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PERMIT DOCUMENTS
ACB2 ENGINEERING INC Testing and Engineering Services Certificate of Authorization -C.A.#8131 16821 SW 1 Street, Pembroke Pines, FL 33027 Antonio Acevedo, P.E/954-245-8976 Engineering Calculations FLORIDA BUILDING CODE 2020 CALCULATIONS FOR ANCHOR OR BASE SHEET ATTACHMENT BASED ON ROOFING APPLICATION STANDARD (RAS) No. 117 (New Construction/Reroof Applications) PROJECT NAME: Dakoma Roofing This calculations is for a Flat Section of a property located at: 3214 Ocean Parkway, Boynton Beach, Florida Given by : Dakoma Roofing Flat Roof Section Area is : 2,35 sq ft Building with a roof mean height less than 22 feet Base Sheet Lap 4 Inches SLOPE ( Equal or Lower) Wind Uplift Pressures from Permit Application: 1/2" in 12" Field Area 52.5 psf Perimeter Area 52.5 psf Corner Area 52.5 psf Wind Uplift Pressures from RAS No. 128 (See FBC) EXPOSURE D: Field Zone 1 -85 psf ,Wind Speed 170 mph Perimeter Zone 2 -112 psf Corner Zone 3 -152 psf Zone 1' -49 psf FASTENERS BY NOA - NOA# 17-1003.04 Page 23 Fasteners as per NOA spacing of 8"o.c. at the 4" lap staggered and 8"o.c. in 3 rows in the center of sheet(field). Maximum Design Pressure by NOA: 52.5 psf Antonio Acevedo P.E. Fla. Reg. No:36466 Nage 1 of 4 ```,tIIIii 410 �® N0 38488 C • r 2,11Br2T22021 ••.r7 •P '•. OHION..... _, S/o,!At.. L f ` ACB2 ENGINEERING INC. Testing and Engineering Services CALCULATIONS FOR BASE SHEET Given: Width of Sheet is: 36 inches (Information by Roofer) Side Lap Width is: 4 Inches (Information by Roofer) A. CALCULATE WIDTH OF SHEET FOR ONE NET SQUARE (100 ft2) 1. Net Width of Sheet(ft): Net Width(ft)=(Sheet Width)-(Side Lap Width)/12 Net Width(ft)= 2.66667 ft OR 32 inches 2. Net Length to Make One Square(100 Square Feet) Net Length=(100 ft2)/Net Width Net Length = 37.5 feet B. DETERMINE THE NUMBER OF FASTENERS PER SQUARE General Equation (1 Fastener/A)x(12 in./ft)x((B/row)x(C/square)= D Where A=Specified Fastener spacing LAP 8 Inches A2=Specified Fastener spacing(FIELD/ROW) 8 Inches B=Net Length (in feet)to make one square 37.5 feet C=number of rows having spacing A(LAP) 1 Rows C2=number of rows having spacing A2(FIELD/ROW) 3 Rows D=number of fasteners per square SIDE LAP ROW: 56.25 "=D" Fasteners/Square CENTER ROW: 168.75 "=D" Fasteners/Square Total Number of Fasteners per Square (every 10C 225 TOTAL SQUARE FEET PER FASTENER 0.44444 Square Feet per Fastener Page 2 of 4 ACB2 ENGINEERING INC Testing and Engineering Services DETERMINE THE FASTENER VALUE Given: Calculated Square Feet per Fastener= 0.44444 ft2/Fastener Maximum Design Pressure From NOA 52.5 psf GENERAL EQUATION Fy= Fastener Value Fy=(max design pressure)x(square feet per fasteners) Fy= 23.3331 lbf DETERMINE ANCHOR/BASE SHEET SPACING TO MEET PRESSURE GENERAL EQUATION F5=(Fy x 144)/(P x RS) FS= fastener spacing(inches) Fy= fastener value(lbf) P= max design pressure(psf) RS= row spacing(inches) Note: Row spacing (RS) is the Net Width of Sheet divided by number of rows The Net Wdth is the width of base sheet less the side lap distance Total Number of rows from NOA= 4 Fastener Rows From Previous Calculations: The net width is 36 inches Therefore Row Spacing= 8 inches Wind Uplift Pressures from RAS 128: Exposure D Field (ZONE 1) 85 psf Wind Speed 170 mph Perimeter(ZONE 2) 112 psf Corner(ZONE 3) 152 psf Zone 1' 49 psf CONCLUSIONS/RECOMMENDATIONS A. FASTENER SPACING FOR PERIMETER AREA(ZONE 2) FS= 3.749963 inches USE MAXIMUM 4 INCHES SPACING (Fractions are rounded down per 2020 FBC) Minimum 4 Feet Wide Perimeter- Use 4"o.c. with 4 rows in Center of Sheet and 1 row in Lap Page 3 of 4 , . f B. FASTENER SPACING FOR CORNER AREA(ZONE 3) FS= 2.76313 inches USE MAXIMUM 4 INCHES SPACING (Min.of 4" Based on 8.1 of RAS 117 of 2020 FBC) Minimum 4' by 4' for Corner- Use 4"o.c. with 4 rows in Center of Sheet and 1 row in Lap C. FASTENER SPACING FOR FIELD AREA(ZONE 1) FS= 4.941127 USE MAXIMUM 4"LAP AND 4"FIELD SPACING Use 4" o.c. with 3 rows in center of sheet and 1 row Side Lap D. FASTENER SPACING FOR ZONE 1' FS= 8.57134 USE MAXIMUM 8"LAP AND 8"FIELD SPACING (Product Approval/Recommended) Use 8" o.c. with 3 rows in center of sheet and 1 row Side Lap NOTE: The minimum width of the perimeter area is 4 feet.The minimum width and length of the corner areas are 4 feet and since the fastener spacing is the same for Zone 1 and zone 1' , There are not minimum width dimensions for the Zone 1 and Zone 1' The entire remaining Field Area which is equal to total roof area less perimeter areas and less corner areas requires the same fastener spacing based on provided calculations and recommendations. Page 4 of 4 IW9%]63 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH-VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLICATION Florida Building Code 7th Edition(2020) High-Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE—BUILDING,7th EDITION(2020) 473 5 �PMrble 2OWII A11 Nc1115 RESERVED AumNgM:go,�NuonlmvenahzA4fl.IIwm1.IGrvd11.Wu4k&,cA)Ot Nuok,.,mit 3$2o R.z,.zomm.0 AMlnTl vu,a,nblJ®s INTERNATIONAL CODE COUNCIL PTPROM OND1,htIIIONISAM1��,� ACT AND IIELICE EAGREEMENT.ANIVILAN,D AN� NA�Io D RDRODUCI1ON DR D!UIDRU11ON IS A VIOLATION OFTIIE FEOFMLCOPYPIGIIT ANDTIIEIICENSE AGREEMENT.AND SUPIF[T TO CML AND CRIMINAL PENALTIESTIIEREVNOFA orn "X ® - : 0 HI & 0 E T. E Cr 0 ` 0 / /� E ( 2 a - K CD RE _ - § 2 § § - --- -Cl a 13 o � 0 < m # k Z / ..9.Z1 "® - : 0 0 = ° 0 [ I 0 s f: ƒ0 co t 2 _ 11) = kSP.