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RF-19-1808Pest No.:1F-08-119-1 Miami Shores Village 10050 NE 2 Ave 7 Permit Type: Roof Miami Shores FL 33138 1 � I 1 , Work ClossiffcdVon. Fiat 305-795-2204 Permit Status: Approved Expiration: 02/10/2020 Location Address Parcel Number 29 NE 98TH ST, Miami Shores, FL 33138 1132060131120 Contacts MICHAEL PRIROLO Owner CENTURY ROOFING INC Contractor 29 NE 98 ST, MIAMI SHORES, FL 33138 BARBARA STEELE Home: 631-742-0640 14480 SW 16 ST, DAVIE, 33325 Business: 9542365767 centruryroofing3@aol.com Inspection Requests: Description: REPLACEMENT OF FLAT ROOF SYSTEM Valuation: $ 8,000.00 R 305-7�-�9�9 Total Sq Feet: 4,500.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $5.25 DCA Fee $3.50 Education Surcharge $1.60 Roofing Fee $300.00 Scanning Fee $12.00 Technology Fee $8.75 Tota I : $385.90 Payments Date Paid Amt Paid Total Fees $385.90 Check # 10194 08/12/2019 $385.90 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 y either myself,gY agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WIND(JWS, DOORS; RQIDFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is regulating construction and zoning. Futhermore, I authorize the above r work will be done in compliance with all applicable laws the work stated. Authorized Signature: Owner / Applicant / Contractor / Date August 12, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village q; Building Department �G06?oi 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 `� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 6k FBC 20 1-1 Master Permit No._94f--D%>'��-4��� Sub Permit No ❑BUILDING ❑ ELECTRIC [(ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 2-C1 be I A*11\ s.1-pl¢� City: Miami Shores County: Miami Dade Zia: 33 13 & Folio/Parcel#: 11-32.ob - O 13 1 I2b is the Building Historically Designated: Yes NO ✓ Occupancy Type: ZLSkLoad: Construction TypeXo6�9 Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A' (.6 e 1 P i C o l o Phone#: 631- 7q i- - o 6 yo Address: Z Ok . A/ c 9 no TI" S�r e ,- City: ICI C'm i & l rp_ S State: L Zip: 33 13 Tenant/Lessee Name: Phone#: Email: IM y uo C' 6 �_ d l"I CONTRACTOR: Company Name: e#: gSy - 7,3 6 - S7 6 Address: S�yec,YJ 1 6Ki— r -3pS , (�1 City: o/ .Vie, State: 1- L ip: 33;Fz- S' ' Qualifier Name:y0,rbc\,Vck S eP,`¢._ Phone#: C1 SL/-,S"1(7 -71, -'f _ State Certification or Registration #: LCC - (31- 9 %y D Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ -DI / 000 Square/LinearFootage of Work: `'l,f 0 O Type of Work: ❑ Addition ElAlteration ❑ New ElooRepair/Replace ❑ Demolition Description of Work: /IVO I A C ZyV`C�lb-1' Ul- �. Cl� Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $, Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE q0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Iso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ich occurs se n (7J days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap#oved ppd a re nspection fee will be charged. n F OWNER or The foregoing instrument was acknowledged before me this II'3y day of Tvyc_ 120 11 by M �ha i roy who is personally known to me or who has produced Signatu The fors cs� q _ day of J\ 20I \ , by who is personally known to as me or who has produced identification and who did take an oath. identification and who did take an oath. as NOTARY PUBLIC: I NOTARY PU LIC: Sign: Sign: Print: Print: �— 0� .faK,I R YSTE y Karen Nay Seal: y ' .,, COnWSSIMIGG20M4 Seal: NOTARY PUBLIC 3,1 Exoms May 6,2022 STATE OF FLORIDA P.....• BmMTbmTmyFab luarea W,1185.7010 2 Comm# GG134W0 �TP7- APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Zct &C- C1 ��� ��-r �L):� Roofing Permit Number: Dear Building Official: I Mj CA, C,0 0 tro to 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. o The building Ylas con tructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 editio of/he outh Florida Building Code (1994 SFBC) Signature State of Florida County of Dade C- L cxe_ ` r v 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 3o day of 14— ) ulrc, o Notary Public, Sate of Florida at Large ROY STEELE Cotntnissl # GG 20M4 Expires May 6, 2022 W*dnru"F*hwM 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. Revised on 5121/2009 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE Summary Report Property Information Folio: 11-3206-013-1120 Property Address: 29 NE 98 ST Miami Shores, FL 33138-2334 Owner MICHAEL P PRIROLO JENNIFER S CHAEFSKY Mailing Address 29 NE 98 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,080 Sq.Ft Living Area 1,830 Sq.Ft Adjusted Area 1,955 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1939 Assessment Information Year 2019 2018 2017 Land Value $258,854 $215,711 $215,711 Building Value $161,014 $163,282 $136,068 XF Value $930 $945 $960 Market Value 1 $420,798 $379,938 $352,739 Assessed Value $417,931 $379,938 $352,739 Benefits Information Benefit I Type 2019 2018 2017 Non -Homestead Cap Assessment Reduction $2,867 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 15&W1/2OFLOT 16 BLK 8 LOT SIZE 75.000 X 115 OR 19928-1915 09 2001 3 Generated On : 7/29/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $0 $0 Taxable Value 1 $417,931 $379,938 $352,739 School Board Exemption Value $0 $0 $0 Taxable Value $420,798 $379,938 $352,739 City Exemption Value $0 $0 $0 Taxable Value $417,931 $379,938 $352,739 Regional Exemption Value $0 $0 $0 Taxable Value $417,931 $379,9381 $352,739 Sales Information Previous OR Book - Price Qualification Description Sale Pa a 9 05/30/2019 $784,000 31496-0846 Qua] by exam of deed 11/30/2017 $500,000 30785-0370 Qual by exam of deed Corrective, tax or QCD; min 09/08/2011 $100 27822-3268 consideration Financial inst or "in Lieu of 03/02/2009 $137,000 26831-2620 Forclosure" stated 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 7/29/2019 ROOF AS M LIES OOFTOP STRUCTURES RECEIVED ri de 5th Edition,( 014 9U r AUG C 6 2019 ++to �� 1 Hig e oe"ne Uniform . fmit Ap�hcaf�FsGeneral Information) Toro 90 Master Permit No cP �%rors�1Vo 1 Contractor's Name 1 In ✓ �U ✓t �" ��oF 09 Job Address 1 N G (� r 2 �G � 4n "'k ROOF CATEGORY CyT 1 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive`et Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 1 ,escriptive BUR-RAS 150 1 ROOF TYPE .... 1 ❑ New roof ❑ Repair ❑ Maintenance Reroofing . •••• • •• Rec4v•e•r•�g • ROOF SYSTEM INFORMATION ...... '..'.' Low Slope Roof Area (SF) S—DD Steep Sloped Roof AREA (SSF) Q Total (SF)'Ytic .... ;: ' Section B (Roof Plan) •••••• •••• ••�•�• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. IVdude sions of sections levels, dimen- 1 • and clearly identify dimensions of elevated pressure zones and location bf 0vdr'a;ets. • ■■■■■■■��1 ��■; ■i■� ■■■■■■■■ ■■■■■■■■■ 1■■■� ■�■■,■■■■■■■■ ■■i■■■■■■■■■■i�■�� ■■■■■■■■ ■■■ ■■■ ■■■■■■■■■Li■ ""MEN ■■■■■ ME N ■■■ ■■■■■■■■■■■ ■■■■■■■■ ■M r■■ ilii�iiiiiii■ ■■■■��■� ■■■■■■■■■■■■■■mow■■■■■■■■■ ■■■ ■■■ ■■■m■■■Il��� ■■■■■■■■ ■■■■■■�■00 ■■■■■■■■■■ ONE ■■■■■■r■■■■ mom No ■■■■■■■■■■■■a..■■■■mom ■■■ FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elieur Palacio on Jung, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) I Top Ply Fastener/Bonding Material: ,: ( Fill in specific roof assembly components and identify 1 manufacturer (If a component is not used, identify as "NA") Surfacing: (n 1 System Manufacturer. ( ��r-t-(�i1n ��g Fasteners Spacing for Anchor/Base Sheet Attachment. 1 p` 1 Field: ®" 3 T _ oc @Lap, #Rows @ 8 " oc 1 Product Approval No.: ((Z7 . 1 8 Perimeter: t " oc @ Lap, # Rows @ $_" oc 1 1 Design Wind Pressures, From RAS 128 or Calculations: Comer: _� " oc @ Lap, # Rows 1 I P1: P2: P3: Number of Fasteners Per Insulation Board: 1 Max. Design Pressure, from the specific product Field Perimeter Comer 1 1 1 approval system: — S-Z - 5- 1 Illustrate Components Noted and Details as ApplAbIb! • 1 Deck: Type: Woodblocking, Gutter, Edge Ternratipfl�Strippino'Flbshing, Continuous Cleat, Cant Strip, Base Fleshing, Countelfleshing, i"';' I • i 1 Coping, Etc. 0000*0 I Gauge/Thickness: X 6 Indicate: Mean Roof Height, Parapet 0vight, Height.of Base Flashing, 1 Component Material, Mate0@6Thicknesc, lastener ;" • •: 1 Slope: ©� t'L Type, Fastener Spacing or Submif*k4@9gActurer1 Ae. WA that j.... Comply with RAS 111 and Chapter jq.... , . • • 0 :• ; 0 0' 1 Anchor/Base Sheet & No, of Ply(s): Pfil L,faa kllttj, L mOwe' �0aS2 54e'-a- "•"• •"� 1' • •; • 1 . 1 Anchor/Base Sheet Fastener/Bonding Material: • • • i • ... • I l iy'�SyLa1,t3 ar is/8 " -F;v. ka� S n Insulation Base Layer:Gr tkQ_ t 6Xy, �,;�k�0.J#{c �Q� ''FT.' . .. •••• 1 Base Insulation Size and Thickness: �Z / `1 ( Zy Qt rr l�^k�la5 �( 411 tJ2a Parapet 1 1 I �-r�6r� �aj.�, Height Base Insulation Fastener/Bonding Material: k try t �� e1}� 1 1 f u ff- L1 W %k lksJ�ll- kk/zt`� rtit?, Zx�} 1 1 Top Insulation Layer: 9 2C'r FT. © 1 Top Insulation Size and Thickness: �L `t x t J(6 1 Mean 1 1 Top Insulation FastenerjBonding`Mat rial: fy, Roof Height 1 A 1 Base Sheet(s) & No. of Ply(s): 1 Base Sheet Fastener/Bonding Material: �4 1 fd 1 Ply Sheet(s) & No. of Ply(s): ,(0. ) y 7S Z) 1 1 Ply Sheet Fastener/9 onding Material: "rl4 0-t _ L4 Wo U- 1 1 Top Ply: 1 15.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) MINCopyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palaeio on Jun 8, 2015 10:32:12 AM pursuant to license Agreement. No Portlier reproductions authorized. f 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES C SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) 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 NnTFn RPi nw• Roof System Required Sections of the Permit Application Form Attachments Required See List Below LOW Siope Application - A,B,C 1,2,3,4,5,6,7 Pres Asphaltic Shingles A,B,C A,B,D 4,5,6,7 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 1,2,3,4,6,E ? Wood Shingles and Shakes A,B,D Other As Applicable 1,2,3,4,5W, ATTACHMENTS REQUIRED- • • • • • • Fire Directory Listing Page •. �, 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 01 15.36 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• J�Renaillng wood decks: When replacing roofing, the existing wood roof deck may have to accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). s 4 Exposed Ceiling: Exposed, open beam ceilings are where the u . • • • can be viewed from below. The owner may wish to maintain the architectural a pdara of ;her 4ore cking,...:0 y pp�arance; therefore, • roofing nail penetration of the underside of the decking may not be acceptable. d�erovide; -the option of • * • • maintaining the appearance. . • 6 . • . • • • • • • • .... • .. . ...... .. .' s• p Overflow scuppers (wall outlets): It is required that rainwater flo.w.s e{f;o thatthe rpof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extegsion nay bloCK M * discharge if overflow scuppers (wall outlets) are not provided. It may be necesgary%install overflow : • • •: scup ers in a cordance with the requirements of SectionsL022,03 and R4 • OwnerlAg nt's ig ature Date ontractor Signature Date aoNe qs Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation 20 Moores Road Malvern, PA 19355 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.eov/economy 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 forevoke tAitf*xoceptanoa,• • • if it is determined by Miami -Dade County Product Control Section that this product or matefI81 fits to pie'bjtUe • requirements of the applicable building code. ...... .. . ...... ...... ...... This product is approved as described herein, and has been designed to comply with the F1Arida �Uildint.Qgde , 0. ., including the High Velocity Hurricane Zone of the Florida Building Code. .... 