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RF-09-23-2365Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 797 NE 94TH ST, Miami Shores, FL 33138 Contacts Permit NO.: RF-09-23-2366 Permit Type: Roof Work Classification: Flat Permit Status: Approved Issue Date:10/12/2023 Expiration: 04/12/2024 Parcel Number 1132060142050 MIRLANDE AMEDA Owner 797 Home: 3053008073 ALL FLORIDA CONSTRUCTION & Contractor ROOFING CO VILER CHERISOL 801 NE 167 ST Business: 7864499005 cherisoll@yahoo.com Description: REROOF FLAT AREA ONLY Valuation: $ 8,000.00 Inspection Requests: 305-762-4949 Total Sci Feet: 1,700.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DSPR Fee $3.83 DCA Fee $2.55 Education Surcharge $2.40 Permit Fee (Manual) $205.00 Scanning Fee (Manual) $15.00 Technology Fee (Manual) 525.50 Total: $309.08 Payments Date Paid Amt Paid Total Fees $309.08 Credit Card 09/26/2023 $50.00 Credit Card 10/12/2023 $259.08 Amount Due: $0.00 Building Department Copy 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 POOLwork. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regylating con;;truction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner ! Applicant / Contractor / Agent October 12, 2023 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204Fax: (305)756.8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC A ROOFING ❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF CONTRACTOR JOB ADDRESS: t 797 NE 94 ST FBC00 ,.f20 Master Permit No.C0 ,�l - -03-9316 Sub Permit No. ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑ CANCELLATION SHOP DRAWINGS City Miami Shores Counts Miami Dade Zip: Folio/Parcel#: 11-3206-014-2050 Is the Building Historically Designated: Yes _ NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MIRLANDE AMEDA Phone#: 305-300-8073 797 NE 94 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Email: CONTRACTOR: Company Name: ALL FLORIDA CONSTRUCTION & ROOFING phone#: 786-449-9005 Address: 801 NE 167 ST #314 Email: INFO@ALLFLACONSTRUCTION.COM Qualifier Name: VILER CHERISOL Phone#: State Certification or Registration M CCC1327330 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State:Zip: Value of Work for this Permit: $ 8 0 0 0 . 0 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: RE ROOF FLAT AREA ONLY Specify color of color thru tile: Submittal Fee $ q Permit Fee $ �ps . O tz CCF $ J4. cLW CO/CC $ Scanning Fee $ CS. o DCA Fee $ R. 5S ^1 D�BlPR $ 3 e 3 Notary $ Technology Fee $ ,� • S V Tralning/Education Fee $ d • TO Double Fee $ Structural Reviews $ P&Z Review $ Bond $ TOTAL FEE NOW DUE $ (11evlsed04/05/2022) 1t. Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State M. 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 jurisdicti4i. .I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERSWANKS, 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 taws 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 low 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. OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 4a— day of 3---, 20 a.3 . by 1 1, IrlAAr71E /i-M��iii ). who is personally known to me or who has produced -75z- z>L as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Notary Publlo State of Florida Antony Joanem AAlMY COMMI6411011 HH 371808 Expiraa 3/10/2027 APPROVED By The foregoing instrument was acknowledged before me this day of '�Fi1asi%.9� . 20.; .� . by ' who rsonally kno n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: ary u C Stale of Florid, Seal: Antony Joanem JIB MY Commission HH 371888 Expires 3/1012027 rrrrrrrrrrrrrrrurrrrrrrr••rrsrrrrrrrrarrrararrprrrrrrra � Plans Examiner Structural Review Zoning Clerk (Revised04/05/20221 ReportOFFICE OF THE PROPERTY APPRAISER Summary Generated On: 09/26/2023 Folio 11-3206-014-2050 797 NE 94 ST Property Address MIAMI SHORES, FL 33138-2914 Owner MIRLANDE AMEDA Mailing Address 510 NW 97 ST MIAMI, FL 33150 Primary Zone 1000 SGL FAMILY- 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths (Half 3 / 2 / 1 Floors 2 Living Units 1 Actual Area 2,841 Sq.Ft Living Area 2,336 Sq.Ft Adjusted Area 2,366 Sq.Ft Lot Size 10,534 Sq. Ft Year Built 1972 ti`i w ri.. • Year 2023 2022 2021 rxs� Year 2023 2022 2021 COUNTY Land Value $737,677 $558.254 $338 318: Exemption Value $50,000 $50,000 $50,000 :. Building Value $236,837 $238,658 $181,141 Taxable Value $370,564 $358,315 $346,423 Extra Feature Value $21,880 $22,086 $22,291 SCHOOLBOARD Market Value $996,394 $818.998 $541,750: Exemption Value $25,000 $25,000 $25,000 Assessed Value $420,564 $408,315 $396,423 Taxable Value $395,564 $383,315 $371,423 11 sT._.. +«„ .CITY z tf u i dr- Benefit Type 2023 2022 2021 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $370,564 $358,315 $346,423 Cap Reduction $575,830 S410,683 $145,327 REGIONAL.: Homestead Exemption $25,000 $25,000 $25,000. Exemption Value $50,000 S50,000 $50,000 Second Exemption $25,000 $25.000 $25,000 Homestead Taxable Value $370,564 $358,315 $346,423 Note: Not all benefits are applicable to all Taxable Values (i.e. County School Board, City, Regional). '' ' " - "" Previous OR _ __ Price Book- Qualification Description _-_ _ .. _ _.H._ _ .