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RF-12-20-2946, 54 NE 102nd StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 01/14/2021 Location Address Parcel Number 54 NE 102ND ST, Miami Shores, FL 33138 1132060131470 Contacts Permit NO.: RF-12-20-2946 Permit Type: Roof Work Classification: Flat Permit Status: Approved Expiration: 06/21/2021 MICHAEL & CLAUDIA DEVINE Owner REGOSA ENGINEERING SERVICES INC Contractor 54 NE 102 ST, MIAMI SHORES, FL 33138 GUSTAVO VELEZ Other: 3057594883 15700 NE 2nd AVE, MIAMI, FL 331624267 Business:7862622964 CONTRACTORWORK@GMAIL.COM Other: 7863448720 Description: RE -ROOF FLAT Valuation: $ 6,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 600.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.20 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $276.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $276.30 Credit Card 12/22/2020 $50.00 Credit Card 01/14/2021 $226.30 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. Authorized Signatur6� Owner / Applicant / Contractor / Agent Date January 14, 2621 Page 2 of 2 RIE ,ZIVIEI:� Miami Shores Village DE 222020 Building Department BY:)10 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 1 BUILDING Master Permit No. L F - r2'_ 4,0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: L_A City: Miami Shores )County: Miami Dade Zip: ? 1Z l5 Folio/Parcel#: 11 " 33© to013 �-1 Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: #Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -Sl� _a, ('aA it Phone#: 786 - ,54 5 q Address: Z�L4 Nr O City: _J�Aj fA PA"y C kd r1 S State: Tenant/Lessee Name: Phone#: 3313E Email: _ yl�r�s Q� CONTRACTOR: Company Name::'i 0 t _eel vt Phone#: Address: m O 0 /V-,!C7- Q-VIRl- f City: Qual State Certification or Registration #: p: 3:3 / & y hone#: Certificate of Competency #: C64-1 3 ;z z 3-r DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: O Square/Linear Footage of Work: it o O Y�,CK� Type of Work: ❑ Additions El Alteration ❑ New/ '(�epair/Replace ❑ Demolition Description of Work: 1'�� 0io Specify color of color thru tile: Submittal Fee $ !� " (M Permit Fee $ Scanning Fee $ Technology Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $. Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ GL 6- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. t e absence of such posted notice, the inspection ill not be approved and a reinspection fee will be charged. J SignatureN Signatur O IVER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this d y of ��,(�Y►�i c .(, 20 L0 by _Iw day of �20 �C , by ( , ( ao De V1-k A) , who is personal) k own to Ca./ 0 VCAX-7,, who is personally known to me or who has produced a or who has produced as MIGU_t 0c?AZ - identification and who did take a r:.icu__u==ez Nota y; Public entification and who did to e:z.� �h: N tar,-ublic_4a eof'lorida ' M Commission E GG 135943 ' }•` Commission = CG i 359c3 NOTARY PUBLIC: ` o;' My Comm. Expires Aug 2Q 2021 OTARY PUBLIC: `ss""' �; My Comm. pins Aug 20, 2021 �`'`` Bordedthrcu;hNati calNctaryAifO. .„ ';FC�' 6ordedtFroudNaticralWaryAssn. Sign: Sign: Print: V. � 4 Print: V a. Seal: Seal: s**s*******s********•ss******i**sss:as****�:**s*s****s*s*s********#**ss*s****rs**ss****��***a********ss****** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 NE PROPERTY APPRAISER OFFICE OF Summary Report Property Information Folio: 11-3206-013-1470 Property Address: '54 NE 102 ST Miami Shores, FL 33138-2323 Owner !MICHAEL J DEVINE &W CLAUDIA Mailing Address 154 NE 102 ST i MIAMI SHORES, FL 33138-2323 PA Primary Zone 11000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY : 1 UNIT Beds / Baths / Half _ _------- 13 / 2 / 0 Floors 1 Living Units 1 Actual Area 2,311 Sq.Ft Living Area 1,796 Sq.Ft .... ...... Adjusted Area ------ 11,905 Sq.Ft Lot Size 111,500 Sq.Ft Year Built 1942 Assessment Information Year Land Value .... _....._...----..... __._.._--_-_-* Building Value 2020 ( $345,138 _ ..... $144,742. 2019 2018 $345,138 $287,615 ---- _.._. $145,847 $133,423 XF Value $36,9881 $37,368 $3,210 Market Value $526,868 i $528,353 $424,248 Assessed Value $326,395 $319,057, $278,544 Benefits Information Benefit Type 2020 2019i 2018 Save Our Homes jAssessment $200,473 $209,296 $145,704 Cap Reduction .... .... Homestead Exemption $25,000 - $25,000 - $25,000 Second Exemption $25,000 $25,000' ' $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board. City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 5 & LOT 6 BLK 11 LOT SIZE 100.000 X 115 OR 17069-0633 0196 4 COC 22587-3333 07 2004 1 Generated On : 12/22/2020 Taxable Value Information 2020 2019 2018 _......