00:.0' .... .. . ...... DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks; . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo �jty,;l ate ajld tollowing ... • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-1003.04 and consists of pages 1 through 49. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-1127.18 Muuhwane �Fjjmenvl ffi Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 1 of 49 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -127.5 psE 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. II base sheet. (2 squares) Flexiglas Base Sheet 39 3/8" x 98'9"; Roll ASTM D 4601, Type Modified Bitumen coat"Gberglass weight: 90 lbs. 11 base sheet, • ... • • • • • • • • (3 squares) • • • • • 00 Flintlastic Base 20 39 3/R" x 49' 6"; Roll ASTM D 6163, • • • Modified lio p000000 • • • • coated fiberglass. . weight: 90 lbs. Grade S, Type I base sheet..... • • • • • : • (1.5 squares) ' ....' Flintglas Ply 4 39 3/8" x 164'7"; Roll ... .... ..... ASTM D 2178, Type Fiberglass, a.s. �l:1� tmpregn�Td ily sheej. • • . • weight: 38 lbs. IV • (5 squares) UL Type G1 Flintglas Premium Ply 6 39 3/8" x 1647'; Roll ASTM D 2178, Type Fiberglass, as�gak impregngted ply ; • • • • ; weight: 40 lbs. VI sheet. • (5 squares) UL Type G1 Flintlastic STA 39 3/8" 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/s" x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G, Type I 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 I 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: 941bs. Grade G, Type 1 Bitumen membrane with non -woven (1 square) polyester mat reinforcement for mop application. NOA No.: 18-1127.18 Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 2 of 49 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic FR-P 39 3/g" 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/s" x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS weight: 101 lbs. Grade G, Type IT Modified Bitumen Membrane with (1 square) ' non -woven polyester mat reinforcement for mop application. Flintlastic FR Dual Cap 39 3/a" x 32' 10"; Roll ASTM D 6162, Granule surfaced SBS modified weight: 103 lbs. Grade G, Type H bitumen membrane with a nonwoven (1 square) polyester/fiberglass composite mat reinforcement for use in cold or mop applications. • . . .... ...... Flintlastic Cap 30 39 3/8" x 32' 10"; Roll ASTM D 6163, Granule sur*ced;SBS ~Wd '. weight: 861bs. Grade G, Type I Bitumen ni mltMe witliMb8rglass gal* • • (1 square) reinforcemtiii'tdr mop qRR ications.• Flintlastic FR Cap 30 39 3/8" x 32' 10"; Roll ASTM D 6163, •••• .. Fire resistant,.granule surfaced SBS••;••. weight: 861bs. Grade G, Type I Modified l3ikpeo merrjhape yvith ""' (1 square) fiberglass rfldt M inforcerdent for mop • • • • applications. • . . . . ...... Flintlastic FR Cap 30 T 39-3/8" x 32' 10"; Roll ASTM D 6163, Granule surfaced SBS Modified ; •...; weight: 1001bs. Grade G, Type I Bitumen membrane witli fibeetglass (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 I base sheet for torch application. (1 square) Flintlastic Ultra Poly SMS 39 %" x 32' 10'; Roll ASTM D 6164, Smooth surfaced SBS Modified Base Sheet weight: 901bs. (1 Grade S, Type I Bitumen Membrane with non -woven squares) polyester mat reinforcement for mop or torched applications. Glasbase Base Sheet 36" x 98' 9' ; Roll ASTM D 4601, Type Asphalt coated, fiberglass base sheet. weight: 75 lbs. 11 (3 squares) Flintlastic Poly SMS Base 39 3/s" x 64' 3"; Roll ASTM D 4601, Modified Bitumen coated polyester Sheet weight: 901bs. Grade S, Type 11 base sheet. (2 squares) NOA No.: 18-1127.18 Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 3 of 49 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Yosemite Venting Base Sheet 39 3/8" x 32' 10"; Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced weight: 85 lbs. ASTM D 4897, Type buffer sheet. (1 square) H UL Type G3 Flintlastic APP Base T 39 3/8" x 65' 4' ; Roll ASTM D 6509 Modified Bitumen coated fiberglass weight: 100 lbs. base sheet. (2 squares) Flintlastic Ultra Glass SA 39 3/8" x 33' 11"; Roll ASTM D 1970 Self -adhering, fiberglass reinforced, weight: 73 lbs. SBS modified bitumen base/ply sheet. (1 square) Black DiamondTM Base Sheet 36" x 687'; Roll ASTM D 1970 Self -adhering fiberglass reinforced weight: 78 lbs. ASTM D4601 Type I modified bitumen basestg*0 • • •. •. (2 squares) • • • • . •. . • • Flintlastic SA PlyBase 39 3/8" x 66'6'; Roll ASTM D 4601, . ...... .. . ...... Self-adheria"liberglass reinforced,....; weight: 86 lbs. Grade S, Type II I SBS modifleO bitumen bag(?