�.,. Sale MIAMI SHORES SEC 3 PB 10-37 : Page LOT 28 & S11.51 FT & N15FT OF 04/19/2023 $820,000 33679- Forced sale; under duress; 4078 foreclosure prevention S26.51 FT OF W20FT OF LOT 3 BILK 1 24028- Sales which are disqualified as a PB 96-23 11 /01/2005 $0 1738 result of examination of the deed LOT SIZE IRREGULAR 22287_ 04/01/2004 $535,000 3791 Sales which are qualified 04/01/2002 $420,000 20351- Sales which are qualified 0591 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.miamidad e.gov/info/disclaimer.asp JUAN J. SANTANDREU P.E P.E.. # 67241 7135 SW 44 Street Miami, Florida 33155 Tuesday, October 03, 2023 CONTRACTOR: ALL FLORIDA CONSTRUCTION & ROOFING JOB ADDRESS: 797 NE 94 ST, MIAMI SHORES, FLORIDA Description 1 T 9 T 0 T M OCT 0 4 2023 LOW PITCH ROOFS FASTENERS CALCULATIONS Flat Roof Roof Mean Heght 10.0 ft NOA No: 18-0919.12 Roof System Manufacturer: GAF Deck Type: Wood No Insulated BaseSheet & Fastener Type: 1 Ply #75 Base Sheet fastened with 1-1 /4 RSN and Tin Cap System Type: E(I) /51 Maximum Design Preassure from the specific NOA: -52.50 psf Scope of Activity & Findings: Minimum Design Wind Uplift Preassure from (RAS 128) Exposure "C" Zone P= -37.0 psf @ 9 in o/c on laps and 2 equal rows 9 in Zone I = -64.0 psf @ 7 in o/c on laps and 2 equal rows 7 in Zone 2 = -84.0 psf @ 5 in o/c on laps and 2 equal rows 5 in Zone 3 = -115.0 psf @ 4 in o/c on laps and 2 equal rows 4 in tap: 4 in Net width(ft)= Nw = 2.95 in Net length (ft) Nl = (100) Nw Rs = 11.79 in Number of fastener per square Side laps row = tl: = 45 fasteners/sq Center row = fc: = 90 fasteners/sq Total 136 fastenersisq Ft 12 x per fasteners FT:= 100 Total Fy= 52.5 * FT Ln= 33.93 in (to make one square) FT= 0.74 Fy = 38.69 Ibf JUAN J. SANTANDREU P.E P.E.. # 67241 7135 SW 44 Street Miami, Florida 33155 Ph. 305-412-7361 General Equation: FS=Fy x 144/P x Rs Results: Zone 1'= fa Fy * 144 fa= 13 in (Field * Rs) Zone 1= fa= Fy * 144 fa= 7 in (Perimeter * Rsfl Zone 2 fa= Fy * 144 fa= 5 in (Corner * Rsp) Zone 3 fa= Fy * 144 fa= 4 in (Comer * Rsc) ZONE DIMENSIONS: Perimeter zone (P2) Width: 6.00 ft Comer zone (P3) Length: 6.00 ft (P3) Width : 2.00 ft �0%I 111/////�i �JOSE SANTq i��i '!off i rF No. 7p G r Sc [u[3 Miami Shores Village - BUILDING DEPTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: MIRLANDE AMEDA Property Address: 797 NE 94 ST Roofing Permit Number: Dear Building Official: I MIRLANDE ADEMA Date: 09/13/2023 certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. A 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) Signature State of Florida, Miami Dade County OMIRLANDE ADEMA Print Name 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 13 day of SEPTEMBER 2023 _ _ Notary Public, State of Florida at Large Notary Public State of Florida Antony Joanem I My Commission HH 371388 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bidg.miamishoresvillage.com/W ebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 i 42021 Owner affidavit of exemption Page 1 of 1 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Master Permit Number: Contractor's Name: Job Address: Low Slope ❑ Asphaltic Shingles ❑ New Roof Section A (General Information ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/ Shingles ROOF TYPE ❑ Repair ❑ Maintenance Process Nu ❑ Mortar / Adhes' e El Wood ShinglesFkO.P� ROOF SYSTEM INFORMATION [Reroofing ❑ Recovering Low Slope Roof qr� (, b S f Steep Sloper� Rp�of Area (ftZ) I go Z) 5 F I_/(J ��J/ VkU� Are there gas vents on the roof? O Yes *0 If Yes what type? O Natural 0 LPX Is there an existing roof top Solar System? 0 Yes 0 No If yes will it be reinstalled? O Yes qNo 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. Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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. 1. 1�_Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance 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 code, should be addressed as part of the agreement between the owner and the contractor. 2. M(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). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. _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. 