\f / 0 0 z Fl to in, ( i }� m ❑ ❑ o / } J g co � ` La.g° ? KM » ® Cg )([ n 7 e D 9. [ cn % i zw as ° ate £ % - ( 3E \ - m § ( § 0 \ \ % CO > § $ \}} ( \ ; § � m ƒ � 2 % $ �% !!! ; , E , e! ? CD -I ƒ - \ , ! o - ow /f , {/ m w, 5Ii; ; (}{ § .1I , . / 2 CO/ B. ƒa. /) k C-0 El m f E /{ m L . _ ;- i i ti) . ! 2i a.01 . , _ _ ° ° .13 co � ƒ )({ § . - 1:1) - !( ; - ! - § ! � /\ \ _ - ; 9F = « « •° '® CO ■ §! I § - \( u -6. 0 _ o03 CD ){! § - o CD /( $ & «t . 2 coa0_ k-n _ §[! c 1 -- 1 _ ;;; f 2 ;>; § } 2J.2 cco )5} 1 ( 1 1009963112 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition(2020) High-Velocity Hurricane Zone Uniform Permit Application Form Section C(Low Slope Application) Surfacing: GRANULATED Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer (If a component is not used,identify as"NA") Zone 1': �1"oc @Lap,#Rows @� oc System Manufacturer:CERTAINTEED Zone 1: t1 "oc @ Lap,#Rows IA @Y "oc 17-1003.04 Zone 2:vl ` "oc @ Lap,#Rows J @-1 "oc Product Approval No.: Zone 3: c‘ "oc @ Lap,#Rows 'b cc Design Wind Pressures, From RAS 128 or Calculations: Number of Fasteners Per Insulation Board: � Zone 1' S Zone 1'�"1 Zone 2:" iSri Zone 3:441 Zone 1': N/A Zone 1:N/A Zone 2: N/A Zone 3:N/A Max. Design Pressure,from the specific product _52.5 approval system: Illustrate Components Noted and Details as Applicable: Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, PLYWOOD Continuous Cleat, Cant Strip,Base Flashing,Counterfashing, Type: Coping, Etc. 5/8" Indicate: Mean Roof Height, Parapet Height, Height of Base Gauge/Thickness: Flashing, Component Material, Material Thickness, Fastener 1/8" IN 12" Type, Fastener Spacing or Submit Manufacturers Details that Slope: Comply with RAS 111 and Chapter 16. Anchor/Base Sheet 8 No.of Ply(s): #75LB (2) Anchor/Base Sheet Fastener/Bonding Material: 1 1/4" R.S 12"O.0 MODIFIED Insulation Base Layer: N/A GTA-FR Base Insulation Size and Thickness: N/A #75LB(2) FT. 0 Base Insulation Fastener/Bonding Material: 9"STRIP Parapet N/A Height Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A FT. 12' Top Insulation Fastener/Bonding Material: N/A WOOD Mean Roof Base Sheet(s)8 No.of Ply(s): N/A T Height Base Sheet Fastener/Bonding Material: N/A 1 DRIP Ply Sheet(s)8 No.of Ply(s): N/A EDGE Ply Sheet Fastener/Bonding Material: N/A Top Ply: MODIFIED FLINTASIC GTA-FR Top Ply Fastener/Bonding Material: TORCH FLORIDA BUILDING CODE—BUILDING,7th EDITION(2020) 475 INTERNATIONAL CODE COUNCIL' Copy„gbI©10101C_AamGIFISRFSERVEDArwSby cut,"nuu.Inmuven2.7,,ti t7,: JNtu—sno)ONnNumberr.,: ¢'s-A oy:uAM(PST)Ponu.,i firxe AERODUCTI ICC No futonrepmdISJAV naf"Mn repFW"niwe byany MN Pony,e,ACTT D IPLIzed Singleuvrosy,repHDSUd nehorkloI CIVIL ANYONAITINORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF TIIEFFDERAL COPYNGIRaCT AND TIP LICENSE AGREEMENT.M'D EUDIECI TO C VIL AND CRIMIN.V.PENAISIFSTIIEREVNDFA 100996382 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition(2020) High-Velocity Hurricane Zone Uniform Permit Application Form Section D(Steep Sloped Roof System) Roof System Manufacturer: OWEN'S CORNING Notice of Acceptance Number: 18-0215.01 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): ( Zone 1: Zone 2e: Zone 2n: Zone 2r:_Zone 3e: Zone 3r: Deck Type: WOOD Type Underlayment: r30LB FELT Roof Slope: 4 : 12 Insulation: I N/A Fire Barrier: N/A Ridge Ventilation? Fastener Type & Spacing: 11/4R.S5"0.0 LAPS&2ROWS OF120.0 FIELD N/A Adhesive Type: N/A Type Cap Sheet: N/A Mean Roof Height: 24' Roof Covering: [ TAB SHINGLES Type&Size Drip 13X3 GALVALUME Edge: 476 FLORIDA BUILDING CODE—BUILDING,7th EDITION(2020) INTERNATIONAL CODE COUNCIL! t I N F tr '�W m"e;�;�b�.o'°�B : °`� a " a te;„ Lert:2711/1'1 E '"I,ct,l. REPRODUCTION OR DISTRIBUTION IRA VIOLATION OF THE FEDERAL COPYRIGI IT ACT AND TIE LICENSE AGREEMENT.AND SUBRCT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER MIAMFOADE COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Owens Corning Roofing and Asphalt, LLC 1 Owens Corning Parkway Toledo, OH 43659 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Supreme AR 3 Tab Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#12-1204.03 and consists of pages I through 4. The submitted documentation was reviewed by Freddy Semino r NOA No.: 18-0215.01 MIAM APPROVED Expiration Date: 03/20/23 Approval Date: 03/15/18 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Asphalt Shingles Materials 3-Tab Deck Type: Wood SCOPE This approves Owens Coming Supreme AR as manufactured by Owens Coming described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Supreme AR 12" x 36" TAS 110 A heavy weight, fiberglass reinforced asphalt shingle. MANUFACTURING LOCATION I. Atlanta, GA. 2. Irving, TX. 3. Medina,OH. EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R2453 Reference 07/07/15 ASTM D 3462 PRI Asphalt Technologies, Inc. OCF-415-02-01 TAS 100 01/18/18 OCF-417-02-01 01/18/18 OC F-419-02-01 01/24/18 OCF-415-02-02 TAS 107/ASTM D3161 01/18/18 OCF-417-02-02 01/18/18 OCF-419-02-02 01/24/18 NOA No.: 18-0215.01 MIAMI-RADE COUNTY APPROVED Expiration Date: 03/20/23 Approval Date: 03/15/18 Page 2 of 4 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. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail 'A', attached. 5. Nailing shall be in compliance with Detail 'B', attached. LABELING 1. Shingles shall be labeled with the Miami-Dade Seal as seen below, or the wording "Miami-Dade County Product Control Approved". MIAMI-DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS I. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 18-0215.01 MUMIFDADE COUNTY APPROVED Expiration Date: 03/20/23 Approval Date: 03/15/18 Page 3 of 4 DETAIL A PI■ • a ■ ■ HIS DETAIL B 36" 4 �3,, 5$„ NAILS ADHESIVE STRIPE 12"8 t 1,2 EXPOSURE 5" 6„ 8 5g" END OF THIS ACCEPTANCE NOA No.: 18-0215.01 MIAMFOgDE COUNTY APPROVED Expiration Date: 03/20/23 Approval Date: 03/15/18 Page 4 of 4 UL PRODUCT CATEGORY Prepared Roof-covering Materials See General Information for Prepared Roof-covering Materials OWENS CORNING R2453 6 1 OWENS CORNING PKWY TOLEDO, OH 43659-1000 USA s Asphalt glass fiber mat sheet roofing designated "Mineral Surfaced Roll Roofing", for installation as Class C prepared roof coverings. These rolls may also bear the statement, "Also Classified in accordance with ASTM 03909". Asphalt glass fiber mat and shingles designated Berkshire, Classic Supreme,�Oakridge (Oakridge i Pro 30), Oakridge Pro 40, Oakridge Pro 50, Woodcrest, Woodmoor, eatherGuard HP, Duration, Duration Premium, "TruDefinition® Duration®", "TruDefinition® Duration® Storm (IR)", "Duration MAX", Skyview, "Devonshire", Starter Strip Plus and Starter Strip, for installation as Class A prepared roof coverings. Suitable for installation on minimum 3/8 in. thick plywood decks with underlayment such as asphalt saturated felt or shingle underlayment classified by UL as a prepared roofing accessory (underlayment not required for hip and ridge shingles) and on minimum 15/32 in. thick plywood decks without underlayment. Asphalt glass fiber mat shingles, for installation as Class C prepared roof coverings on minimum 3/8 in. thick plywood decks without underlayment. Asphalt glass fiber mat and hip and ridge shingles for installation as wind resistant roof coverings. These shingles may also bear the statement "Also Classified in accordance with ASTM D3161, Class F", "Also Classified in accordance with ASTM D3462", "Also Classified in accordance with CSA-A 123.5" and "Also Classified in accordance with ICC ES AC438". These roofing systems may incorporate starter shingles designated "Strip Shingle" or "TRI-BUILT Shingle Starter". Hip and ridge shingles designated "High Ridge", "WeatherGuard HP Hip & Ridge Shingles (IR)", "Berkshire", "Hip & Ridge shingles with sealant", "DuraRidge" Hip & Ridge shingles with sealant, "LongRidgeTM Hip & Ridge with sealant" for installation as Class A prepared roof coverings. These shingles may also bear the statements, "Also Classified in accordance with ASTM D3161, Class F", "Also Classified in accordance with ASTM D3462" and "Also Classified in accordance with ICC ES AC438", the Hip & Ridge with sealant shingle may bear the statement "Also Classified in accordance with CSA-A 123.5". Cookies on UL We use cookies to personalize content and ads. to provide social media features and to analyze our • traffic. We also share information > Settings J Accept about your use of our site with our social media advertising and analytics partners. - Learn More MIAM MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525.99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv CertainTeed Corporation 20 Moores Road Malvern, PA 19355 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #I4-0529.02 and consists of pages I through 42. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-1003.04 MANMADE COUNTY APPROVED Expiration Date: 06/19/23 Approval Date: 04/19/18 Page 1 of 42 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -127.