/ply sheS . (2 squares) ASTM D 1970 0000 0000 0000•' • • so 00 Flintlastic SA Mid Ply 39 3/8" x 32' 1 "; ASTM D 6163, Self-adhering?pelyester reinforced, '. Roll weight: 62 lbs. Grade S, Type I SBS modified bitumen 4l�y sheet. • (1 square) .'. FlintBond Brush 5 gallon pails ASTM D 3019 Cold applied, SBS polymer modified asphalt adhesive. NOA No.: 18-1127.18 Mwr�Ho�we :01! r Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 4 of 49 APPROVED INSULATIONS: Product Name F1intBoard ISO F1intBoardx ISO F1intBoard ISO Cold ACFoam-II ACFoam-III DensDeck DensDeck Prime TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Water resistant gypsum board Water resistant gypsum board H-Shield Polyisocyanurate foam insulation ENRGY 3 Polyisocyanurate foam insulation ENRGY 3 25 PSI Polyisocyanurate foam insulation Multi -Max FA-3 Polyisocyanurate foam insulation SECUROCK Gypsum -Fiber Roof Board homogenous fiber reinforced Structodek High Density Fiberboard High Density Wood Fiber Insulation Roof Insulation board FescoBoard Expanded perlite and fiber insulation Manufacturer (With Current NOA) CertainTeed Corp. CertainTeed Corp. CertainTeed Corp. Atlas Roofing Corp. Atlas Roofing Corp. Georgia Pacific Gypsum LLC Georgia Pacific Gypsum LLC Hunter Panels LLC Johns Manville Corp. .... Johns -Manville Eiorp. • • • • •' .... O•peratii& iXC ...... ... NSG Corp.. :....: Blume ed000 ge Fibe�pqd'Inc. ...... .... ..... Johns Manville Corp. . . . .....• . :000*.... % • . .. . . .. . . . . 0000 NOA No.: 18-1127.18 Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 5 of 49 APPROVED FASTENERS/ADHESIVES: Fastener Product Number Name 1. Trufast # 12 DP Fastener 2. Trufast 3" Metal Insulation Plate 3. FlintFast #12 4. FlintFast 3" Insulation Plate 5. FlintFast #14 6. 7. 8. 9. 10. 11. 12. 13. 14. Simplex MAXX Cap #12 Standard Roofgrip OMG 3" Galvalume Steel Plate Trufast #14 HD Fastener OMG Heavy Duty 3 in. Round Metal Plate AccuTrac Hextra AccuTrac Plate AccuTrac Flat Bottom Plate Millennium One Step Foamable Adhesive Millennium One Step Green Foamable Adhesive Millennium PG-1 Low Viscosity Insulation Adhesive Insta Stik Quik Set Insulation TABLE 3 Product Descriution Insulation fastener for wood and steel decks Galvalume steel plate Coated, carbon steel screw Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Polymer fastner Insulation fastener for wood and steel. Galvalume stress plate Insulation fastener for wood and steel decks Insulation and membrane fastener Galvalume AZ50 steel plate Carbon steel fastener Galvalume stress plate. A2-SS aluminized steel plate Polyurethane two component high rise insulation adhesive Polyurethane two component high rise insulation adhesive Polyurethane two component low rise insulation adhesive Polyurethane one component moisture curing adhesive Manufacturer Dimensions (With Current NOA) various Altenloh, Brinch & Co. U.S., Inc. 3" round Altenloh, Brinch & Co. U.S., Inc. various CertainTeed Corp. 3" round CertainTeed Corp. various CertainTeed Corp. 1" long Simplex Nails, Inc. various OMQ' Me.. . . .... ••.••• 3" round ...... OMG'kv • • • • • ...... 0• various •..• •••• Mt;pjgh, Brirtt ji,&fo. U.S.,... ...... Ina... ..... Various . . . . . ...... OMG,'1•nc. • • . . . . ...... 3" round • OMG' Inc. :....: Various OMG', it:.' 3" square OMG, Inc. 3" square OMG, Inc. 1.5 liters H.B. Fuller Company 1.5 liters H.B. Fuller Company 1.5 liters H.B. Fuller Company It is supplied The Dow Chemical Company in pressurized cylinders with a net weight of 23 lbs., with a total unit weight of 30 lbs. NOA No.: I8-1127.18 Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 6 of 49 APPROVED FASTENERS/ADHESIVES: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 19. OMG OlyBond 500 Spray polyurethane foam 10 gal. bag -in- OMG, Inc. Adhesive insulation adhesive box set and 1.5 liters SpotShot cartridge 20. OMG OlyBond 500 Green Spray polyurethane foam 10 gal. bag -in- OMG, Inc. Adhesive insulation adhesive box set and 1.5 liters SpotShot cartridge APPROVED SURFACING/COATING OPTIONS: TABLE •••• Chosen components must be applied according to manufacturer's application instructiotih. Any coahW fisted • • ...... .. . ...... below, used as a surfacing, must be listed within a current NOA. • System Number Manufacturer Application • • • • "" ` 1. Generic ... .... ..... Gravel applied at 4001bs/sq., adhered wili coat of asphalt at • • • 60lbs/sq. ..'..` •••• •••••• 2. Generic Slag applied at 3001bs/sq., adhered with road Coat otaspbalt at 60...:. ..... . lbs/sq. 0 3. Karnak Corp. Karnak (#97 AF) Fibrated Aluminum Roof Coating a;Qt;ast an application rate of 1.5 gal/sq. 4. CertainTeed Corp. FlintCoat A-150 applied at an application rate of 1.5 gal/sq. 5. Gardner Asphalt Corp. APOC #212 Fibered Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. 6. Gardner Asphalt Corp. APOC #400 Sunbrite applied at an application rate of 3 gal./sq. NOA No.: 18-1127.18 Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 7 of 49 EVIDENCE SUBMITTED: Test A2ency/Identifier Name Resort Date Factory Mutual Research Corp. FM 4470 3Y8A1.AM 03/23/96 FM 4470 OD3A3.AM 04/04/97 FM 4470 1D7A4.AM 11/09/98 FM 4470 2DOAO.AM 12/23/98 FM 4470 3024311 11/01/06 FM 4470 3031350 09/27/07 FM 4470 3036182 07/31/09 FM 4470 3039046 06/15/10 FM 4470 3048520 09/19/13 Underwriters Laboratories, Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97-457-2R 12/02/87 ASTM D 5147 97-457-4 06/03/88 Momentum Technologies, Inc. ASTM D 6164 AX3l G8f •• . 