5. NJ 1�Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. RevOI 142021 Owners roofing consideration Page 1 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.qov 6. Y Overflow 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 scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. n�Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 5[23 Owner/Agent's Signature Date Contractor Signa i ate For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia mi5horesVillage RevOI 142021 Owners roofing consideration Page 2 of 2 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GP}F MC� Product Approval # Design Wind Pressures, from RAS 128 or Calculations: Zone 1'-3—T—Zone 17 �o * Zone 2:7 � Zone 3: Max. Design Pressure, from the specific product approval system: — SaZ rJ �S F Deck Type: Gauge /Thickness: 5/ " AA14 Slope Anchor/ Base Sheet & No. of Ply(s): Bonding Material: p` Base Layer: Top Ply Fastener/ Bonding Mat Surfacing: A d�JZ Fastener Spacing for Anchor/Base Sheet Attachment: Zone V cc @ Laps, # Rows Z- @ AL cc Zone 1 " cc @ Laps, # Rows Z @ / " oc Zone 2 " oc @ Laps # Rows @ " cc Zone 3 ' oc @ Laps, # Rows & @ " cc Number of Fasteners Per Insulation Board Zones I': _ Zonel: _ Zoone 2: Zone 3: �lIIus4ratek; nen s Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height Base Flashing, Base InSulat�Faer/ SizehlCknesS: Component Material, Material Thickness, Fastener Type, Fastener Base InsulatiBonding Mate ria ' Spacing or Submit Manufactures Details that Comply with RAS ill and Chapter 16. Top Insulation Layer: Top Insulation Size and Thick% ss: Top Insulation Fastener/Bgrfding Material: �� v»a a Parapt Base Sheet(s) & No. of Ply(s): ? SP P Height Base Sheet Fastener/ Bonding Materi I: soa5r­ c5,�_,+ — 1y4 ft RS IJC41 Tinf Con ( tl } FT_- _ -� -it G� Sheet(s) No. Ply(s): � �� Mean Ply and of _ ----- - __ -- Roof Ply Sheet Fastener/ Bondir ding Material: Height h�P o �- Top Ply: EIl Lcz ti D M tnp Ff,CTiG'nU�� CDUNP' DEPARTMENT OF REGULATORY A.ND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION Parsippany, NJ 07054 M140i1-DARE COUNTY PRODUCT CONTROL SECTION 11905 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-25" SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 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 Hi locity Hurricane Zone of the Florida Building Code. GAF Ruberoid= Modified Bitumen Roof System for Wood 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. RENEW.AL 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 afar the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L Acebo. NOA No.: 184919.12 Expiration Date: 11106M Approval Date. 11/01/18 Page 1 of 67 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Categorv: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Desizn Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED LABELED OR BY APPLICANT: TABLE 1 Product Dimensions Test Snecificatioa Product Description GAFGLASa Ply 4 39 37' ASTM D2178 Smooth surfaced asphaltic ply sheet Trl-Phi' Ply 4 Ply Sheet (I meter) Wide 39.3 T' ASTM D2178 reinforced with fiberglass mat. Smooth surfaced asphaltic ply sheet GAFGLASe (I meter) Wide reinforced with fiberglass mat. F1exPiy'" 6 39.37" ASTM D2178 Smooth surfaced asphaltic ply sheet (I meter) Wide reinforced with fiberglass mat. GAFGLASs r75 Base Shce; 39.37" ASTM D4601 Smooth asphaltic base or baseiply sheet T -Plys' #75 Base Sheet (I meter) Wide 39.37" reinforced with fibergiass mat. AST:vf D4601 Smooth asphaltic base or base/ply sheet GAFGLASs #80 Ultima'" Base G meter) Wide 39.37 ASTM D4601 reinforced with fiberglass that. Smooth asphaltic base or baseiply sheet Sheet 0 meter) Wide reinforced with fiberglass mat. GAFGLAS'a Stratav=4 Perforated Venting Base Sheet 39.3T' (1 meter) Wide ASTM D1897 Smooth surfaced asphaltic perforated venting base sheet reinforced with GAFGLAS'' Strataventy 39.37" ASTM D4897 fiberglass that Smooth surfaced asphaltic nailable venring Naitable Venting Base Sheet (I meter) Wide base sheet reinforced with fiberglass that. Ru'tteroid" HW 25 Smooth 39.37" ASTM D6163 Bottom side surfaced with granules. Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass Ruberoidr'HW Smooth 39.37" ASTM D6164 mat. Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester Ruberoid' HW Granule 39.37" ASTM D6164 mat. Granule surfaced torch applied SBS cap Ruberoid= HW Granule FR (I meter) Wide sheet reinforced with a polyester that. 39.37 ASTM D6164 Fire retardant granule surfaced hear - (I meter) Wide welded SBS cap sheet reinforced with a Ruberoid' HW Plus Granule 39.37" ASTM D6164 polyester mat. Granule surfaced torch applied SBS cap Ruberoi& HW Plus Granule (1 meter) Wide 39.37" ASTM D6164 sheet reinforced with a polyester mat. Fire retardant granule surfaced torch FR (l meter) Wide applied SBS cap sheet reinforced with a polyester mat. NOA No.:18-0919.12 E.cpintion Date: 11106M Approval Date: 11/01 /18 Page 2 of 67 Test Product Product Dimensions Specification Description Ruberoid' EnergyCap"' HW 1 meter ASTM D6164 Fire retardant ganule surfaced hear - Plus Granule FR (39.37'1 Wide welded SBS rap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT''EnergyCote"' Elastomeric Coating. Ruberoid* Torch Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP base (1 meter) Wide or ply sheet reinforced with a polyester that. Tri-Ply' APP Smooth 39.37" ASTM D6177 Smooth surfaced torch applied APP cap, Membrane (1 meter) Wide base or ply sheet reinforced with a polyester that. Ruberoid* Torch Granule 39.37" ASTM D6222 Granule surfaced torch applied APP cap (I meter) Wide sheet reinforced with a polyester mat. Tri-Pe APP Granule Cap 39.3T' ASTM D6222 Granule surfaced torch applied .APP cap Sheet (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid' Torch Plus Granule 39.37 ASTM D6222 Fire retardant granule surfaced torch FR (I meter) Wide applied APP cap sheet reinforced with a polyester mat. Ruberoid` EnergyCap"' 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Plus Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT' EnergyCote' L-lastomeric Coating. Ruberoid" EnergyCap'" 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Granule FR (I meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT' EnergyCcte"' Elasromeric Coating. Ruberoid'20 Smooth 39.37" ASTM 136163 SBS polymer -modified asphalt base or ply (I meter) Wide sheet reinforced with a fiberglass mat Ruberoid°' 30 Granule 39.37" ASTM D6163 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a fiberglass mat Ruberoid' 30 Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid' 30 Plus Granule FR 393T' ASTM D6163 Fire retardant granule surfaced mop (I meter) Wide applied SBS cap sheet reinforced with fiberglass mat Ruberoid' Mop Granule 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (t meter) Wide sheet reinforced with a polyester that. Tri-Ply' SBS Granule Cap 39.37" ASTM D6164 Granule surfaced mop applied SBS cap Sheet (1 meter) Wide sheet reinforced with a polyester mat. lntec Flex PRF 39.3T' ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (1 meter) Wide sheet reinforced with a polyester mat. NOA No.: 194919.12 Expiration Due: 11106r-3 Approval Date: 11/01118 Page 3 of 67 Product RubercidS Mop Smooth 1.5 Ruberoid* Mop Plus Smooth Ruberoid" Mop Plus Granule Ruberoid' Mop Plus Granule FR RuberoidS EncrgyCap`" Mop Plus Granule FR Ruberoid' Mop Granule FR Ruberoid* EnergyCap'" 30 Granule FR GAFGLAS'a Mineral -Surfaced Cap Sheet Tri-Ply' BUR Granule Cap Sheet GAFGLASR Energycap"' Mineral -Surfaced Cap Sheet TOPCOAT' Membrane United Coatings' Roof Mate TCM Coating TOPCOATS Surface Seal SB Test Product Dimensions specificatio Description 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (1 meter) Wide sheet reinforced with a polyester mat 39.37" ASTM D6164 Smooth surfaced mop applied SBS base or (I meter) Wide ply sheet reinforced with a polyester mat 39.3T' ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polvester mat. 39.3T' ASTM D6164 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. 39.37" ASTM D6164 Fire retardant granule surfaced mop 0 meter) Wide applied SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated With TOPCOAT° EnergyCote"' Elastomeric Coating. 39.37" ASTM D6I64 Fire retardant granule surfaced mop 0 meter) Wide applied SBS cap sheet reinforced with a polyester mat 39.37" ASTM D6163 Fire retardant granule surfaced mop 0 meter) Wide applied SES cap sheet reinforced with a fiberglass mat Cap sheet is factory coated with TOPCOATS Enere__vCore"' Elastomeric Coating. 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet (1 meter) Wide reinforced with fiberglass mat. 39 37" ASTM D3909 Granule surfaced asphaltic cap sheet 0 meter) wide reinforced with a fiberglass mat. 39 37" .ASTM D3909 Granule surfaced asphaltic cap sheet (i meter) Wide reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT0 EnergyCote' Elastomeric Coating. 1, 5 or 55 gallons ASTM D6083 Water based elastomeric coating. 