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire Base 39 3/8" x 65'10"; ASTM D 4601,Type Asphalt coated, fiberglass reinforced Sheet Roll weight: 70 lbs. 11 base sheet. (2 squares) UL Type G2 Flexiglas Base Sheet 39 '/8" x 98'9"; Roll ASTM D 4601, Type Modified Bitumen coated fiberglass weight: 90 lbs. 11 base sheet. (3 squares) UL Type G2 Flintlastic Base 20 39 3/8" x 49' 6"; Roll ASTM D 6163, Modified Bitumen coated fiberglass weight: 90 lbs. Grade S, Type I base sheet. (1.5 squares) Flintglas Ply Sheet Type IV 39 3/s" x 164'7"; Roll ASTM D 2178, Type Fiberglass,asphalt impregnated ply sheet. weight: 38 lbs. IV (5 squares) UL Type GI Flintglas Premium Ply Sheet 39 3/8" x 164'7"; Roll ASTM D 2178, Type Fiberglass, asphalt impregnated ply Type VI weight: 40 lbs. VI sheet. (5 squares) UL Type GI Flintlastic STA 39 34" x 32' 10"; Roll ASTM D 6222, Smooth surfaced APP Modified weight: 87 lbs. Grade S, Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Flintlastic GTA 39 3/8" x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G, Type 1 Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Flintlastic GTA-FR 39 3/8" x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G, Type 1 Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Flintlastic GMS 39 3/s" x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 94 lbs. Grade G, Type 1 Bitumen membrane with non-woven (I square) polyester mat reinforcement for mop application. NOA No.: 17-1003.04 MANMADE COUNTY APPROVED Expiration Date: 06/19/23 Approval Date: 04/19/18 Page 2 of 42 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Specification Description Flintlastic FR-P 39 3/8" x 32' 10"; Roll ASTM D 6164, Fire resistant,granule surfaced SBS weight: 101 lbs. Grade G,Type I Modified Bitumen Membrane with (1 square) non-woven polyester mat reinforcement for mop application. Flintlastic Premium FR-P 39 3/8" x 32' 10"; Roll ASTM D 6164. Fire resistant, granule surfaced SBS weight: 101 lbs. Grade G, Type II Modified Bitumen Membrane with (1 square) non-woven polyester mat reinforcement for mop application. Flintlastic FR Dual Cap 39 3/8" x 32' 10"; Roll ASTM D 6162, Granule surfaced SBS modified weight: 103 lbs. Grade G, Type 1 bitumen membrane with a nonwoven (I square) polyester/fiberglass composite mat reinforcement for use in cold or mop applications. Flintlastic FR Cap 30 393/8" x 32' 10"; Roll ASTM D 6163, Fire resistant,granule surfaced SBS weight: 86 lbs. Grade G, Type I Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Flintlastic FR Cap 30 T 39-3/8" x 32' 10"; Roll ASTM D 6163, Granule surfaced SBS Modified weight: 100 lbs. Grade G, Type I Bitumen membrane with fiberglass (1 square) mat reinforcement for torch application. Flintlastic Base 20 T 39-3/8"x 33'; Roll ASTM D 6163, Modified Bitumen, coated fiberglass Weight: 81 lbs. Grade S,Type 1 base sheet for torch application. (I square) Flintlastic FR Cap 30 CoolStar 39 34" x 32' 10"; Roll ASTM D 6163. Fire resistant, granule surfaced SBS weight: 88 lbs. Grade G, Type I Modified Bitumen membrane with (I square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic FR Cap 30 T 39 3/8" x 32' 10"; Roll ASTM ID 6163, Fire resistant, granule surfaced SBS CoolStar weight: 102 lbs. Grade G. Type I Modified Bitumen membrane with (I square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic GTA CoolStar 39 3/8" x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 106 lbs. Grade G. Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. NOA No.: 17-1003.04 MIAMIDADE COUNTY APPROVED Expiration Date: 06/19/23 Approval Date: 04/19/18 Page 3 of 42 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic GTA-FR CoolStar 39 3/8" x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 106 lbs. Grade G,Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS CoolStar 39'/g" x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 97 lbs. Grade G, Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic FR-P CoolStar 39'h" x 32' 10"; Roll ASTM D 6164, Fire resistant,granule surfaced SBS weight: 103 lbs. Grade G, Type I Modified Bitumen Membrane with (1 square) non-woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic Premium FR-P 39 3/s" x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS CoolStar weight: 103 lbs. Grade G, Type II Modified Bitumen Membrane with (I square) non-woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic Ultra Poly SMS 39'/g" x 32' 10"; Roll ASTM D 6164, Smooth surfaced SBS Modified Base Sheet weight: 90 lbs. (1 Grade S,Type 1 Bitumen Membrane with non-woven squares) polyester mat reinforcement for mop applications. Glasbase Base Sheet 36" x 98' 9"; Roll ASTM D 4601, Type Asphalt coated, fiberglass base sheet. weight: 75 lbs. I I, (3 squares) UL Type G2 Flintlastic Poly SMS Base 39 x 64' 3"; Roll ASTM D 4601, Modified Bitumen coated polyester Sheet weight: 90 lbs. Grade S, Type II base sheet. (2 squares) UL Type G2 Yosemite Venting Base Sheet 39'/g" x 32'10"; Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced weight: 85 lbs. ASTM D 4897, Type buffer sheet. (1 square) II UL Type G3 Flintlastic APP Base T 39 34"x 65' 4"; Roll ASTM D 6509 Modified Bitumen coated fiberglass weight: 100 lbs. base sheet. (2 squares) NOA No.: 17-1003.04 MANMADE COUNTY APPROVED Expiration Date: 06/19/23 Approval Date: 04/19/18 Page 4 of 42 EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Factory