck rime Roofboard" or "DensDeck® DuraGuard"" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (O ti — One or more layers perlite or glass fiber or 3/4-in. minimum or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-1/2 in. minimum. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet" or "GAFGLAS® Stratavent® Nai a e Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type G1 "_GAFGLAS(-) Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6" fully adhered with hot roofing asphalt. :•••:• Membrane: — "RUBEROID® Mop Granule FR" or "RUBEROID® Mop Plus Granule FR" or "KUB�KOID® EnergyCapT"' M•y••• Plus Granule FR" fully adhered with hot roofing asphalt. •• • •••• •' CoatingL0*0orra": — "GAF Fibered Aluminum Coating" applied at a rate of 1-1/2 gal./loGftkZ• �••••� •,••;. • 10. Deck: C-15/32 Incline: 1/2 •••••• •••• • • • • •••• •• •• 00400 Barrier Board (Optional): — One or more layers minimum 1/4-in, thick Georgia-Pacific YP.s P.S.U.M. LLC "DensDeck® 00 Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardT"' Roofboard" or minimum 1/4,en*. ql k Unitl •• States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Rttf 68ard" (Tyl?L*SSMRX). ••+•:• Insulation (Optional): — Perlite or fiber glass or polyisocyanurate or urethane or perlite"llcyanurate Composite. • Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #P5 Base SheeW or'GAFGLAb&•:• #80 UltimaT"' Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Str:favtA?@ • . Perforated Venting Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "l%41e 4BUR Gq"uW Cap S:�&4'6: mechanically fastened or fully adhered with hot roofing asphalt. • • • Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLA?CRI Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6" fully adhered with hot roofing asphalt. Membrane: — "RUBEROID® Mop Granule FR" or "RUBEROID® Mop Plus Granule FR" or "RUBEROID® EnergyCap— Mop Plus Granule FR" fully adhered with hot roofing asphalt. 11. Deck: C-15/32 Incline: 1/2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardT"' Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — Perlite or fiber glass or polyisocyanurate or urethane or perlite/polyisocyanurate composite, butt joints offset a minimum of 6-in. from plywood deck joints. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT'" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6" fully adhered with hot roofing asphalt. Membrane: — One ply "RUBEROID® Torch Smooth" or "Tri-Ply® APP Smooth", torch applied or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth" fully adhered with hot roofing asphalt. Membrane: — "RUBEROID@ Mop Granule FR" or "RUBEROID@ Mop Plus Granule FR" or "RUBEROID@ EnergyCap— Mop Plus Granule FR" fully adhered with hot roofing asphalt. 12. Deck: NC Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardT`" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — Perlite or fiber glass or wood fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultimal" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" mechanically fastened or fully adhered with hot roofing asphalt.