1, 5 or 55 .ASTM D6083 Water -based elastomeric coating Gallons 5 or 55 gallons United Coatings' Surface Seal 5 or 55 Gallons SB Roof Coating TOPCOAT® MB Plus United Coatings' Roof Mate ME Plus Coating 5 or 55 gallons 5 or 55 Gallons ASTM D6083 Solvent based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. ASTM D6083 Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Proprietary Water based, low VOC primer used to block asphalt bleed -through. Proprietary Water based, low VOC primer designed to block asphalt bleed -through. NOA No.: 18-0929.12 Expiration Date: 11/06.123 Approval Date: 11/01118 Page 4 of 67 Product Dimensions FireOut' Fire Barrier Coating 5 or 55 gallons Flex Seal"' 1, 5 gallons or 1 qt. tube VersaShield'0 Fire -Resistant 12" x 100' rolls Roof Deck Protection VersaShield° Solo' Fire- 42" roll wide, Resistant Slip Sheet 100 ft Matrix'" 102 SBS Membrane 3, 5 or 55 gallons Adhesive APPROVED INSULATIONS: Product Name Ener¢yGuard' Polyiso insulation EnergyGuard' Tapered Polyiso Insulation EnergyGuard' R4 Polyiso Insulation EnergyGuard' RH Polyiso Insulation EnergyGuard" RH Tapered Polyiso Insulation EnergyGuard' RN Polyiso 1nsulIation EnergyGuard' Perlite Recover Board EnergyGuard'" Perlite Roof Insulation Test Product Specification Description Proprietary Low VOC, water -based fire barrier coating. TAS 139 Solvent -based elastomeric sealant. ASTM D226 Non -asphaltic fiberglass -based underlayment and /or fire barrier. ASTM D146, Non-aspbaltic, fire resistant fiberglass D828, D4869, underlayment D6757 ASTM D3019 Fiber reinforced rubberized cold -applied adhesive for modified bitumen roof systems. Table 2 Product Description Polyisocyanura` foam insulation Polyisocyanurate foam insulation Polyisocyanuratc foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite insulation board EnergyGuard"' RA Composite Polyiso Polyisocyanurate foam insulation Insulation with high density fiberboard or permahte StructodekO High Density Fiberboard Roof High density fiberboard Insulation SECUROCK° Gypsum -Fiber Roof Board Gypsum board SECUROCK' Glass -Mat Roof Board Gypsum board DensDeckO Roof Board Gypsum board DensDecice' Prime Roof Board Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF GAF GAF GAF Blue Ridge Fiberboard, Inc. United States Gypsum Corp. United States Gypsum Corp. Georgia-Pacific Georgia-Pacific NOA No.:18-0919.12 Expiration Date: 11/06l23 Approval Date 11/01/18 Page 5 of 67 APPROVED FASTENERS: TASLE3 Fastener Product Product Manufacturer Number Name Description Dimensions (With CurrentNOA) 1_ Drill-Tcc" #12 Fastener Phillips head, modified #12 x 8" GAF buttress thread, pinch Max. L=etb point, carbon steel fastener 43 Phillips for use in steel or wood head. decks. With CR-10 coating. Available with a pinch point or drill point 2. Drill-Tec' #14 Fastener Truss head, self -drilling, #14 x 16" GAF pinch point, high thread Max. Length fastener for use in steel, #3 Phillips wood or concrete decks. head. 3. Drill -Ted" XTiD Fastener Truss head, self -drilling, #15 x 16" GAF pinch point, high thread Max. Length fastener for use in wood or e3 Phillips steel decks. Ca. bon steel head. extra heavy dury fastener used in steel decks. 4. Drill-Tec" 3" Steel Plate Round Galvalume'steel 3" Round G.A1F stress plate with reinforcing ribs and recessed for use with Drill - Tee' fasteners. :. Drill-Tec " 3" Standard GaivalunieE coated steel 3" Round GAF Steel Plate stress plate for use with approved Drill-Tec" fasteners. 6. Drill-Tec'" ASAP 3S Drili-Tec"+12 fastener #12 x 8" GAF with Drill-Tec" 3" Max. Length Standard Steel Plate. #3 Phillips head with 3" Round plate 7. Drill-Tec" AccuTtacaFlat A2-SS aluminized steel 3" scpaare; OAF Plate plate for use with Drill- .017" thick Tee' fasteners. S. Drill -Tee' AccuTrac® Galvalume4l steel plate 3" square; GAF Recessed Plate with recess for use with .017" thick. DriII-Tec" fasteners. 9. Drill-Tec' 3 in. Ribbed Round Gelvalumet plated 3" Round GAF Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-Tec"' fasteners. NOA No.: 184919.12 Expiration Date: 11/06123 Approval Date: 11/01/18 Page 6 of 67 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date FM Approvals 3001276 FMRC 4470 01/28/99 3010215 FMRC 4470 03/01/01 3029832 FMRC 4470 05/11/07 3036980 FMRC 4470 08/14/09 3034312 FMRC 4470 04/09/09 3040738 FMRC 4470 05/18/12 3042887 FMRC 4470 11/14/11 3046081 FMRC 4470 02/13/13 3043633 FMRC 4470 01/20/12 IB9A8.AM FMRC 4470 09/04/97 389Q1.AM FMRC 4470 01/08/08 3D4Q2.AM FMRC 4470 04/30/97 OD 1 A8.AM FMRC 4470 04/01/98 797.03221-267 FMRC 4470 09/24/07 797-10228-267 FMRC 4470 OV15/15 797-04694-267 FNIRC 4470 06/17/09 797-03825-267 FMRC 4470 07/14/08 RR203450 FMRC 4470 12/04/15 FM Letter F.MRC4,70 04/11/13 FM Letter FMRC 4470 09 15/15 ULLLC R1306 UL790 08,21/18 IRT-ARCON Inc- 02-005 TAS 114-1 07/19/04 02-014 TAS 114-I 04108i02 Trinity ERD C8500SC.11.07 ASTNI D6862 I160107 G30250.02.10-2 ASTM D6222 11/1 U70 