Mutual Research Corp. FM 4470 3Y8A1.AM 03/23/96 FM 4470 0D3A3.AM 04/04/97 FM 4470 2DOAO.AM 12/23/98 FM 4470 1D7A4.AM 11/09/98 FM 4470 3039046 06/15/10 FM 4470 3048520 09/19/13 Underwriters Laboratories, Inc. UL 790 RI 1656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 Momentum Technologies, Inc. ASTM D6164 AX31G8F 06/05/09 TrinitylERD TAS 114(J) 3507.08.99-1 04/18/01 TAS 114(J) 3504.06.01-1 06/05/01 TAS 114 3521.07.04 07/29/04 TAS 114 3533.01.06 01/06/06 TAS 114 (H) Letter 04/05/06 TAS 117(B) 3503.10.06 10/10/06 TAS 117(B) 06490.04.07-RI 06/27/07 TAS 117(B)/ASTM D 6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 FM 4470,TAS 114, FM 4470, C8370.08.08-R1 10/05/09 TAS 114(J) ASTM Physical Properties C10080.09.08-R4 03/25/10 TAS 114(H),TAS 117(B), TAS C30560.06.10 6/10/10 114(J) FM 4470, TAS 114 C32830.07.10 7/20/10 ASTM D6164/D4798 C31410.01.11-2 01/10/11 TAS 117B C35500.02.I I 02/09/11 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D1876 C35460.05.I I 06/16/11 ASTM D1876, TAS 114 (H), C421 10.08.12 08/13/12 TAS 117 (B) FM 4474/TAS 114 C39670.08.12 08/20/12 ASTM D1970 C40050.09.12-2 09/28/12 ASTM D5147/D4798 C31410.10.10-R1 11/01/12 ASTM D5147/D4798 C31410.01.1I-I-RI 11/01/12 ASTM D4798 C31410.01.11-2A-R1 02/21/13 ASTM D4798 C31410.12.13 12/05/13 ASTM D6222 C40050.12.13-RI 12/31/13 TAS 117,TAS 114 C30310.I 2.09-R1 03/07/14 ASTM D1876, TAS 114 (H), C45620.03.14 03/27/14 FM 4474 ASTM D1876,TAS 114 (H), C47320.03.14-R1 04/01/15 FM 4474 MLAMFDADE CWMY NOA No.: 17-1003.04 APPROVED Expiration Date: 06/19/23 Approval Date: 04/19/18 Page 8 of 42 EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date ASTM D4601-04(2012), Type II CTR-SCI 1145.09.16- 09/19/16 3A PRI Construction Materials ASTM D6163 CTC-066-02-01 08/09/11 Technologies LLC ASTM D6222 CTC-071-02-01 08/08/11 ASTM D6222 CTC-070-02-01 08/09/11 ASTM D6164/D4798 CTC-093-02-01 08/09/11 ASTM D4601 CTC-126-02-01 03/12/12 ASTM D2178 CTC-122-02-01 03/13/12 ASTM D2178 CTC-123-02-01 03/13/12 ASTM D4601 CTC-127-02-01 03/13/12 ASTM D6163 CTC-128-02-01 06/11/12 ASTM D6163 CTC-129-02-01 06/11/12 ASTM D6164 CTC-132-02-01 06/11/12 ASTM D6164 CTC-161-02-01 05/09/13 ASTM D6 162 CTC-183-02-01 10/02/13 ASTM D6164 CTC-190-02-01 12/02/13 ASTM DI970 CTC-199-02-01 01/22/14 ASTM D6163 CTC 319-02-01 08/22/17 MUW4DADECWNTY NOA No.: 17-1003.04 APPROVED Expiration Date: 06/19/23 Approval Date: 04/19/18 Page 9 of 42 Membrane Type: APP Modified Deck Type 1: Wood,Non-Insulated Deck Description: 19/32" or greater plywood or wood plank attached with 8d ring shank nails spaced 6"o.c. at wood joists spaced maximum 24"o.c. System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet, Yosemite Venting Base Sheet, Flexiglas Base Sheet, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase Base Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with II ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: One ply of All Weather/Empire Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase (Optional) Base Sheet, Flexiglas Base Sheet, Flintlastic Base 20, Flintlastic Poly SMS Base Sheet or one or more plies of Flintglas Ply Sheet Type IV or Flintglas Premium Ply Sheet Type VI adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet or Flintlastic Ultra Glass SA self-adhered or Flintlastic STA or Flintlastic APP Base T torch adhered. Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR or Flintlastic GTA-FR CoolStar torch adhered to base/ply sheet. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design -52.5 psf. (See General Limitation #7) Pressure: NOA No.: 17-1003.04 MIAMFDADE COUNTY APPROVED Expiration Date: 06/19/23 Approval Date: 04/19/18 Page 23 of 42 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: I. 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 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 12 lbs./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 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 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 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field, perimeters,and 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 6IG20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 17-1003.04 MLAMFDADE COUNTY APPROVED Expiration Date: 06/19/23 Approval Date: 04/19/18 Page 42 of 42 0 ONLINE CERTIFICATIONS DIRECTORY UL Online Certifications Directory Home Quick Guide Contact Us UL.com TGFU.R11656 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems CERTAINTEED CORP R11656 ROOFING PRODUCTS GROUP 1400 UNION MEETING RD PO BOX 1100 BLUE BELL, PA 19422 USA "1/2-in. thick (minimum) gypsum board or I/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTm Roolboard" or I/4-in. thick (minimum) United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass-Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTm Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. I/4-in. thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECUROCK®Glass-Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene." Any