'A6/U5/09 •• • • TrinitylERD TAS 114 (J) 3507.08.9SF-1':' • sOJ/18/01 • • • •.. TAS 114 (J) 3504.06.01 j • • • • A6/05/01 : "' • TAS 114 3521.07.04, • • •' • .4 i§/04 • • • • • TAS 114 3533.01.06•:••: •"•" TAS 114 (H) Letter • • • • •0110§/06 V4/05/06 TAS 117 (B) 3503.10.000*:': 10%10/06 • • TAS 117 (B) • 06490.04.07*R 1 ...... ; O&i7/07 . TAS 117 (B) / ASTM D 6862 • C8500SC.11!Q'j • .11(10/07 FM 4470, TAS 114, FM 4470, C8370.08.08-R 1 ' 4 W4N9 TAS 114 (J) TAS 114 (H), TAS 117 (B), TAS C30560.06.10 06/10/10 114 (J) FM 4470, TAS 114 C32830.07.10 07/20/10 ASTM D 6164 / D 4798 C31410.01.11-2 01/10/11 TAS 117 B C35500.02.11 02/09/11 FM 4470 (K) / TAS 114 (J) 03515.07.03-1-R1 06/27/12 ASTM D 1876, TAS 114 (H), C42110.08.12 08/13/12 TAS 117 (B) FM 4474 / TAS 114 C39670.08.12 08/20/12 ASTM D 4601 C40050.09.12-1 09/28/12 ASTM D 1970 C40050.09.12-2 09/28/12 ASTM D 5147 / D 4798 C31410.10.10-R1 11/01/12 ASTM D 5147 / D 4798 C31410.01.11-1-R1 11/01/12 ASTM D 4798 C31410.01.11-2A-R1 02/21/13 ASTM D 4798 C31410.12.13 12/05/13 ASTM D 6222 C40050.12.13-R1 12/31/13 TAS 117, TAS 114 C30310.12.09-R1 03/07/14 ASTM D 2178 C47250.03.14 03/26/14 ASTM D 1876, TAS 114 (H), C45620.03.14 03/27/14 FM 4474 112718 18 . 1127 NOA No.: 18- CMILAMMMECOOUNTY Expiration Date:6/19/23 Approval Date: 01/17/19 Page 8 of 49 EVIDENCE SUBMITTED: Test Aeency/ldentifier Name Report Date ASTM D4601 CTR-SC8740.04.15-R2 04/21/15 ASTM D 1876, TAS 114 (H), C47320.03.14-R1 04/01/15 FM 4474 ASTM D 1876 C35460.05.11-R1 05/20/15 FM 4474 (D) / UL 1897 / TAS CTR-SC10420.01.16 01/25/16 114 (J) FM 4474 / TAS 114 (J) CTR-SC9175.09.16-2 09/06/16 FM 4470 (K) / UL 1897 / TAS CTR-SC11590.08.16- 09/06/16 114 (J) RI ASTM D 4601-04 (2012), Type H CTR-SC11145.09.16- 09/19/16 3C ASTM D 4601-04 (2012), Type H CTR-SC11145.09.16- 09/19/16 3A ASTM D 6163 CTR-SC11145.09.16- 09/19/16 5A besb ASTM D 6222 CTR-SC 11145,,09. 16- • •0909/16 • s • • • s 7A sees • **bbe • PR1 Construction Materials ASTM D 6163 CTC-056-02-M6 * 4' 09/25/10 • • • • % Technologies LLC ASTM D 6163 CTC-066-01-U1" • • •Q$(Q9/ 11 . • ..... ASTM D 6222 oboe CTC-071-0j s e • 2: Q A/08/ 11 • o % • e' ASTM D 6164 / D 4798 CTC-093-02rgl o e • ' M/4/ 11 • • • • • • ASTM D 4601 CTC-126-02 04 • o o OY 12/ 12 • • ASTM D 2178 CTC-123-02;01• % %A31i3/12 ''"" ASTM D 4601 CTC-127-02R01 •'o ' 03/13/12 :sees: ASTM D 6163 CTC-128-02-ai s %W41t/12 e • ASTM D 6163 CTC-129-02-01 06/11/12 ASTM D 6164 CTC-132-02-01 06/11/12 ASTM D 6164 CTC-161-02-01 05/09/13 ASTM D 6162 CTC-183-02-01 10/02/13 ASTM D 6164 CTC-190-02-01 12/02/13 ASTM D 1970 CTC-199-02-01 01/22/14 ASTM D 6163 CTC 319-02-01 08/22/17 NOA No.: 18-1127.18 MIAMFGAD; COUNTY Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 9 of 49 Membrane Type: SBS Modified Deck Type 1I: Wood, 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 A(4): Anchor sheet mechanically fastened; all layer of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of 11 Weather/Em ire Ra—s-e—SE—ee:D 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 6 mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 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. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 ACFoam-II, ACFoam-III, FlintBoard ISO, F1intBoard ISO Cold, ENRGY 3, ENRGY 3 25 PSI, H-Shield, FlintBoardH ISO Minimum 1.5" thick N/A N/A FescoBoard Minimum %" thick N/A N/A Structodek High Density Fiberboard Roof Insulation Minimum %" thick N/A N/A DensDeck, DensDeck Prime Minimum 1/4" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-401bs./100 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One ply of Il Weather/Em ire Base Sheet Flintlastic Ultra Poly SMS Base Sheet, Glasbase Base Sheet, Flexiglas Base Sheet, Flintlastic Base 20, Flintlastic Poly SMS Base Sheet adhered to the insulated substrate in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. MIAMFDADE COUNOA No.: 18-1127.18 NTY Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 15 of 49 Ply Sheet: One ply of All Weather/Empire Base Sheet, Glasbase Base Sheet, Flexiglas Base Sheet, (Optional) Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base Sheet or one or more plies o lintglas PlyDDr Flintglas Premium Ply 6 adhered to the base sheet in a full mopping of approved asp a 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 Ultra Poly SMS Base Sheet torch applied. Membrane: One ply of Flintlastic GMS, Flintlastic FR Dual Cap, lin " ER-P Flintlastic Premium FR- P, Flintlastic Cap 30 or Flintlastic FR Cap 30 adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap 30 T torch adhered to base/ply sheet. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design -60 psf. (See General Limitation #7) Pressure: MIAMFDADE COUNTY NOA No.: 18-1127.18 Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 16 of 49 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: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 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. Exaircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to alloyv cjoss ventilation. AsPWt':• 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 -4�* W. �' • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force jf j value of•?!.J lb£, ai .... tested in compliance with Testing Application Standard TAS 105. if the fastener valu8, aS Mld-teft;i• gfe belovy... 275 lbf. insulation attachment shall not be acceptable. 0 0 0 0* 0 0000 ..:..' 