G30250.02.10-3-R2 ASTM D3909 06/03!15 G31360.03.10 ASTM D6164 03/31/10 G32520.06.1 l ASTM D1876 06i28/11 G33470.01.11 ASTM D6164 01/13/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4-R2 ASTM D4601 6/412015 G34140.04.11 55-R3 ASTM D4897 6/4/2015 G36780.07.11-R1 TAS 114-1 07/18/11 G40620.07.12-2 ASTM D6222 07/17/12 G40630.01.14-1 ASTMD6163 01/06/14 G40630.01.14-2A ASTM D5147 01/07/14 G40630.01.14-2A-l-Rl ASTM D6164 04/10/14 G40630.01.14-2B-R1 ASTM D6164 01/16/15 G40630.01.14-2C ASTM D6164 01/07/14 G40630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06/14 G43190.03.14-2 ASTM D5147 03/06/14 G43190.05.14-R1 ASTM D5147 05/20/14 G43610.01.14 ASTM D5147 01/24/!4 NOA No.: 18-0919.12 Expiration Date: 11106M Approval Date: 11/01/18 Page 7 of 67 EVIDENCE SUBINMITTED: (CONTLNIM) Test Agency Test Identifier Description Date ThmtY ERD G43190.11.13-1 ASTM D6222 11/15/13 G46160.02.15 ASTM D6163 02/12/15 G46160.02.15-2D-1 ASTM D6163 02/09/16 046160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G461%09.14-3B ASTM D6164 09/09/14 G46160.09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 09/01/08 G6850.08.08-Ri ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/06i08 06850.11.08 ASTM D6222 02J17/09 SC6870.OS.14-RI ASTM D3909 09/04/14 PRI Construction Materials GAF-122-02-01 TAS 139 05,107/06 Technologies, LLC GAF-245-C2-01 ASTM D6083 06/10/10 GAF-276-02-01Re. ASTM E2178 01,04111 ASTM D6083 GAF-306-02-01 AST1vf E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 0823/11 GAF-369-02-01 ASTMC1289 1022/12 GAF-434-02-03 TAS 114-J 09/06/13 GAF-43.-02-04 TAS 114-1 09/06/13 GAF464-02-01 ASTM C1289 02/06/14 GAP-498-02-01 ASTM D6083 091161]6 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03!12/l4 GAF-559-02-01 TAS 117(B) 09/30/14 GAF-559-02-04 ASTM D 18 76 10/01/14 GAF-559-02-05 ASTMD1876 10/1S/14 GAF-559-02-06 TAS 114(H) 10/02/14 G.4F-559-02-07 ASTM D903 10/02/14 G.SF-559-02-08 ASTM D903 10/02/14 GAF-559-02-09 ASTM D903 10/02/14 GAF-559-02-11 TAS 114-J 10,114114 GAF-559-02-12 TAS 114-J 10/14/14 GAF-559-02-13 TAS 114-J 10/15/14 GAF-559-02-14 TAS 114-1 10/15114 GAF-559-02-15 TAS 114-J 10/15/14 GAF-559-02-16 TAS 114-J 10/15!14 GAF-559-02-18 TAS 114-1 10/15/14 GAF-559-02-19 TAS 114-J 04116/I5 Dynatech Engineering Corporation #14492,02.95-1 TAS 114-C 09/01/95 �! e -0929.12 Expiration n Date:1 /06/23 Approval Date: 11/01/18 Page 8 of 67 Fastening GAFGLAS* 475 Base Sheet, Tri-Plyt #75 Base Sheet or any of above base sheets Option #6: attached to deck with Drill-Tec" #12 Fastener or Drill-Tec" #14 Fastener and Drili- Tec"' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill -Tee' AccuTract Recessed Plate installed 8" ox. 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. Waadmum Design Pressure-7Spsf. See General Limitation #7) Ply Sheet (Optional or more plies G.AFGLASe Plv 4 Tri-Ply= Ply 4 PIy Shut GAFGLAS le AFGLAS° 00 Uluma Base Sheet, Ruberoid" Mop Smooth, Ruberoid* Mop Smooth 1.5, Ruberoids Mop Plus Smooth or Ruberoid* 20 Smooth sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membr One or more plies of Ruberoid' Mop Smooth, Ruberoid° Mop Smooth 1.5, Ruberoids Mop Plus Smooth, Ruberoid6 Mop Granule FR, Ruberoid* Mop Granule, Tri-Plyl SBS Granule Cap Shut, Intec Flex PRF, , Ruberoid* Mop Plus Granule, Ruberoid* 20 Smooth, Ruberoids 30 Granule, Ruberoid* EnergyCap'" 30 Granule FR, Ruberoid* 30 Granule FR, Ruberoid' 30 Plus Granule FR, or Ruberoid' Mop Plus Granule FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Or One or more plies of Ruberoid° Mop Smooth, Ruberoids Mop Smooth 1.5. Ruberoids Mop Plus Smigodl Ruberoidt Mop Granule, Tri-Ply* SBS Granule Cap Sheet, Intec Flex PRF, Rubcrot o u e uberoid''r Mop Plus Granule, Ruberoid' 20 Smooch Ruberoid' 30 Gran e, Ruberoids Ener_eyCap" 30 Granule FR, Ruberoid" 30 Granule FR, Ruberoids 30 Plus Granule FR, or Ruberoids Mop Plus Granule PR adhered in MauixT°' 102 SBS Membrane Adhesive at an application rate of 1 2 gal.,sq. 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.isq. and 300 ibs.isq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2 GAFGLASt Mineral -Surfaced Cap Sheet, Tri-Ply" BUR Granule Cap Sheet or GAFGLAS't EnergyCap" Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TOPCOATS Surface Seal SB or United Coatings' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 galJsq. per coat OR TOPCOAT MB Plus or United Coatings" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal.Jsq.