UL Classified insulation may be used underneath "1/2-in. thick (minimum)gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roolboard" or "DensDeck® DuraGuardTm Roofboard" or I/4-in. thick (minimum) United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G)or "SECUROCK® Glass-Mat Roof Board" (Type SGMRX) in any existing noncombustible deck Classification. Mineral Wool Felt, is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A, B or C roof constructions indicated below. Type GI Flintglas Ply Sheet or Flintglas Premium Ply Sheet are suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex-I-Glas, Premium Flex-1-Glas or Flintlastic Base 20 Sheet is a suitable alternate for the G2 glass base and the Type 15 All-Weather/Empire base sheet. Unless otherwise indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hot mopped in place. Black Diamond base sheet is limited to noncombustible decks and combustible decks requiring insulation. Two plies Type GI may be utilized in place of one ply Type G2. Flintlastic Ultra Glass SA is a suitable alternate for Type G2 Glasbase Base Sheet. "Black Diamond Base Sheet" is a suitable alternate for Type G2 Glass Base Sheet. "Flintlastic SA NailBase" or "Flintlastic SA PlyBase" are suitable alternates for Type G2 base sheets in Roofing Systems (TGFU) that limit cover applications to self-adhering ply/base sheets or membranes. EPS insulation followed by 1/2 in. cover board may be utilized in any of the following systems. The "YOSEMITE Venting Base Sheet" may be used in any of the following noncombustible deck roof systems and, where indicated, in combustible roof deck systems. "Torch APP" may be utilized in any of the following systems that contain "Flintlastic STA". APP Base T is a suitable alternate for any Type G2 base sheet. "Flintlastic Ultra Poly SMS" may be used in lieu of"Poly SMS Base" in all application Classifications. References to Type G2 base sheets includes "Channel-Vent GB". "FlintBoard Iso", "FlintBoard Iso Cold", "FlintBoard Iso-T" or "FlintBoard Iso Plus", may be used wherever polyisocyanurate insulation is specified. Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. "FlintBoardH 1S0", "FlintBoardH ISO Cold", "FlintBoardH ISO WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" and "FlintBoardH ISO DID" may be used wherever polyisocyanurate insulation is specified. "FlintBoardH ISO T", "FlintBoardH ISO T Cold" and "FlintBoardH ISO T WF" are acceptable alternatives to "FlintBoardH ISO", "FlintBoardH ISO WF" and "FlintBoardH ISO Cold", respectively, provided they do not exceed the indicated incline or thickness of the system. Any UL Classified EPS, any thickness, may be used below "FlintBoardH ISO", "FlintBoardH ISO T", "FlintBoardH ISO Cold", "FlintBoardH ISO T Cold", "FlintBoardH ISO WF", "FlintBoardH ISO T WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" or "FlintBoardH ISO DD" insulation on non-combustible decks provided a minimum I in. thick layer of"FlintBoardH ISO", "FlintBoardH ISO T", "FlintBoardH ISO Cold", "FlintBoardH ISO T Cold", "FlintBoardH ISO WF", FlintBoardH ISO T WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" or "FlintBoardH ISO DD" polyisocyanurate insulation is used. Max incline shall be in accordance with Classification established for the insulation/membrane roofing system, but can not exceed 1:12. For Combustible Decks -Class A: I. A minimum 3 in. layer or a minimum two layers of 1.5 in. of"FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold" is placed directly over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 3 in. minimum total thickness of"FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified) may also be used below the insulation. All insulation joints must be staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly, however the incline can not exceed 1/2:12. 2. A minimum 1.9 in. layer of"FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold" is placed over a minimum I layer of Carlisle "FR Base Sheet I S" or Elk "VersaShield FB-1S" over a combustible deck. The insulation is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1.9 in. minimum total thickness of"FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified) may also be used below the insulation. All insulation joints must be staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly, however the incline can not exceed 1/2:12. 29. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — : - . : -, Base Sheet: —Two or more layers Type G2 "Glasbase", first layer mechanically fastened. Membrane: —One layer "GTA/FR", torch applied. Drawing 3214 Ocean Pkwy,Boynton Beach,FL,US 1;41-'12"v:11- p) _J J eft i,,:. 1 ;• �r(i i ' 1 •• 1. ` i G - ' S� l'h,;lV 11L,.(%. '...