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachinent-rs based oa a minimarm • • fastener resistance value in conjunction with the maximum design value listed within Op$Cif c system. Should • • the fastener resistance be less than that required, as determined by the Building Official, a revised farAolw spac*ing,' prepared, signed and sealed by a Florida registered Professional Engineer, Registered koihct, or Regi.�tered • • • • Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resist 4w talue taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 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 C7..Eioneer, 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE CONOA No.: 18-1127.18 UNTY Expiration Date: 06/19/23 Approval Date: 01/17/19 Page 49 of 49 UL PRODUCT CATEGORY Roofing Systems See General Information for Roofing Systems CERTAINTEED CORP R11656 ROOFING PRODUCTS GROUP 20 MOORES RD MALVERN, PA 19355 USA Minimum 1/2-in. thick gypsum board or minimum 1/4-in. thick Georgia-Pacific Gypsr rZ* 'LC •••••• "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® duraGward:" •. Roofboard" or Minimum 1/4-in. thick United States Gypsum Co. "SECUR; qfM Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SC4v=) maybe : • • • •: used in any existing noncombustible roof deck Classification. When this isodoRie, they • • •' ... • • resulting roofing system is acceptable for use over minimum 15/32-in. thibkooWnbus%W roof " decks. However, the butt joints in the " " 1 gypsum board and Georgia-Pacific LLC. .• "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "Dens Deok®'D'uraC*IgCq m • • ••: • Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof:dec% If • :....: polystyrene is part of the roof covering system, it must be placed below the overlayrg0*R• ' board. Minimum 1/4-in. thick United Sates Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) and "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible roof deck in a system with any UL Classified insulation except polystyrene." Any UL Classified insulation may be used underneath minimum 1/2-in. thick gypsum board or minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTm Roofboard" or minimum 1/4- in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) in any existing noncombustible roof deck Classification. The addition of one ply of "Black Diamond Base Sheet" (self -adhered), or two fully adhered Type G1 plies (hot asphalt), installed as a vapor retarder is allowable in any existing non- combustible deck assemblies that include a minimum 1/2-in thick gypsum board or minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board". Unless otherwise indicated, the following base/ply sheets and the respective method of attachment are acceptable alternate where a Type G2 product is utilized in any of the following roof covering systems: Base/Ply Sheets Application Method(s) 2 plies of Type G1 Hot Mopped "Glasbase Base Sheet" Hot Mopped, Mechanically Fastened "Flexiglas Base Sheet" Hot Mopped, Cold Applied, Mechanically Fastened "All Weather/Empire Base Sheet" Hot Mopped, Cold Applied, Mechanically Fastened "Flintlastic Base 20" Hot Mopped, Cold Applied, Mechanically Fastened "Flintlastic Base 20 T"2, 5 Heat Fused, Mechanically Fastened "Flintlastic APP Base T"2 Heat Fused, Mechanically Feetened "Flintlastic Poly SMS Base Sheet"1 , 5 .. Hot Mopped, Cold Applied: MecNfatcally ...;.. Fastened "Flintlastic Ultra Poly SMS Base Hot Mopped, Heat Fused; Cold'Appned, Sheet" 1, 2, 5 Mechanically �9%ePed •• •• •• • "Flintlastic Ultra Glass SA"3 ;••:•;Self-.Adljered "Black Diamond Base Sheet"3 • • • • Self A red "Flintlastic SA NailBase"4 Self -Adhered "Flintlastic SA MidPly"4 Self -Adhered "Flintlastic SA PlyBase"4 Self -Adhered 1 Non-combustible roof deck assemblies only. 2Must be applied only to CertainTeed approved deck, base sheet or gypsum coverboard when heat fused. 3Must be applied only to CertainTeed approved deck, base sheet or insulation/coverboard. 4 Must be applied only to CertainTeed approved deck, base sheet or insulation/coverboard; "Flintlastic SA Cap" and "Flintlastic SA Cap FIR" membrane assemblies only. 5 Limited to Single Ply Membrane Systems (Modified Bitumen) 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. Unless otherwise indicated, Base Sheets or Ply Sheets are mechanically fastened, self - adhered or hot mopped; Cap Sheets are hot mopped. Unless otherwise indicated, barrier boards and insulation may be mechanically fastened or fully adhered with UL Classified adhesive. 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. "Flintlastic Ultra Poly SMS Base Sheet" may be used in lieu of "Flintlastic Poly SMS Base Sheet" in all applicable Classifications. Unless otherwise indicated, the membranes and their respective alternates in the Table below are interchangeable for use in roof covering systems limited to a maximum incline of 1/2:12: ••• Membrane Acceptable Alternate �..