___.. County Exemption Value $50,000 $50,000 $50,000 Taxable Value $276,395 $269,057 $228,544 School Board Exemption Value $25,000' $25,000 $25,000 Taxable Value $301,395; $294,057 $253,544 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $276,395' $269,057 $228,544 Regional - - -- ....._ ..__._...._............_. ..._....._._.-..- Exemption Value - - $50,000` $50,000 $50,000 Taxable Value $ 3627$ 95 $269,057 $228,544 les Information Previous OR Book - Price Qualification Description Sale Pa a 9 22587- 07/01/2004 $425,000; Sales which are qualified 3333 _ 17069- ;Sales which are disqualified as a result 01/01/1996 $0 0633 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 12/22/2020 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES l RIE° CIE' YVIE i 3 Florida Building Code 6th Edition (2017) DE , 2 2 2020 High -Velocity Hurricane Zone Uniform Permit Application Form. BY, _ _ Section -A (General Information) Master Permit No. Process No. � r Contractor's Name Weo 0 - Cl rl Job Address r- f0 lj"f ROOF CATEGORY ® Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE Cl New Roof n Repair R Maintenance ROOF SYSTEM INFORMATION 'L u,,e, .••••• • • • ❑ Mortar/AcjFleStv�Set Tile • 0. ❑ Wood Shk4eslshakes,. • . 00 ...... • • • • • • • •• .. . .•.. • Reroofing U-7 Recovering • • • • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) L! Total (SF) 4 0 0 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 of parapets. FLORIDA BUILDING CODE 6th Edition (2017) —BUILDING MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to ex- plain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. �:1 11 10 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion perfor- mance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning :*:,"*,*should be. addressed as part of the agreement between the owner and the contractor. • 0*"9 . .. ...... 2. Renailing wood decks: When replacing roofing, the existing wood roof deck•"n - ave to be renailed in • *.?00: accordance with the current provisions of Chapter 16 (High Velocity Hurricania.TMNs) of tV� Idtida BUMding Code. (The roof deck is usually concealed prior to removing the existing roof system) • • • • :..... .. . ..... .. .. . .. ...... 3. Common roofs: Common roofs are those which have no visible delineation•boween neigiaboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contrarQr aqd/or owner• should notify the occupants of adjacent units of roofing work to be performed. • •• • 4. Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause wa- ter to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. r 8. Existing Solar Systems: The re -installation of an existing roof mounted photovoltaic or thermal solar system requires a separate permit. Permit must be obtained in order to finalize the roofing permit. RE PROPERTY ADDRESS DATE PERMIT NUMBER SOW V fy' ` I\- STATE ZIP MIAM MI=A11 I 123 01-297 N19 Florida Building Code SEdition (2014) High Velocity � Hurricane Zone Uniform Permit Application Form Section C Lowr Sloped Roof System) Fill in Specific Roof Assembly Components and ldenft Manufacturer (If a component is not used, identify as "NA' System Manufacturer 'A]�_ NOANo.• se— o l q, B Design Wind Pressures, From RAS 128 or Calculations: A Pmaxlr''_ �ax2_-7:j&--7Pmm O V.P Max Design Pressure, From the Specific NOA System: — .S Deck _55 Type: t� t f ��' P O GaugelThickness: rr . k- Slope: /*I AnchorBase Sl•--et & iNo. of Ply(s): % Al, � Anchor/Base Sh et Fastener/Bonding Material: Insulation Base Layer. v 14r_ Base Insulation Size and Thickness: Base Insulation FastenedBonding Material: Al Top Insulation Layer. Top Insulation Size and Thickmess: Fastener Spacing for Anchod8ase Sheet Attachment Field: - oc @ Lap, # Rows -7- � � • • : • Perimeter. ' oc @ Lap, # Rows' `d "@ (;':' ec * . .Comer. J_- oc @ Lap, # Rows a ' oc - 4Vumber of Fasteners Pe7rkw hatiom ' • •' Board . , :... Field �;� Perimeter A4___ M 3er A/A,-' • .. illustrate Components Notad and ' ' Details as Applicable: ."". Woodblocking, Gutter, Edge Termination Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply, with RAS i11 and Chapter 16. � V �`� FT. Parapet Top Insulation Fastener/Bonding Material: j ` Height Base Sheet(s) & No. of Ply(s): 1 Z S 7��� Base Sheet Fr�stenerlBonding Materiq f� 1 '/,� Ell _t r1i Situ ✓, NGl1JL+ ^ ,� =i v f IAJ v� Ply Sheet(s)_& No. of Ply(s): x1v'"I AA PI Sheet Fastener o Ma aI: y JA0-k _ _19,0 t� Top Ply k.UroyG' 1 sj -CT'G),C. C(,'�?Shee r Top Ply Fastener/ Bonding Material: _ Surfacing: C r� 41,1; �� \ Mean Roof Height =- i I IAI 11-DADE COUNTY MiAMl1D_ADE =>; PRODUCT CONTROL SECTION :-.,:.r:,,.�.,•.,..� . 11805 SW 26 Street Room 208 D ECONOMIC RESOURCES (RER) Miami_ Florida 33175-2r17? DEPARTMENT OF REGULATORY AV T (786)315-2590 F (786) 315-2599,• • • : • BOARD AND CODE ADriN1 ISTRATION DIVISION, NOTICE OF ACCEPTANCE OA) 6..*• seeVe GAF ...:.. . 1 Campus Drive • • • • • • • Parsippany, NJ 07054 • • • • • • . ...... .. . SCOPE: This NO is being issued under the applicable rules and regulations governing the use of constriction . materials_ The documentation submitted has been reviewed and accepted by Miami -Dade Gdrit" V ER • Product Control Section to be used in Miami Dade County and other areas where allowed fill the • • Authority Having Jurisdiction (_AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product •. • Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami i adIfe County) r quality assurance pure P or reserve the right to have this product or material tested fo material fails to perform in the accepted manner; the manufacturer will incur the expense of such testing and the Al IJ may immediately revoke, modify, or suspend the use of such product or materia) within their jurisdiction. RER reserves the fight 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 it approved as described herein, and has been designed to comply with the Florida Building This product t ising the Hive Velocity Hurricane Zone of the Florida Building Code. CodDESCRIPTION: GAF RuberoielModified Bitumen Roof System for Wood Decks. a city, LABELING: Each unit shall bear a permanent label with the manufacturer's unless o r logo rwi, noted to and following statement: "Miami -Dade County Product Control Approved", herein. �• NjZWA1-- of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code nea_atively affeetina the performance of this product- '€'? R1�INA'I flON of this TIDA will occur after the expiration dale or if tiicre has been a revision or change in thA as an e materials, use. and/or manufacture of the product or P o° es shall automat atlys- Misuse of this Otermina endorsement of any product for sates, advertising or any other pure this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NOA. Florida, and ADERTISEYiENT: The NOA number preceded by the words Miami -Dade County, followed by the expiration date may be displayed in advertising literature- If any portion of the I�OA is displayed, then it shall be done in its entirety_ bv the INSPECTION: A copy or or its f this entire NOA shall 1provided to e request of the Building eOfic al. distributors and shall be mmilable for inspectionages i through 67_ This NOA reed documentation was reviewed b}ws and revises 1\10A No- ?Jorge L_ Acebo The submitted of p - NOA No.: 13-0919.12 Expiration Date: 11/46n3 p1fAP9r•00r:COUNi— -;R'i approval Date- i1/01/18 Page i of 67 Membrane Type: SBS Deck Type 11: Wood_ Non -Insulated • Deck Description: Min. 15132" thick plywood or wood plank secured 6 in. o.c. with 8�I rilj� shank • • • • •...• • • • • • •. nails to supports spaced 24 in. o.c. max- • • ... .• •....• System Type E(5): Anchor sheet is mechanically attached to roof deck_ (Non -insulated 35kams) 0 . ...... • • • . . All General and System Limitations shall apply. • • • • • • • 00000 Fire Barrier: FireOut�" Fire Barrier Coating .. .• .• , VersaShield° Fire -Resistant Slip Shelf 69 : •. • . . • • • • • •....• (optional) VersaShield`` Solo"' Fire -Resistant Slip Sheet. 000000 • • 475 Base Sheet, Ruberoid"20 Surtioth a�• • • • • • • Anchors t: GAFGLAS`'' 775 Base Sheet. Tri-Ply° Stratavent& Nailable Venting Base Sheet is secured & dsshibed . • • ; • • • • ; . GAFGLAS' .. . •..• • • • below. 0000 Fastenina Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1- Option #i• 5/8 in. diameter tin caps 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 two staggered rows. (Maximum Desfgn Pressure--45 psf, See General Limitation 1-7) Fastening .Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1- Option #2: 5/8 in. diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (iVlaa-imuln Design Pressure 52S psf, See General Linzitatiolz #7) Fastening Drill-Tec'' #14 Fasteners and Drill Tec"' 3 in. Standard Steel Plates, Drill-Tec'" ' in. Ribbed Galvalume Plate (Flat) are Option 43: Accu?rae Flat Plates or Drill-Tec 3 16 in. o.c. in the min. 4 in. -vide anchor sheet side laps and 16 in_ o.c. in spaced the field of the sheet in two staggered rows. (lV&xjmu)1z Design Pressure 52.5 psf, See General Limitation #;9 . Drill-Tec 414 Fasteners and Drill-Tec' 3 m. Standard Steel Plates, Drill-Tec' Fastening AccuTraco Flat Plates or Drill-Tec`' 3 in. Ribbed Galvalume Plate (Flat) are oli Lion 44: spaced 12 in. ox. in the min T in. -vide anchor sheet side laps and 12 in_ o-c_ in the field ofthe sheet in two staggered roves_ Pressure -60 See General Limitation 97) (rVlaxzmum Design psf, n� _ ��, , Drill-Tec -11 Fasteners and Drill-Tec 3 in. Standard Steel Plates, Drill Fastening AccuTradl Flat Plates or Drill-Tec7" 3 in. Ribbed Galvalume Plate (Flat) are Option 45• 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the spaced Yield of the sheet in three staggered rows -Design Pressure 97.5 psf, See General Limitation 97) 1i� of Ruberoie 20 Smooth adhered with any approved Base Sheet: Install one o more es asphalt applied within the EVT range and at grate of 20 401bsJsq. mopping (See General. Limitation #4). NOA No.: 18-0919.12 -� }a r -piration Date: 11/06/23 ice: riwAoCCourrr:. r+i•o -�s��`;r Approval Date: 11/01/13 Page 59 of 6; • Hembrane• Ruberoie 30 Granule FR, Ruberoid`� 30 Plus Granule FR, Ruberoid`�' Mop Ply" SBS Granule Cap Sheet, Intec Flex PRF, RuberoidP Mop Granule, Tri Granule FR- Ruberoie Mop Plus Granule FR, Ruberoie EnergyCaP7 Mop Plus Granule FR or Ruberoi& EnergyCap'' 30 Granule FR fully adhered with • • • • EVT and �`�.a.i'at6 Of 20; range • • an), approved mopping asphalt applied within the • 40 ibs.,`sq. ... ; .. . Or •• • Mineral -Surfaced Cap Sheet, Tri-Ply`' BUR Granule•C`3;eet • • GAFGLAS® or GAFGLAS`= EnerK Cap Mineral -Surfaced Cap Sheet adhered "A ful l �0 . • 0 . of approved asphalt applied within the EVT range and a 0 0 r * 0 A 0- tiZopping .0 lbs./sq. •' • • required for smooth 0 • • Surfacing: optional on granular surfaced membranes; • • P b00 membranes. Chosen components must be applied according t� • • • • • • All coatings must be li3ted•tivithin00000 manufacturer's application instructions. 1 a current �IOA. Gravel slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. Surface Seal SB or United Coatings" Surface Seal S./ Roof 2. TOPCOATS' Coating applied in one or more coats at a minimum rate oft _0 gal./sq. per coat. OR 'Roof Mate B Plus Coating TOPCOAT`S Y1B Plus or United Coatings M 1.0 be used as a primer) followed by applied at a minimum rate of gatJsq.(to TOPCOAT Membrane or United Coatings"' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 0. Jsq-percoat- 11 Fiber Aluminum Roof Coating. maximum Design See Fastening Opfeoas Pressure: y0A 140.: 18-0919.12 Expiration Date: 11106123 iwil•��o=Cou"-7v r.< Approval Date: I1/01/l8 F�:s-==-�`�j�t_t• a`�C�' Page 60 of 67 WOOD DECK SYSTEM LLMITATIONS: 1 A slip sheet is required vvrith GAFGLASO Ply 4 and GAFGLASO FlexPly 6 when used as a mechanically fastened base or anchor sheet. ?_ Minimum'la" DensDeck Roof Board or'/=' Tvpe X gypsum board is acceptable to be installed :...:. . . directly over the wood deck. • • • • • GENIERAL LLh41TATIONS: • i . Fire classification is not part of this acceptance; refer to a current Approved Roofing i• als • • • • Directory for fire ratins of this product- 0 • • • • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in comlaliint~e with.. Product Control Approval widelines. All other lavers shall be adhered in a full moppia1 a •. • • approved asphalt applied within the EVT range and at a rate of 20 '10 lbsJsq., or mec4 tf;ally • • • • attached using the fastening pattern of the top layer • All standard panel sizes are acceptable for mechanical attachment. When applied in zppravt ed • • • 00 asphalt, panel size shall be �V x 4' maximum. '.... • 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shal I be applied using spot mopping with approved asphalt 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 {b f.; 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 anclior/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 Engineer, Architect or Registered Roof Consultant may be submitted. Said revised fastener spacing shalt 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 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 99 will not be applicable.) �. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9_ The maximum desiened pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers).1`'either rational analysis, nor extrapolation shall be permitted for enhanced fastening at ern -enhanced pressure zones (i.e. perimeters, extended corners and comers). (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.: 18-0919.12 Expiration Dat e: 11 /06123 i�t:�paco- ) W;:R�Approval Date- 11/01/18S. i� 0 Pagc 67 or 67 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, 2-in. maximum. Ply Sheet: — Two 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. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet° or'Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt 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. "Olyeond Fastening System" or any UL Classified insulation adhesive. • • Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLA�O #89 Ultima lg'ds't %'heet" or, • • • • • "GAFGLAS@ Stratavent@ Nailabie Venting Base Sheet", mechanically fastened. • • • • Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply® Ply 4" or GAFGLAS@ Flex Ply 6" o:•"rrt-PI'y(& Ulti)%exible Ply 6", ' • fully adhered with hot roofing asphalt. 000000 • • • • • • • • • Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "fri-Ply@ BUR Granule Cap Sheet" or;WW@ EnergySap'" • • Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United Coatings*" TOPCOAT@ EnergyCote'" Roof Coating" or "TOPCOAT@ MB PIVm1le v" or "LQtttgd Coatings" •'• • • • • Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. • • • • • • • • • , • , 5. Deck: NC Incline: 3 • • • • • • • • • • • • • • •• •• • •• •••••• Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS®dABOUltlma— Base Sheet" or • • "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Bat S11bgT or "'GWLA�@ • StrataventO Nallabte Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or filly • • • • • • 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" mild4ly@ Ultrailenibie Ply i • • • • i 6", fully adhered with hot roofing asphalt. • • Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheeror "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGL.AS@ Ener9Y •Ca Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. P`" 6. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeckO 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: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perilte/urethane composite or phenolic, 1-in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply Flex 6" or "Tri-Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet° or'Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima*'" 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. Membrane: — One or more plies "RUBEROID@ Torch Smooth" or "Tri-Ply® APP Smooth" or "RUBEROID@ Torch Granule" or "RUBEROID@ Torch 180" or'Tri-Ply® APP Granule", torch applied or "RUBEROID@.Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Pius Smooth" or "RUBEROID@ Mop Granule" or "Intec Flex PRF" or "Tri-Ply® SBS Granule" fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or iri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 7. Deck: C-15132 Incline: 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@ 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 (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 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet" or "GAFGLAS@ Stratavent@ Nallabte Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" "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 GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply Flex 6" or -rri-Ply@ Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROID@ Torch Smooth" or "Tri-Ply@ APP Smooth" or "RUBEROID@ Torch Granule" or "RUBEROID@ Torch 180" or "Tri-Ply@ APP Granule", torch applied or "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Plus Smooth" or "RUBEROID@ Mop Granule" or "Intec Flex PRF" or "Tri-Ply@ SBS Granule" fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet° or "GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt 8. Deck: NC Incline: 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@ DuraGuard"4 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): — Pedite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima— Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or "GAFGLAS@ Stratavent@ Nailabie 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 GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Trl-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet' or "Tn-Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United CoatingsTM FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal./100-ft2.