(to be used as a primer) followed by TOPCO AI* Membrane or United Coatings' Roof Mate TQ'v1 Coating applied in one or more coats at a minimum rate of 1.0 galdsq, per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 184919.12 Explradon Date: 11/06/23 Approval Date: t 1/01118 Page 52 of 67 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: Min. 19132" 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, VersaShdeld* Fire -Resistant Roof Deck Protection, (optional) VetsaShield° Solo' Fire -Resistant Slip Sheet, DeasDeck°Roof Board, SECUROCK* Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board. Base sheet: GAFGLAS*#80 Ultima" Base Sheet, GAFGLASa Suatavent*Nailable Venting Base Sheet, Ruberoid, 20 Smooth, Ruberoid® HV,' Smooth or Ruberoid4 HW 25 Smooth base sheet mechanically fastened to deck as described below: Fastening GAFGLASs Ply 4, Tri-Plym Ply 4 Ply Sheet, G.AFGLAS* F1exPly" 6, GAFGLASe Option #1: #75 Base Sheet, Tri-Plya #75 Base Sheet or 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 lap staggered and in two rows 18" o.c. in the field. Not foruse with DensDeck or ECURO x FirgBarrier (Maximum Design Pressure -45 psf. See General Limitation 49) Fastening G.AFGLaS; Ply 4, Tri-Plyx Ply 4 PIy Sheet, G.4FGLs,St' F1exPly' 6, GAFGLAS* Option #2: #75 Base Sheet, Tri-Ply* #75 Base Sheet or any of above base sheets attached :o deck with Drill-Tec' #12 Fastener or Drill-Tec" #14 Fastener and Drill-Tec' 3" Steel Plate, Drill -Ted` AccuTrace Flat Plate or Drill-Tec` AccuTrac* Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows arc equally spaced approximately 12" o.c. in the field of the sheet (Maximum Design Pressure -45 psf. See General Li itatw #99 Fastening * FlexPly"' 6; GAFGLAS* 9 Base Shee Tri-PIyL #75 Base Sheet or Option #3: 1e base sheets attac ed to deck wit apFoced annular ring shank nails at a fastener spacing of 9'• o.c. at the 4" lap in staggered and two rows 7—(V4Edmwn e field. with D=Qa ck or SECUROCK Fire Barrier Design Pressure -5Z.5 psf. See General Limitation #7) Fastening GAF GLASa #75 Base Sheet, Trily* -P#75 Base Sheet or —any above base sheets Option #4: attached to deck with Drill-Tec' #12 Fastener or Drill-Tec' 414 Fastener and Drill- Tec" 3" Steed Plate, Drill -Tee"' AccuTracl Flat Plate or Drill-Tec' AccuTrac'a 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 -4S psf. See General Limitation #9) Fastening GAFGLAS' #80 Lltima'" Base Sheet, Ruberoid* 20 Smooth, Ruberoid* Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field Not for use with Deu Deck or SECUROCK Fire Barrier (Maximum Design Pressure -60 psf. See General Limitation #7) NOA No..18-0919.12 Expiration Date: 11/06723 Approval Date: 11/01/18 Page 51 of 67 WOOD BECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASI Ply 4 and GAFGLASa FlexPiy' 6 when used -as a - mechanically fastened base or anchor sheet. 2. Minimum'/< DensDeckm Roof Board or %," Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LmTAnONS: I. Fire classification is not pan 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 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 shall 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 12lbs./sq. Note: Spot attached systems shall 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 275 Ibf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf 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 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 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 n9 win not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 11 I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to Al 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 comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 wfll 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 l9AP"CADE COVKTY ...., , Expiration Date: I1/06/23 Approval Date: 11/01/18 Page 67 of 67 'TGPV R1306 - Roofing Systems Page 1 of 1 Il. oetk: C-15/32 Ind:ne: 1/2 earrfar gd`o�uyG^ine$�, a� e�enmore �aYers minimum L'4-in. thick Georgia-Padflc Gypsum LLC °DensDeckp Roo(board' or "SENROCK� Rao( 9oaN' speck® DuraGuard' Rtofboard' or minfnwtn 1/4-in- thltk O^I[ed SmtGs GYpsum co. Insulaton (ODtionaf): - hAl� p�f Ope)r glass r pp«® Glass-Mti RoW BparA• (7'Ypt SGMR%)- a mlNmum W F7r1. from plywood oerk jolnt5. iYlsocyanura:e w urethane w peAiWpoiyisoganu2ce compos)te, butt joints offset Base 3haat - ,7neF� rwro® D 7 ,2G® A75 Btst 5nce:' or'Tfl-Dlyp t75 Bast Sheet cr •Gq�yt�® ABO Vltnm- Bast SheeC w'GA [® NaUabie tent TYDe G3 •GRFi'tA5® M1re21 Surface0 CyD Shed" Or Base sneer or'GAs�,-tA5® $trapveni® Drxcratly Venttno Base Sheer or rool4ng asphalt DiYO BUR Granule Cap Shed`, meChankally fasterhed w Nlly adhered with hot Dty BMe[ (Optlonai): - One w more piles TYFe G7 "GAFGULSp PIY a' a Tn•Plyp ply q or Flexible fly 6' (idly adhered wfth Aoi rooMq asphalC 