••; „•0 Flintglas MS Cap Flintglas JWS jCap CoolStar Flintlastic GTS FlintlastiaGTS t�ool;Star Flintlastic GTS-FR FlintlastiedT49-FIR beolgtar Flintlastic Premium FR-P Flintlastic FR-Dual Cap, Flintlastic Premium FR P Ccbl,9W or Flintlastic FR-�yalCap �ogjStar Flintlastic FIR Cap 30 T Flintlastic FIR Cap 30 T CoolStar Flintlastic GTA Flintlastic GTA CoolStar Flintlastic GMS Flintlastic GMS CoolStar Flintlastic SA Cap FIR Flintlastic SA Cap FIR CoolStar Flintlastic GTA-FR Flintlastic GTA-FR CoolStar Flintlastic FR-P Flintlastic FR-Dual Cap or Flintlastic FR-P CoolStar Flintlastic FIR Cap 30 Flintlastic FIR Cap 30 CoolStar Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. "FlintBoard ISO", "FlintBoard ISO Cold", "FlintBoard ISO-7, "FlintBoard ISO Plus", "FlintBoardH ISO", "FlintBoardH ISO Cold", "FlintBoardH ISO WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" and "FlintBoardH ISO DW 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. EPS insulation followed by 1/2-in. thick cover board may be utilized in any of the following roof covering systems. 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 roof decks provided a minimum 1-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" polyisocyan u rate insulation is used. Maximum incline shall be in accordance with Classification established for the insulation/membrane roof covering system, but cannot exceed 1:12. • • * 0 For Combustible Roof Decks - Class A: 1. A minimum 3-in. thick layer or a minimum two layers of 1.5-in. of." rilBoard"0. ISO Cold", "FlintBoardH ISO T Cold" or "Flintboard Iso Cold" is plagMrectly;;;; over a combustible roof deck and is covered with any UL ClassifiedrWng '..' membrane used in any UL Class A roof covering assembly to achi@ve;a;Class A• fire Classification. As an alternative, any UL Classified insulation (eXcepf ; • • •:- expanded or extruded polystyrene), any combination, any thicknes!!, Jf dy 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 butt joints of the roof deck or from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membranerinsulation roof covering assembly, however the incline cannot exceed 1/2:12. 2. A minimum 1/2 in. thick layer of "FlintBoardH HD", can be installed directly over a minimum 2.5 in. thick layer of any Classified polyisocyan u rate insulation when installed directly over a combustible roof deck and is covered with any UL Classified roofing membrane used in any UL Class A roof covering 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. The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold process adhesive. A vapor barrier (non-UL classified) may also be used below the insulation. All insulation butt joints must be staggered a minimum of 6- in. from the roof deck butt joints or from the insulation butt joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roof covering assembly, however the incline can not exceed 1 /2:12. 3. A minimum 1-in. thick layer of "FlintBoardH ISO Premier" can be installed directly over a combustible roof deck and covered with any UL Classified roofing membrane used in any UL Class A roof covering 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 minimum 1-in. thick "FlintBoardH ISO Premier". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold process adhesive. A vapor barrier (non-UL classified) may also be used below the insulation. All insulation butt joints must be staggered a minimum of 6-in. from the roof deck butt joints or from the insulation butt joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roof covering assembly, however the incline cannot exceed 1/2:12. 4. A minimum 1/2 in. thick layer of "FlintBoardH HD" installed over a minimum 4- in. thick layer of any UL Classified EPS insulation and installed directly over a.... combustible roof deck and is covered with any UL Classified roof cpvgripg 0 • . • •' membrane used in any UL Class A roof covering assembly to achievb a'Class A•' • fire Classification. Any UL Classified insulation, any combination, atLycibi�kness,. may be used below the 4-1/2 in. minimum total thickness. Insulatiop may be ..... loosely laid or attached with fasteners and plates, hot roofing asphalrbt cold **"* process adhesive. "FlintBoardH HD" must be attached with fasten@�0`�d platy **-. A vapor barrier (non-UL classified) may also be used below the insulation. All . insulation butt joints must be staggered a minimum of 6-in. from the roof dect...:. butt joints or from the insulation butt joints directly below. The maxq mi:incli1ie shall be in accordance with the Classification established for the %:..0 membrane/insulation roof covering assembly as published on UL's On -Line Certification Directory; however the incline cannot exceed 1/2:12. 5. A minimum 1-in. thick layer of "FlintBoardH ISO Premier" installed over a minimum 3-1/2 in. thick layer of any UL Classified EPS insulation installed directly over a combustible roof deck and is covered with any UL Classified roof covering membrane used in any UL Class A roof covering assembly to achieve a Class Afire Classification. Any UL Classified insulation, any combination, any thickness, may be used below the 4-1/2 in. minimum total thickness. Insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold process adhesive. "FlintBoardH ISO Premier" must be attached with fasteners and plates. A vapor barrier (non-UL classified) may also be used below the insulation. All insulation butt joints must be staggered a minimum of 6-in. from the roof deck butt joints or from the insulation butt joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roof covering assembly as published on UL's On -Line Certification Directory; however the incline cannot exceed 1/2:12. For Combustible Roof Decks - Class B: 1. A minimum 1.9-in. thick layer of "FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold", or a minimum 2-in. thick layer of Atlas "AC Foam III" is placed directly over a combustible roof deck and is covered with any UL Classified roof covering membrane used in any UL Class B roof covering assembly to achieve a Class B 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 thickness layer 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 process adhesive. A vapor barrier (non-UL classified) may also be used below the insulation. All insulation butt joints must be staggered a minimum of 6-in. from the roof deck butt joints or from the insulation butt joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roof covering assembly, however the incline cannot exceed 1/2:12. 2. A minimum 1/2 in. thick layer of "FlintBoardH HD" installed over a minimum of 1.4 in. thick layer of any Classified polyisocyanurate insulation is installed directly over a combustible roof deck and is covered with any UL Classified roof.. covering membrane used in any UL Class B roof covering assembly tQ-Qchi4t-. V' Class B fire Classification. As an alternative, any UL Classified insur.- tioh (exe�p:- expanded or extruded polystyrene), any combination, any thicknes%*9..*6 ay be . used below minimum 1.9 in. thick layer of "FlintBoardH HD". The irisaba%on mar% be loosely laid or attached with fasteners and plates, hot roofing asphfflt or cold" process adhesive. A vapor barrier (non-UL classified) may also be *p,*q0q*a:beloae► :*o, the insulation. All insulation butt joints must be staggered a minimurwetro-in. . from the roof deck butt joints or from the insulation butt joints directly below. The:. maximum incline shall be in accordance with the Classification estiol0pd fq the membrane/insulation roof covering assembly, however the incline cannot'•:••' exceed 1 /2:12. 3. A minimum 1-in. thick layer of "FlintBoardH ISO Premier" is installed directly over a combustible roof deck and is covered with any UL Classified roof covering membrane used in any UL Class A or B roof covering assembly to achieve a Class B fire Classification. Any UL Classified insulation, any combination, any thickness, may be used below the "FlintBoardH ISO Premier". Insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold process adhesive. A vapor barrier (non-UL classified) may also be used below the insulation. All insulation butt joints must be staggered a minimum of 6-in. from the roof deck butt joints or from the insulation butt joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roof covering assembly as published on UL's On -Line Certification Directory. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck: NC Incline: 3 12. Deck: C-15/32* Incline: 1/2 *All joints in the roof deck blocked with 2x4's. Insulation (Optional): — Polyisocyanu rate, glass fiber or perlite, any thickness, any combination, mechanically fastened. Base Sheet: — Type G2 or alternate (see preamble table). Membrane: — "Flintlastic FR-P", "Flintlastic Premium FR-P", "Flintlastic FR-Dual Cap" or "Flintlastic FIR Cap 30", hot mopped. . • .... 0 0 a 0 .. ... .. ...... •• • 000000 .... .... ..... ...... .... ..... .. .... .. . ...... ...... . . . . ...... .. ...... Ce BB - Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net August 7, 2019 Project: Prirolo Residence -Flat Reroofing Address: 29 NE 98 Street, Miami Shores, FL 33138 Roofing Contractor: Century Roofing RAS NO: 117 Calculation NOA: 18-1127.18 CertainTeed Modified Bitumen Roofing Systems Over Wood Decks Deck System Type: A(4) Page 15 and 16 of 42 of NOA: Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. Mean Roof Height = up to 20 feet 2017 FBC RAS 128 Wind Uplift Pressures: p1= 42.8 p2= 71.7 p3= 108 ( Table 1, Exposure Category "C" ) NOA Design Pressure: pd noa= 60 NOA-Side lap row: c slr= 1 NOA-Center lap row: c clr= 3 NOA-Side lap spacing: a slr= 8 NOA-Center lap spacing: a clr= 8 nw=net width (ft) sh=sheet width (in) sw= 36 slw=side lap width (in) slw= 4 nw=(sw-slw)/12 nw= 2.667 nl=net length(ft) nl=100/nw nl= 37.500 fn= number of fasteners per spacing fn= b=nl (net lentgth per row) a=fastener spacing (in) -slr=side lap row -clr=center lap row c= number of rows @spacing "a" -slr=side lap row -clr=center lap row d=number of fastener per square side lap row d slr=(fn/a slr)*(12/1)*(b/1)*(c slr/ 1*1) d slr= 56.25 Area per fastener as= area per square (sf/square) fa= fastener area (sf) fa=as/(d slr+d clr) 1 b= nl center lap row d clr=(fn/a clr)*(12/1)*(b/1)*(c clr/ 1*1) d clr= 168.75 as= 100 fa= 0.444 Page 1 Fastener Value Calculation pd noa=maximum NOA design pressure (psf) fy=fastener value (lb) p=design pressure p1 field : p2 perimeter : p3 corner fs=required fastener spacing rs=row spacing fy= pd noa*fa fy= 26.667 rs=nw*12/(c slr+c clr) rs= 8.000 rsp=proposed row spacing for perimeter (2) rsp2=(nw*12)/(1+4) rsp2= 6.400 rsp=proposed row spacing for corner areas (3) rsp3=(nw*12)/(1+5) rsp3= 5.333 Field Zone 1 Spacing Requirement fs= (fy*144)/(p1*rs) fs= 11.215 Perimeter Zone 2 Spacing Requirement fsp=(fy*144)/(p2*rsp3) fsp= 8.368 Corner Zone 3 Spacing Requirement fsc=(fy*144)/(p3*rsp3) fsc= 6.667 4 rows in the field spaced at 6.400 5 rows in the field spaced at 5.333 8 Inches; 8" o/c lap and 3 rows @ 8" o/c required for a total of four (4) rows; 8 Inches; 8" o/c lap and 4 rows @ 8" o/c required for a total of five (5) rows; 6 Inches; 6" o/c lap and 5 rows @ 6" o/c required for a total of six (6) rows; Prepared by: CeBB Engineering& Testing Co. (CA#9807) 08/07/19 Eduard C. Badiu, P.E. # 59997 For the Firm Page 2