%4•'; r '' ti% i-R. - - •:..P.y b"'1 t 1 • ,�i '� Y .stn r Intit it • • . fit �•j' h2 - °-«—._`�.c; , .. ,-• .CIL� ,• i. art,>': �)�yn :., • YaJ� y 186:1: l �1 k 1411 r 3111 • l "T 1 1a I . ••'3 pp it iit S r W�}1 '• 261' spLc;TTTI I q '..1 r �S i ,S i .. _ , . ' �, rT1 ��• V` `lit•• j ' � y - 1, .....,..• , , � fit , , . tr' � � , • r ` ) -�► 1tL °�nuc. r 1 ^'"`'-'..t're`y -t• } I:,, ` a 11 S ` ` `�' F` J� ( t C , :A'l eearl r , 0 O. y 'Sa /f' :ta 1. rl&I; ,� .1 r ..-' • i hlf dtZ R' 1,:. • '`I=, ?% . Total area S0• Predominant pitch Number of facets 11.17 3 3 Waste Calculation Table Roof Facets 3 5% 10% 12% 15% 17% 20% Area(sq.ft) 1116.80 1172.64 1228.48 1250.82 1284.32 1306.66 1340.16 Squares 11.17 11.73 12.28 12.51 12.84 13.07 13.40 This report is for estimation purposes only.Please make sure to verify all roof details,obstacles,slopes,dimensions prior to material ordering. „ �\ roofgraf.com This report was generated by roofgraf.com �FGRAr support@roofgraf.com and subject to Sofdesk's terms of service. Copyright Sofdesk Inc. TRACT AFFIDAVIT FOR THE RE-ROOFING OF EXISTING s� CONTRACTOR O 16,11 SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES - .1„m. FORM 001 (Cannot be used by owner builder applicants) , NOTE: Comprehensive photographic evidence demonstrating code compliance shall accompany this affidavit. . Joel Bustos the Contractor/Qualifier do affirm and certify that the roofing system 3214 Boynton Beach, FL 33435 installed under permit number and located at y Boynton Beach, FL 33435 was installed under my supervision; and the roofing system is in compliance with Chapter 9 of the 10 Florida Building Code Residential, Chapter 6, Section 611 of the Florida Building Code, Existing Building, and the appropriate Product Approval under Rule 9N-3. The roofing system as installed is described in the following sections: Roof Permit Type (Check/Complete all that apply) l" Replacement Roofing ❑ Recovering 0 Repair/Maintenance Roofing_Category Scope of Roofing Work / (Check/Complete all that apply) C3 Asphalt Shingles 0 Flat Roof(membrane, built-up, etc.) ❑ Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile ❑ Metal Panels/Shingles 0 Wood Shingles/Shakes ❑ Other: 0 Other: Flat Roof Area (52"/12 "): s.f. Low Slope Roof Area (>2"to4"/12"): s.f. Steep Slope Roof Area (24"/12"): s.f. Total Roof Area Under This Permit: s.f. Roof Diaphragm Evaluation Florida Building Code Existing Building 2010, Section 606.3.2 Roof diaphragm (Roof Sheathing): Where roofing materials are removed from more than 50 percent of the roof diaphragm of a building or section of a building, roof diaphragms and connections that are part of the main wind-force resisting system shall be evaluated for the wind loads specified in the Florida Building Code, Building, including wind uplift. If the diaphragms and connections in their current condition do not comply with those wind provisions, they shall be replaced or strengthened in accordance with the loads specified in the Florida Building Code, Building. FBC,E 611.7.1-Roof decking attachment for site-built single-family residential structures. Wood structural panel sheathing shall be fastened to roof framing with 8d ring-shank nails at 6 inches on center at edges and 6 inches on center at intermediate framing. Was the roof diaphragm evaluated for insufficient or deteriorated connections? Yes Were any of the roof diaphragms in need of replacement? No Approx. square footage: N/A What type of material was used to replace the deficient roof diaphragms? N/A (CDX,FRP,OBS ETC.) Has the roof sheathing been fastened to Code? Yes Type of fastener:GaNan¢aa:Ring Shank Has the'embedment of the diaphragm fasteners been verified?Yes PPM#PB0-086-Form 001/Page 1 of 3 PBO-086-Revised PPM and Form 04/25/12 U:/Building AdministrationtbadminlTPM Revisions—Florida Building Code\PPM's Under 2010 FBC\PB9-086 • CONTRACTOR AFFIDAVIT FOR THE RE-ROOFING OF EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES - FORM 001 (Cont.) Steep Slope Roof Information (>_4" in 12") Roof Slope: inches in 12 inches Product Approval#: Manufacturer: Spec#: Deck Type: Roof Covering: Roof Covering Style: (IE;Concrete The,Mph.Shingles.etc) (IE:Flat,Spanish S,Three Tab,etc) Roof Covering Attachment Method: (Ex Foam,Nag&Clip,Fastener type and number per ale,shingle,etc(diameter and length) Indicate type of secondary water barrier method: Underlayment Type: & head lap in inches: Fastener Spacing for Base Sheet/Underlayment Attachment: Field : inches on center at laps & rows at inches on center Perimeter : inches on center at laps & rows at inches on center Corners : inches on center at laps & rows at inches on center Drip Edge (Mat'l, Size, Ga. & Fastener Type and Spacing): Valleys (Mat'l, Size, Ga. & Fastener Type and Spacing): Other Flashing (Mat'), Size, Ga. & Fastener Type and Spacing) Hip and Ridge, Support and Tile Attachments: Installed Tile Head Lap in inches: Ridge Vents ( Mail & Fastener Type and Spacing): Low Slope Roof Information (>2" to 4" in 12") Roof Slope: inches in 12 inches Product Approval#: Manufacturer: Spec#: Deck Type: Roof Covering: Roof Covering Style: (It:;Concrete Tile,Mph.Shingles,etc) (IE:Flat,Spanlsh 3,S,'NEWT-a-67nm Roof Covering Attachment Method: (Ex Foam,Nail 8 Clip,Fastener type and number per tile.shingle,etc(diameter and length) Indicate type of secondary water barrier method: Underlayment Type: & head lap in inches: Fastener Spacing for Base Sheet/Underlayment Attachment: Field : inches on center at laps & rows at inches on center Perimeter : inches on center at laps & rows at inches on center Comers : - inches on center at laps & rows at inches on center Drip Edge (Mat'l, Size, Ga. & Fastener Type and Spacing): Valleys (Mat'l, Size, Ga. & Fastener Type and Spacing): Other Flashing (Mat'l, Size, Ga. & Fastener Type and Spacing): Hip and Ridge, Support and Tile Attachments: Installed Tile Head Lap in inches: Ridge Vents ( Mail & Fastener Type and Spacing): PPM# PBO-086-Form 001/Page 2 of 3 . PBO-086-Revised PPM and Form 04/25/12 ' U:/Building Administration\badminl\PPM Revisions—Florida Building CodeWPM's Under 2010 FBC\PBO-086 CONTRACTOR AFFIDAVIT FOR THE RE-ROOFING OF EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES - FORM 001 (Cont.) Flat Roof Information (<_ 2" in 12") Roof Slope: inches in 12 inches Product Approval#: Manufacturer: Spec#: Deck Type: Indicate type of secondary water barrier method: Base Sheet& Type: Base Sheet Fasteners/Bonding Material: Ply Sheet Number and Type: Ply Sheet Fasteners/ Bonding Material: Top Ply: Top Ply Attachment/ Bonding Material: Drip Edge, Material, Size , Gauge and Fastener Type: Other Flashing, Material, Size , Gauge and Fastener Type: Fastener Spacing for Base Sheet Attachment Field : inches on center at laps & rows at inches on center Perimeter : inches on center at laps & rows at inches on center Corners : inches on center at laps & rows at inches on center By his/her signature below, the Contractor/Qualifier does affirm and certify that the previously provided applicable information for the roofing system installed under permit number 2 I -0 Lit 19 and located t 1 true and ct, and that this work was done under his/he supe isio c 4P 5y- Qualifi 's ame Please Print)) �j s,e ( Signa.ure 1 License#: We 0 SAY 67 �0 Date: 49iQ I . 2-/ STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing Instr ment was acknowledged before me this 1a/2 By it/ O8 (Date) (Name of Person Acknowledging) 16/1 is pe •nally •wn to me_or has produced �, i (Type of ID.) as I•a f o • who did/did not take an oath. _?''fof Person Ta.i • •cknowled•ement) ( a a of Offi ing Acknowledgement Typed, Printed,or Stamped) (Title or Rank) (Serial Number, if Any) PPM#PBO-086-Farm 001/Page 3 of 3 PBO-086-Revised PPM and Form 04/25/12 U:IBuilding Administration\badminl\PPM Revisions—Florida Building CodeWPM's Under 2010 FBC\PBO-086 . . . ta $ OWNER'S ACKNOWLEDGEMENT AND WAIVER OF • STANDARD INSPECTIONS - Form 003 • slob As the owner of a residence where reroof work is being performed, I hereby elect to have the work certified by affidavit pursuant to Building Division Policy Memorandum# PBO-086. By selecting certification by affidavit, I understand that the contractor may cover work that was not inspected by the Palm Beach County Building Division and the contractor will provide comprehensive photographic evidence and affidavit(s) at the final inspection. The Contractor has explained that I may select the traditional inspection process, instead of the certification by affidavit. I hereby approve the contractor to complete the reroof and/or structural roof to wall connection retrofit; and certify covered work pursuant to PBO-086. I understand that I may contact the Building Division Plan Review/Inspections Help Desk at(233-5108), if any questions exist. Property Address: 3214 Ocean Parkway, Boynton Beach, FL 33435 Existing Roof Covering: Shingles Proposed Roof Covering: Shingles Re-Roofing Certification by Affidavit will be Utilized for: Roof decking Attachment Is Structural Roof to Wall Connection Retrofitting Required? No Will Certification by Affidavit be Utilized for Roof to Wall Connection Retrofitting? N/A Estimated Cost of Job Permit# NOTE: STATE STATUTES REQUIRE ALL PERMIT TYPES $2500.00 OR OVER TO HAVE A NOTICE OF COMMENCEMENT RECORDED WITH THE CLERK OF THE CIRCUIT COURT PRIOR TO 1ST INSPECTION. YOU MUST SUPPLY A COPY OF THE RECORDED NOTICE OF COMMENCEMENT TO US. FORMS ARE AVAILABLE IN THE PERMIT CENTER OR VIA WEB SITE: http://discover.pbcgov.org/pzb As the owner of a residence mentioned above, I have read and my signature below demonstrates my understanding of the Certification By Affidavit process. OWNERS NAME: Chandra Tuttl PRINT S G:I PERMIT QUALIFIER: Joel Bustos Af11t•' PRINT NAT1"1— LICENSE#: CCC057628 DATE: 3-18-21 SUB-CONTRACTOR (IF APPLICABLE) PRINT SIGNATURE LICENSE#: DATE: PPM# PBO-086-Form-003/Page 1 of 1 U:1Bullding Administrationlbadminl\PPM's1PPM's Under 2010 FBC-April 20121Final PPM's 2012\PB0-0861PBO-086-Form-003.doa