'GAFGLAS® Flex Mnnbrane: - One ply 'R I ' OI "R Torah 5 op 6" w Ir"ye Ulta- Hambranw k R Smooch 1.5' or 'RUBFROi rloMop �fri- -t ADD Smooth', yrth aDP= g asphalt MO Xam l ana„�R� hot r asyhaft ERO� wr Dlus Granule FR• or •RU flSMOIDG - p sn>ooth• or M. lull ad �'"1eRY0ap' Mop Plus Granule Scanned with CamScanner Ron DeSantis, Governor Melanie S. Griffin, Secretary Florida STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION LICENSE NUMBER: CCC1327330 EXPIRATION DATE: AUGUST 31, 2024 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL -DO NOT PAY 6703996 RECEIPT NO. RENEWAL BUSINESS NAME/LOCATION 6977178 ALL FLORIDA CONSTRUCTION & ROOFING CO 801 NE 167TH ST # 314 O'' ❑O NORTH MIAMI BEACH, FL „- 33162-3729 LBT EXPIRES SEPTEMBER 30, 2024 Must be displayed at place of business Pursuant to County Code Chapter SA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED ALL FLORIDA CONSTRUCTION & 196 SPECIALTY BUILDING BY TAX COLLECTOR ROOFING CO CONTRACTOR 45.00 09/19/2023 r./n VII FR P r.HFRIgOl PRFR Worker(s) 3 CCC1327330 INT-23-461165 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holders qualifications, to do business. Holder must comply with any governmerral or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must he displayed on all commercial vehicles - Miami -Dade Code Sec Ba-275. N®� ww For more information, visit wm'am'dm1e oovkexcollector ACORN® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DO/YYYY) 10/07/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 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PRODUCER CONTACT NAME: pawl Bertell PHONE , (954) 981-4455 FAX No): Coverall Insurance Agency E-MAIL ADDRESS: deldobiz.com ADDRESS: P Gau 3190 S State Road 7, Suite 10 INSURERS AFFORDING COVERAGE NAIC tt INSURER A: Concert Specialty Insurance Company Miramar FL 33023 INSURED INSURER B igASURER C : Solutions Capital Group, Inc. dba All Florida Construction & Roofi INSURER D : 801 NE 167th Street INSURER E : INSURER F : North Miami Beach FL 33162 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MMID CY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR 3AA583434 07/12/2023 07/12/2024 EACH OCCURRENCE $ 1,000,000 GE TO PR M SES MeRENTED occurrence $ 100,000 MED EXP (Anyone person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L X AGGREGATE LIMIT APPLIES PER: POLICY JECT LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY Eaacci en SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes. describe under DESCRIPTION OF OPERATIONS below N / A PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) : Viler Cherlsol, GC - CCC11327330, CGC1509941 I;9LN_t9=1;N111111 4 Miami Shores Village BUILDING DEPARTMENT 10050 NE 2 AVE Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Ae100"INN VCK I irik*A I Itur LIA01L1 I T 1NbUKAIV�it C)R09114/2023 DATE(MMIDDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the pea* holder in lieu of such endorsement(s). FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 FAX A/C, No): INSURERS AFFORDING COVERAG1 Frank Winston Crum Insurance Company INSU ED Fran Crum L/C/F Solutions Capital Group, Inc. dba All Florida Construction & Roofing Co 100 South Missouri Avenue Clearwater, FL 33756 INSURER Q INSURER E- INSURER F: 77—A COVERAGES CERTIFICATE NUMBER: 646176 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSRO SUBR WVD POLICY NUMBER POLICY EFF (MWIDDIYYYY) POLICY EXP (MMIDDNYYY) LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE S DAMAGE TO RENTED PREMISES Ea occumance $ GENT :�FIVJM MED EXP (Any one person) S PERSONAL & ADV INJURY 5 AGGREGATE LIMIT APPLIES PER: a PROJECT a LOC GENERAL AGGREGATE S PRODUCTS-COMP/OP AGG $ S AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS SCHEDULED ONLY AUTOS HIRED AUTOS NON -OWNED ONLY AUTOS ONLY COMBINED SINGLE LIMIT S BODILY INJURY Per person) S BODILY INJURY (Per accident) S 'PKcFVEAfYbAMAGE S S UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCURRENCE S AGGREGATE 5 DED I I RETENTIONS S A FFAW 88MKXiTION AND YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? 0 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A WC202300000 01/01/2023 01/01/2024 X( PER STATUTE OTH- ER E.L. EACH ACCIDENT E.L. DISEASE -EA EMPLOYEE $1.000.000 E.L. DISEASE -POLICY LIMIT $1 000.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Effective 12/11/2017, coverage is for 100% of the employees of FrankCrum leased to Solutions Capital Group, Inc. dba All Florida Construction & Roofing Co (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village AUTHORIZED REPRESENTATIVE 10050 NE 2 AVE Miami Shores, FL 33138 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD