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1021 Atlantic Blvd 953-975 ROOF20-0021 Flashing/Metal Wall Panels ROOF NON SHINGLE PERMIT PERMIT NUMBER r I ra 11, CITY OF ATLANTIC BEACH ROOF20-0021 \,Y 800 SEMINOLE ROAD ISSUED: 3/12/2020 ATLANTIC BEACH. FL 32233 EXPIRES: 9/8/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: I VALUE OF WORK: 1021 ATLANTIC BLVD 953- ROOF NON SHINGLE ROOF FLASHING AND METAL $28766.00 975 WALL PANELS TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 177602 0040 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: ROOF CONTROL SERVICES 11748 OSPREY POINT BLVD CLERMONT FL 34711 OWNER: ADDRESS: CITY: STATE: ZIP: EQUITY ONE ATLANTIC NORTH MIAMI 1600 NE MIAMI GARDENS DR FL 33179 VILLAGE INC BEACH WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS ` Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $195.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $97.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.39 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.93 TOTAL: $299.82 Issued Date: 3/12/2020 1 of 2 %:o-A'i`'r' ROOF NON SHINGLE PERMIT PERMIT NUMBER S' CITY OF ATLANTIC BEACH ROOF20-0021 1-.. ;,,--`a r Jr yr 800 SEMINOLE ROAD ISSUED: 3/12/2020 t x'319` ATLANTIC BEACH. FL 32233 EXPIRES: 9/8/2020 Issued Date: 3/12/2020 2 of 2 A tr.", City of Atlantic Beach APPLICATION NUMBER IP16 Building Department (To be assigned by the Building Department.) A.''e 0 800 Seminole Road ff M j Atlantic Beach, Florida 32233-5445 ©0 F Zc-CDZ I Phone(904)247-5826 • Fax(904)247-5845 `�r n!.)? E-mail: building-dept@coab.us Date routed: 3`.S /Z r) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 0 Zt 7 LiVOr t _,Lr '_' - ' ii •-nt review required Ye No Building Applicant: Roc:pc; coND VQ CI___ lanning &Zoning • Tree Administrator Project: Rcop r--(Asti(./`pc; Public Works Public Utilities rn,e-r A (_A j Pic;_, D .,s Public Safety Fire Services Review fee $ Dept Signature ._ T;, Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. Not applicable (Circle one.) Comments: BUD BUILDING PLANNING &ZONING ..,1 Reviewed by: Date: 3�^,� Z TREE ADMIN. Second Review: Approved as revised. Denie . Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY e-# .", Building Permit Application Updated 12/8/17 City of Atlantic Beach _.%d 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 /" 7 Job Address: 1021 ATLANTIC BLVD Permit Number: Boo •� 0r- ZO 0z ` Legal Description 38-2S-29E CASTRO Y FERRER GRANT PT RECD 0/R 8130-2297 RE# R-177602-0090 Valuation of Work(Replacement Cost)$ 28.766.00 Heated/Cooled SF N/A Non-Heated/Cooled N/A • Class of Work(Circle one): New Addition Alteration tx>M Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): <Commerce) Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No 1122) • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Repair: 1)Installing new granular-surfaced modified bitumen flashing at existing vertical front and side-wall locations;2)Replacing front- wall siding panels with new metal. Coverage Area: Roof area over Units 19-29. Florida Product Approval# Mod Bit Flashing 16797-R6/Metal: 11651.21-R3 for multiple products use product approval form Property Owner Information Name: Regency Centers, LP Address: One Independent Drive Suite 114 City Jacksonville, State Fl Zip 32202-5019 Phone 904-598-7630 E-Mail georgewhetstone@regencycenters .com Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) George Whetstone Contractor Information Name of Company: Roof Control Services Qualifying Agent: Todd Griffin Address 6900 Phillips HWY Suite 42 City Jacksonville State FL Zip 32216 Office Phone 904-527-8052 Job Site/Contact Number James Byram(904)-527-8052 State Certification/Registration# CC-0057884 E-Mail jbyram roofcontrol.com Architect Name&Phone# N/A Engineer's Name&Phone# Nin Workers Compensation Bridgefield Employers Ins.Co. 12/31/2020 Exempt/Insurer/Lease Employees/Expiration Date LU Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installn has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regu toff J co construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIOS,U Q O 0,3 WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE:In addition to the requirementCof ttfjs5 I-" permit,there may be additional restrictions applicable to this property that may be found in the public records of this countar c(� i= 2 there may be additional permits required from other governmental entities such as water management districts,state agenti s . w , 6O Q federal agencies. [j U OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance withell Z e z II applicable laws regulating construction and zoning. < O Q WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY < -.7, w RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PF{OPERTY. IF YOU INTEND: '5 w TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE IA� ' °C m ~ w = w RECORDING YOUR NOTICE OF COMMENCEMENT. w 0 (/) w r----- CC w v /� t7 Lii> > (Signature of Owner or Agent) CC CC V (including contractor) ( lgn:tur• of Contractor) Sign d and sworn to(or affirmed)before me this day of a d sworn to( r affi ed)before a is day of '�7Ld.by GeC%e W�p'ML. Signed , 1/) ) ,by , 4' (Signature of Notary) .r 6-1,,,,,„, f ~' (itigeelitr--fr idts A)" " 1r.'-"o' BETH CHURCH Cyla [� Personally Known OR i xsonally Known OR s,,• Notary PL,biic-State of Florida � o. Commisnon R GG 258550 [ ]Produced Identification �,Y p�©� WENDI HILL [ ]Produced Identification ' o f ' My Comm.ExpiresSep i3,2012 Type of Identification: : .• c Type of Identification: Bonded throw h NaUona!Notary Assn. * t� 4, i'Untinisslaii#GG 24046 -- S r w ''40' f1 T Excires November 20,2022 „• a .-OFF\.0P Bonded Thru Budget Notary Senlces OFFICE COPY COMMERCIAL ROOF RCS INSTALLATION, MAINTENANCE & REPAIR 1,roof control service;, inc. Table of Contents A) General Scope of Work B) Shop Drawing C) Florida Product Approval for: Certainteed GMS Cap Sheet D) Florida Product Approval for: Gulf-rib Metal Panel E) Updated Certificate of Insurance 6900 Philips Highway, Suite 42 / Jacksonville, Florida 32216 Cell (904) 252-4889/ Office (904) 527-8052 / FAX (904) 551-4944 / http://www.roofcontrol.com General Scope of Work for Atlantic Village, Units 19-29: 1 ) Repair and resurface the existing front and side wall base-flashings with new CertainTeed GMS granular-surfaced modified bitumen cap sheet material. a) Spud existing gravel surfacing along the base of the existing base flashing down to smooth surface; b) Fully adhere new granular-surfaced cap sheet over the existing flashing in a solid trowel-grade application of cold-process modified bitumen adhesive; c) Mechanically terminate the new metal flashing with fastener spacing every 12" o.c. 2) Replace existing front-wall siding panels: a) Remove the existing front wall metal siding panels; b) Install new 26-gauge Gulf-Rib metal siding panels: i) Panels to be secured to existing 1x4 wood purlins; ii) Fasteners: #9-15x1 .5" with neoprene sealing washer; iii) Vertical panel fastening: Every 24" o.c; iv) Horizontal panel fastening: Every 9" o.c. 3) See attached shop drawing. . Shop Drawing for Flashing Scope at Atlantic Village 'New 26 Gauge Gulf-Rib Panel. lorizontal Panel , astening: 9" o.c. > :; Vertical Panel Metal Flashing & A Fastening: 24" o.c Cap Sheet Flashing 24" Termination -Iorizontal Panel • =astening: 9" o.c New Certainteed GMS Cap Sheet 171 Flashing Spud Gravel to 1 Smooth Surface. - . Solid Application of -r---f- -` – -F i Trowel IEJ±L - -�- -- _ – Adhesive I I ' I l t 1 1 1 ! f I A.- - ....a A A .-A.A a. I ---1-- --! 1-----I-----4----+--- —i— —---—' xisting BUR & — > ixrH c, 1 . 1 s I 1 i 1 1 ! I I + 1 i• -----i—.----i— — ----+—+---t lashing 11 ( i ! --� I 1 1 1 I I ! I 1 1 l I 1 I ; I , I 1 I t 1 i I i 1 I i - _ - L- - 1' t----r I -r-fi r r� I I- 1 I 1- I I i l i i i ! ' 1 1 I �- i ; r tib- 1 - - j ; , i ► 1 -- - - L t t 1 — — 1--i- - — ► _._ I. . 1 I I 1 i I —1-- t I i 1 I 1 i 1 r'ilitrix GulfCoast , , se ., ,,,iwi MANUFACTURING 1116 44111181) Liwiew, GULFRIBM 26 GUAGE GULFRIB"' PANEL OVER 1X4 WOOD PURLINS OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.21 R3 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfRibTM Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Florida Product Approval #11651.21 R3 Florida Building Code 2017 Per Rule 61G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 ,�',t,l,e,,�f Newberry, FL 32669 ,.oPN�E� ., c&" • 'OGENs •:7/ Engineer Evaluator: i*: No. 75519 Dan Kuhn, P.E. #75519 = : * Ir-1 Florida Evaluation ANE ID: 10743 7.-o '•. STATE OF :Q O • i. '-F•••- ORIDP ••\-v„,00 ; Validator: "7.S'�ONAL ENG``:� Locke Bowden, P.E. #49704 0,,,,,,,, 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL# 11651.21 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT ., . _. , _ .. ...._ JKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 FLORID PRODUCT APPROVALG6ifast MANUFACTURING GuLFRiTM 26 GUAGE GULFRIBT``'' PANEL OVER 1X4 WOOD PURLINS OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.21 R3 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1504.7. Product Description: GulfRibTM' 3/4" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over Minimum 1x4 Wood Purlins over minimum 15/32" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.0ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/4" Major Rib at 9" O.C. Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 1x4 No. 2 SYP wood purlins over min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. The 1x4 wood purlins shall be fastened to the plywood with minimum 8D x 21/2" Ring Shank Nails at 4" O.C. Design of 1x4 wood purlins, plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure 109.25 psf 164.25 psf Fastener Pattern 9"-9"-9"-9" 9"-9"-9"-9" Fastener Spacing 24" O.C. 12" O.C. Design Pressure includes a Safety Factor = 2.0. FL# 11651.21 R3 •OCTOBER 5,2017 PRODUCT EVALUATION REPORT KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 r' immerirx GulfCoast N Li F AC TU RING 1 AIM) GULFRIBM 26 GUAGE GULFRIBT 1 PANEL OVER 1X4 WOOD PURLINS OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.21 R3 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 -Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. • FM 4471-1992, Section 4.4 Foot Traffic Resistance Test Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0062T-07D & E, Dated 02/19/2007 2. FM 4471-95, Section 4.4 Foot Traffic Resistance Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 1 17-0238T-09D, Dated 07/21/2009 3. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. 3. The FM 4471-95 test standard is equivalent to the FM 4471-1992 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. FL# 11651.21 R3•OCTOBER 5,2017 _ " . RODUCT EVALUATION REPORT IKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 rliverrix GulfCoast MANUFACTURING 116, Aga) GULFRIBM 26 GUAGE GULFRIBTM PANEL OVER 1X4 WOOD PURLINS OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.21 R3 Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL# 11651.21 R3 •OCTOBER 5,2017 PRODUCT EVALUATION REPOR . IKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 V‘411111111K\ ENGINEER'S LOAD TABLE SPEC GulfCoast SUPPLY & MANUFACTURING GULF S 26 GUAGE GULFRIB' ' PANEL OVER 1X4 WOOD PURLINS OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.21 R3 ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 1x4 Wood Purlins over 15/32" Plywood Buildings having a Roof Mean Height < 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017. 120 130 140 150 160 170 180 WIIND FASTENER SPEED (MIN. SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15X1.5" 1x4 Wood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 Purlins ZONE 2 #9-15X1.5" 1x4 Wood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 Purlins ZONE 3 #9-15X1.5" 1x4 Wood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 Purlins 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 109.25 PSF @ 24" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, 164.25 PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)SUBSTRATE: 1X4 WOOD PURLINS OVER MIN. 75/32" THICK PLYWOOD. WOOD PURLINS ATTACHED TO PLYWOOD W/MIN. 8D X 21/2" RING SHANK NAILS AT 4" O.C. PURLINS AND PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 2017 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD =0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE 2 HIP ROOF a Note: Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be a less than either 4% of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN RIDGE 1 x 4 Wood Purlins @ 24"O.C.Attached to Plywood with (1)8d x 2.5""'Ring Shank ails @ 4"O.C.At Panel Lap7 ZONE 1 it (1)#9-15 x 1-1/2"w/Sealer Washer` Min. 15/32 Plywood EAVE ZONE 2 GABLE ROOF a 9"-9"-9"-9"Fastener Pattern @ 24"O.C. a TYPE 2 FASTENER PATTERN x 4 Wood Purlins @ 12"O.C.Attached to Plywood with RIDGE a / (1)8d x 2.5"Ring Shank @ 4"O.C. At Panel Lap � • ZONE 1 _-- (1)#9-15 x 1-1/2"w/Sealer Washer'-Min. 15/32"Plywood 9"-9"-9"-9"Fastener Pattern @ 12"O.C. ZONE 3 EAVE FL# 11651.21 R3 •OCTOBER 5,2017 PRODUCT EVALUATION REPORT I KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT CertainTeed Corporation Evaluation Report C40710.12.13-R6 20 Moores Road FL16709-R6 Malvern, PA 19355 Date of Issuance: 12/02/2013 (610)651-5847 Revision 6:06/20/2019 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Flintlastic® Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO'etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 4, plus 14-page Appendix. Prepared by: ...t,,,,,,,,,,,,,, Robert J.M. Nieminen,P.E. .F-,-• =� The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 •`••i. - .,r Nieminen,P.E.on 06/20/2019. This does not serve as an <'�' ..ni�`"� electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO Ietc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. • $NEMoIetc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Flintlastic® Modified Bitumen Roof Systems, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6162 2008 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM D6509 2009 1519.11 Attachment Requirements RAS 117 1995 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties C7290.01.08 01/16/2008 ERD(TST6049) Physical Properties C10080.09.08 09/04/2008 ERD(TST6049) FM 4470/4474 C8370.08.08-R1 10/05/2009 ERD(TST6049) FM 4470/4474 C30310.12.09 12/17/2009 ERD(TST6049) FM 4470/4474 C30560.03.10 03/18/2010 ERD(TST6049) FM 4470/4474 3519.12.03-R1 04/15/2011 ERD(TST6049) Physical Properties C42110.08.12 08/13/2012 ERD(TST6049) FM 4470/4474 C46090.11.13-A 11/20/2013 ERD(TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016 FM(TST1867) FM 4470/4474 3048520 09/19/2013 MTI(TST2508) Physical properties DX08C4A 03/22/2004 MTI(TST2508) Physical properties DX20E3A 03/22/2004 MTI(TST2508) Physical properties DX20E3A-001 01/04/2006 MTI(TST2508) Physical properties AX31G8A 08/21/2008 MTI(TST2508) Physical properties AX31G8D 09/05/2008 MTI(TST2508) Physical properties AX31G8F 06/05/2009 MTI(TST2508) Physical properties AX21G8C 01/28/2011 NEMO(TST6049) FM 4474 4L-CTR-18-002.09.18-2 09/21/2018 PRI(TST5878) Physical Properties CTC-032-02-01 01/16/2008 PRI(TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI(TST5878) Physical Properties CTC-066-02-01 08/08/2011 PRI(TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI(TST5878) Physical Properties CTC-068-02-01 08/08/2011 PRI(TST5878) Physical Properties CTC-070-02-01 08/08/2011 PRI(TST5878) Physical Properties CTC-071-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-093-02-01 08/08/2011 PRI(TST5878) Physical Properties CTC-116-02-01 04/03/2012 PRI(TST5878) Physical Properties CTC-183-02-01 10/04/2013 PRI(TST5878) Physical Properties CTC-259-02-01 12/11/2015 UL,LLC.(QUA9625) Quality Assurance Service Confirmation 03/09/2017 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL16709-R6 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Revision 6:06/20/2019 Page 2 of 4 • • NEMO I etc. 4. PRODUCT DESCRIPTION: This Evaluation Report covers Flintlastic® Modified Bitumen Roof Systems installed in accordance with CertainTeed Corporation published installation instructions and the Limitations / Conditions of Use herein. The following CertainTeed products make up the subject systems. TABLE 1:ROLL-GOODS FOR FLINTLASTIC®MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type Flintlastic®SA NailBase ASTM D4601 N/A II Glasbase'"'Base Sheet ASTM D4601 N/A II All Weather/Empire'Base ASTM D4601 N/A II Base Sheets FlexiglasT""Base ASTM D4601 N/A II Flintlastic""Base 20 ASTM D4601 N/A II Flintlastic Poly SMS Base Sheet ASTM D4601 N/A II Yosemite®Venting Base ASTM D4897 N/A II Ply Sheets Flintglas®Ply 4 ASTM D2178 N/A IV Flintglas®Premium Ply 6 ASTM D2178 N/A VI Flintlastic®APP Base T ASTM D6509 N/A N/A Base/Ply Membranes(APP) Flintlastic®STA ASTM D6222 S I Flintlastic®STA Plus ASTM D6222 S I Flintlastic®STA ASTM D6222 S I Flintlastic®STA Plus ASTM D6222 S I Flintlastic®GTA ASTM D6222 G I Cap Membranes(APP) Flintlastic®GTA CoolStar'"' ASTM D6222 G I Flintlastic®GTA-FR ASTM D6222 G I Flintlastic®GTA-FR CoolStar"" ASTM D6222 G I Flintlastic®SA PlyBase ASTM 01970 N/A N/A Black Diamond®Base Sheet ASTM D1970 N/A N/A Flintlastic SA Mid Ply ASTM D6163 S I Base/Ply Membranes(SBS) Flintlastic®Ultra Glass SA ASTM D6163 S I Flintlastic®Base 20 ASTM D6163 S I Flintlastic Base 20 T ASTM D6163 S I Flintlastic®Ultra Poly SMS Base Sheet ASTM D6164 S I Flintlastic®FR Dual Cap ASTM D6162 G I Flintlastic®SA Cap FR ASTM 06163 G I Flintlastic®SA Cap FR CoolStar'" ASTM D6163 G I Flintlastic®FR Cap 30 ASTM D6163 G I Flintlastic®FR Cap 30 CoolStar" ASTM D6163 G I Flintlastic®FR Cap 30 T ASTM D6163 G I Flintlastic FR Cap 30 T CoolStar'" ASTM D6163 G I Flintlastic®SA Cap ASTM D6164 G Cap Membranes(SBS) Flintlastic®SA Cap CoolStar'" ASTM D6164 G I Flintlastic FR-P ASTM D6164 G I Flintlastic®FR-P CoolStar'" ASTM D6164 G I Flintlastic"GMS ASTM D6164 G I Flintlastic®GMS CoolStar'" ASTM D6164 G I Flintlastic®GTS-FR ASTM D6164 G II Flintlastic®GTS-FR CoolStar" ASTM D6164 G II Flintlastic Premium FR-P ASTM D6164 G II Flintlastic®Premium FR-P CoolStar" ASTM 06164 G II NEMO ETC,LLC Evaluation Report C40710.12.13-R6 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16709-R6 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Revision 6:06/20/2019 Page 3 of 4 NEMO( etc. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are,in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.5 For recover installations,the existing roof shall be examined in accordance with FBC 1511. 5.6 The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the Appendix tables via "N/A" reference if the baseline system is"Not Applicable"to Zone 1 design pressure requirements. 5.7 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.8 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2)or 1609.3(3). 5.9 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 Flintlastic® Modified Bitumen Roof Systems shall be installed in accordance with CertainTeed Corporation published installation instructions,subject to the Limitations/Conditions of Use herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. System listings are based on allowable wind loads per FBC 1609 and a 2 to 1 margin of safety per FBC 1504.9. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625;(414) 248-6409, karen.buchmann@us.ul.com -THE 14-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report C40710.12.13-R6 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16709-R6 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Revision 6:06/20/2019 Page 4 of 4 • NEMO I etc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-5 2 Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6-8 3 Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 9-10 4 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 11-12 5 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite or gypsum-based roof board that meets the QA requirements of F.A.C.Rule 61620- 3 and is documented as meeting FBC 1505.1 and,for foam plastic,Chapter 26,when installed with the roof cover. 3. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the tables that follow via "N/A"reference if the baseline system is"Not Applicable"to Zone 1 design pressure requirements. 5. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 6. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. 7. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. TABLE A:CERTAINTEED FLINTLASTIC"MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 (Base and Ply sheets,Asphalt- Hot asphalt at 20-40 lbs/square Applied) Ply Flintglas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-AA Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40 lbs/square (SBS,Asphalt-Applied) Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Cap Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar Base Flintlastic Base 20 T;Flintlastic FR Base 20 T SBS-TA Torch-Applied Ply Flintlastic Base 20 T;Flintlastic FR Base 20 T pP (SBS,Torch-Applied) Cap Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS-FR;Flintlastic GTS-FR CoolStar NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 1 of 14 NEMO I etc. TABLE A(CONTINUED):CERTAINTEED FLINTLASTIC•MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS REFERENCE LAYER MATERIAL APPLICATION APP-TA Base Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus Torch-Applied (APP,Torch-Applied) Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-FR CoolStar Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply SBS-SA Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering (SBS,Self-Adhering) Cap Flintlastic SA Cap;Flintlastic SA Cap CoolStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar 8. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. The following summary is the basis for the attachment tables herein. Table B assumes a directionality factor Kd=0.85,no topographical variations Kzt=1.0,roof slope<7°for enclosed buildings,roof slope<2.4°for open buildings and unobstructed flow for open buildings,as defined in ASCE 7-10. TABLE B: ROOF CLADDING DESIGN PRESSURES,ALLOWABLE STRESS DESIGN,PASD(PSF) Ultimate Design Wind Speed-V,5(mph)-FBC Figures 1609A,1609B or 1609C Exposure Enclosure Roof Height(ft) Zone 120 130 140 150 160 170 180 1 -12.7 -14.9 -17.2 -19.8 -22.5 -25.4 -28.5 Open 0<h<30 2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9 -43.6 slope<2.4' 3 -38.0 -44.6 -51.7 -59.4 -67.5 -76.2 -85.5 unobstructed 1 -13.7 -16.1 -18.7 -21.5 -24.4 -27.6 -30.9 flow 30<h<40 2 -21.0 -24.7 -28.6 -32.9 -37.4 -42.2 -47.3 3 -41.2 -48.4 -56.1 -64.4 -73.3 -82.8 -92.8 B 1 -15.5 -18.2 -21.1 -24.3 -27.6 -31.2 -34.9 0<h<30 2 -26.1 -30.6 -35.5 -40.7 -46.3 -52.3 -58.6 Enclosed 3 -39.2 -46.0 -53.4 -61.3 -69.7 -78.7 -88.2 slope<7' 1 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 30<h<40 2 -28.3 -33.2 -38.5 -44.2 -50.3 -56.8 -63.7 3 -42.6 -50.0 -58.0 -66.5 -75.7 -85.5 -95.8 1 -15.4 -18.0 -20.9 -24.0 -27.3 -30.9 -34.6 0<h<15 2 -23.5 -27.6 -32.0 -36.8 -41.8 -47.2 -52.9 3 -46.1 -54.1 -62.8 -72.1 -82.0 -92.6 -103.8 1 -16.3 -19.1 -22.2 -25.4 -28.9 -32.7 -36.6 Open 15<h<20 2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0 -56.0 slope<2.4" 3 -48.8 -57.3 -66.5 -76.3 -86.8 -98.0 -109.9 C unobstructed 1 -17.7 -20.8 -24.1 -27.7 -31.5 -35.6 -39.9 flow 20<h<30 2 -27.1 -31.8 -36.9 -42.4 -48.2 -54.4 -61.0 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 30<h<40 2 -28.8 -33.8 -39.2 -45.0 -51.2 -57.8 -64.8 3 -56.4 -66.2 -76.8 -88.2 -100.3 -113.3 -127.0 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 2 of 14 0 0 2 M v C11 o n a CT< O f1 O (l 0 .. m O z D mm A O C 0- , O O A. N. N m j N n m m Ipn O N COO 0 O ,. 7 0 A F C 1,...,^ N A ro C 3 St a N N = a O_ lO 0L co A A N a. 13 A m to v L 70 Cr, W NJ W N W N F+ O M COO O to O O O to O O O v1 A A A A A A A A A A A A N S S S S S S 0 0- J S IA IA IA IA IA IA IA IA IA IA IA IA w A W NJ A W NJ A W N - O O O In O O O 1.11O O O N W NJ F+ W NJ F. W N F. W N F+ W N 1--- W NJ F. W N F+ W NJ F. W NJ F+ W N F. W NJ F. W N F.. s, N n m m 07 A.d - 01 A N 01 A N Ot A N VI U., N Ol W N 01 W N U1 N F' In N N In W N In WN V1 W N A W F+ r z 00 (n J In W Cr. O O A V CO N 01 W N W N F. CO LID LI:, In CO 00 CO 00 W A 01 V O W O V F+ CO N -I 0IA A F- O N J In N O J W IO N 00 FN+ O O 01 ID In lD In O1 W J F+ l0 In J A In O 01O1 i.01 D O z C 0. rn T Crb O 0 m Q� M O V .17 (1 ® 2 N 0 0 O 00 Ir Ij,l V in W V A N CO A N V W N V W N CO W N CO W N CO A N 01 A N U' W N In W N r 0. F+ O W F-- 01 O O F+ V CO V to 01 V l0 V' W V A CO In NJ In W 1-, CO In V A N U' CO l0 W In J NJ W Cl O N W 00 WV N O N F+ V O CO V Ot Lc, lD V Ot 00 F+ lD Ot In Lc, A A N A CO In N W A lD F' F' 0 a m rn m n F1 2 z 3 CoMI - 70 < A O N e IA < Ip 01 W 00 /n W W In W J in W lD A W 00 A N V A N V W N V In W V A N 01 A N 01 A N r > N D W 1-, 01 CO CO In N A N 00 N F+ O 01 O In W CO VD O 01 01 CO In ID N N A IO LID CO In J A W Lr, A I O CO 00 In 00 O A J 01 In N . - O O J J 01 Co J 01 --. Co A W J A V J 01 CO CO N CO - V 0C 0 D H � 00I w m O o 2 0 5g o CO N In F+ ora 0 M i00 C N A. V A CO A CO 01 W CO In U) In W l0 V1 W CO A W CO A N CO 01 W CO In W J In W V A NJ N 'n V001 F-1 N ,, V O A N V O VD In N A CO O N V 01 O V A ID . O 01 V1 V A CO N . A ID VD 0U1 7 G ? W O W In N to Co A N CO V 00 In A N 00 CO J V1 W In - O to F' Co O O 00 W N A A In N ND A NO O to `s 3 v s F' 00 A F' J A V A F' 01 A F' 01 W " UW IA W CO UW 01 A CO 01 W Co 61 W CO UW 1+••• FN-N O 00 U1 O1 In OV F+ N ON 00 O V O IO F~-. J V A W A ID O W ,..9 CO N V A 00 IO VD In A 01 W .0m in V - in 00 V 01 In CO 01 N CO J O N CO F+ i, N F+ V A J F+ 01 OO O CO CO J CO O1 In J W In w C 13.1 O 7 00 ro 0 O '�' ''' LD ii-1 F+ 00 V1 F' 00 A F' V A F'' 01 A 11' 01 A F' 01 W 11' NJ w F'' V A F' V A 01 A lD 01 W F+ AJ 1--` A ow 01 F-` r 0 co V to N V A A N V O l0 N V V 5 V 01 Q W W 2 J O V1 W V VO O N 1--- W A J CO A V F-' W C' ID 00 u+ W A V O N N N A J W N N CO N N 1-A 01 V1 00 V O f::::4 D r "0 70 N ,, F g J ' W Z O. o m MX 0 _ g !" 01 O O T In O 0 A V 61 W o l!1 N OO In A V A A V A w V A N A A w V Ill N 00 A V A p A r O OJ 01 m W N O V J O W 01 F'' ID Q1 1p F.. N V F, J A A 1--` F,, V F+ W N 00 W (n A J N N O N N 01 00 N CO N N CO �-+ In CO W W A O O J CO N N CO W O W - O - N CO in N CO A CO 1-+ N A rD 0 NJ O re� o `P n r 01 a A IO 01 NNEMO I etc. TABLE 1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.); Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) Anchor Sheet Base Insulation Top Insulation Roof Cover Attach System Deck MDP No. (See Note 1) TypeStaggered (PO) Fasteners At Lap Center Rows Type Attach Type Attach Base Ply Cap W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)ANCHOR SHEET ATTACHMENT: Glasbase,All 32 ga.,1-5/8- Min.1.5-inch Min.0.25-inch (Optional) Hot Hot BP-AA, Min.19/32- Weather Empire, inch dia.tin ACFoam II, DensDeck primed BP-AA, SBS-AA, asphalt, asphalt, SBS-AA, W-1 inch plywood; Flexiglas Base, caps with 11 3 8 3 8 FlintBoard ISO, with ASTM D41 SBS-AA, SBS-TA or -52.5 full full SBS-TA or See Note 1 Poly SMS or ga.annular ring ENRGY-3,H-Shield primer or DensDeck SBS-TA or APP-TA Ultra Poly SMS shank nails or Multi-Max FA3 coverage Prime coverage APP-TA APP TA SYSTEM W-1;ZONE 2&3;PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: Ultimate Design Wind Speed—Vui,(mph) Roof Height Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y 2 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 - 3-Corners 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 6 4 6 7 5 7 B 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h<30 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 Enclosed . 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 7 4 7 30<h<40 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 6 4 6 7 5 7 6 5 6 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6 6 5 6 C Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 20<h<30 3-Corners 8 3 8 7 3 7 6 3 6 6 4 6 7 5 7 6 5 6 N/A 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 8 30<h<40 3-Corners 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 615 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 4 of 14 NEMO I etc. TABLE 1(CONTINUED): WOOD DECKS—NEW CONSTRUCTION OR REROof(TEAR-OFF);SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.); Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SYSTEM W-1;ZONE 2&3;PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: Ultimate Design Wind Speed—Von(mph) Roof Height Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 0<h<15 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 6 5 6 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A C Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 20<h<30 3-Corners 7 3 7 7 3 7 7 4 7 6 4 6 6 5 6 N/A N/A 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 30<h<40 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 8 0<h<15 ' 3-Corners 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6 6 5 6 N/A 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 8 4 8 15<h<20 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 20<h<30 ' 3-Corners 7 3 7 7 4 7 6 4 6 6 5 6 N/A N/A N/A 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 8 8 5 8 - 30<h<40 3-Corners 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A N/A D 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 0<h<15 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 2-Perimeters 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 7 4 7 15<h<20 3-Corners 7 3 7 7 4 7 6 4 6 7 5 7 N/A N/A Enclosed 2-Perimeters 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 20<h<30 N/A 3-Corners 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 2-Perimeters 8 3 8 7 3 7 7 3 7 7 4 7 7 4 7 30<h<40 N/A 3-Corners 6 3 6 7 4 7 7 5 7 6 5 6 N/A NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 5 of 14 • NEMO I etc. TABLE 2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover No. (See Note 1) Base Insulation Layer MDP(psf) Type Fasteners Attach Base Ply Cap SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)INSULATION ATTACHMENT: Min.1.5-inch ACFoam II,FlintBoard ISO, Flintfast 3 in.Insulation Pattern#1 (Optional) Min.19/32-inch (Optional)One or more layers, H-Shield or FlintBoard ISO H primed with Plates with FlintFast#12 2 1 per 2 ft SBS-SA SBS-SA -45.0 W-2 plywood;See Note 1 any combination,loose laid FlintPrime or FlintPrime SA or#14 SBS-SA Note: Board and stress plates shall be primed with FlintPrime for all Zone 2&3 installations INSULATION ATTACHMENT PATTERN REFERENCES: PATTERN#1: PATTERN#2: PATTERN#3: PATTERN#4: PATTERN#5: 1per2ft2 lper 1.45ft2 lper 1.33ft2 lper 1.14ft2 I. 1perlft2 I�►I - - 4-1.0-1 1'4i-°°-'Ii.I• " .I , •I 1 toi1 + + + + + + + + + + + + 63 + + + + + +y + + + + + + + + + + ++ + + + + + 9 + + + + 9 7. + + + 'O + + + -E tsi CF m + + m + + + §' + + + m tl C u _ — _ C = C G + + + + A G + + + + 1 + + N + + + . + + + H , co n N + ,y Lre L u- + + + N + + + + ' CCV mr D + + + N + + + N 1 + + + + + + + + T + + + + + - i + + + + + + + + SYSTEM W-2;ZONE 1,2&3;FIELD,PERIMETER&CORNER AREA INSULATION ATTACHMENT: Roof Height Ultimate Design Wind Speed—Wit(mph) Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<30 2-Perimeters #1 #1 #1 #1 #1 #1 #1 3-Corners #1 #1 #2 #2 #4 #5 #5 B Open 1-Field #1 #1 #1 #1 #1 #1 #1 30<h<40 2-Perimeters #1 #1 #1 #1 #1 #1 #2 3-Corners #1 #2 #2 #3 #4 #5 #5 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 6 of 14 ©NEMoIetc. TABLE 2(CONTINUED): WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER . SYSTEM W-2;ZONE 1,2&3;FIELD,PERIMETER&CORNER AREA INSULATION ATTACHMENT: Roof Height Ultimate Design Wind Speed—V/,Is(mph) Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<30 2-Perimeters #1 #1 #1 #1 #2 #2 #2 3-Corners #1 #2 #2 #3 #4 #5 #5 B Enclosed 1-Field #1 #1 #1 #1 #1 #1 #1 30<h<40 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #1 #2 #2 #4 #4 #5 #5 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<15 2-Perimeters #1 #1 #1 #1 #1 #2 #2 3-Corners #1 #2 #3 #4 #5 #5 N/A 1-Field #1 #1 #1 #1 #1 #1 #1 15<h<20 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #2 #4 #5 #5 N/A N/A Open 1-Field #1 #1 #1 #1 #1 #1 #1 20<h<30 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #3 #4 #5 #5 N/A N/A 1-Field #1 #1 #1 #1 #1 #1 #1 30<h<40 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #4 #5 #5 N/A N/A N/A C 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<15 2-Perimeters #1 #1 #1 #2 #2 #3 #4 3-Corners #2 #2 #3 #4 #5 #5 N/A 1-Field #1 #1 #1 #1 #1 #1 #1 15<h<20 2-Perimeters #1 #1 #2 #2 #2 #4 #4 3-Corners #2 #2 #4 #5 #5 N/A N/A Enclosed 1-Field #1 #1 #1 #1 #1 #1 #2 20<h<30 2-Perimeters #1 #1 #2 #2 #3 #4 #5 3-Corners #2 #3 #4 #5 N/A N/A N/A 1-Field #1 #1 #1 #1 #1 #2 #2 30<h<40 2-Perimeters #1 #2 #2 #3 #4 #5 #5 3-Corners #2 #4 #5 #5 N/A N/A N/A NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 7 of 14 ONEMO I etc. TABLE 2(CONTINUED): WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER SYSTEM W-2;ZONE 1,2&3;FIELD,PERIMETER&CORNER AREA INSULATION ATTACHMENT: Roof Height Ultimate Design Wind Speed—V,,,,(mph) Exposure Enclosure Zone (ft) 120 130 140 150 160 170 180 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<15 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #4 #4 #5 N/A N/A N/A 1-Field #1 #1 #1 #1 #1 #1 #1 15<h<20 2-Perimeters #1. #1 #1 #2 #2 #2 #4 3-Corners #2 #4 #5 #5 N/A N/A N/A Open 1-Field #1 #1 #1 #1 #1 #1 #2 20<h<30 2-Perimeters #1 #1 #1 #2 #2 #3 #4 3-Corners #3 #4 #5 N/A N/A N/A N/A 1-Field #1 #1 #1 #1 #1 #1 #2 30<h<40 2-Perimeters #1 #1 #2 #2 #3 #4 #4 3-Corners #4 #5 #5 N/A N/A N/A N/A D 1-Field #1 #1 #1 #1 #1 #2 #2 0<h<15 2-Perimeters #1 #1 #2 #2 #4 #5 #5 3-Corners #2 #4 #5 #5 N/A N/A N/A 1-Field #1 #1 #1 #1 #1 #2 #2 15<h<20 2-Perimeters #1 #2 #2 #3 #4 #5 #5 3-Corners #3 #4 #5 #5 N/A N/A N/A Enclosed 1-Field #1 #1 #1 #1 #2 #2 #2 20<h<30 2-Perimeters #1 #2 #2 #4 #5 #5 #5 3-Corners #3 #5 #5 N/A N/A N/A N/A 1-Field #1 #1 #1 #1 #2 #2 #3 30<h<40 2-Perimeters #2 #2 #3 #4 #5 #5 N/A 3-Corners #4 #5 #5 N/A N/A N/A N/A NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 8 of 14 NEMoIetc. TABLE 3: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE D: INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.); Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) Insulation Layer(s) Base or Anchor Sheet Roof Cover Attach System Deck MDP No. (See Note 1) Type Attach Base Fasteners At Lap Staggered Center Ply Cap (psf) Rows(s) W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)BASE SHEET ATTACHMENT: Min.15/32- Min.1.5-inch,One Glasbase;Flexiglas;Flintlastic (Optional)BP-AA, SBS-AA, Prelim. Flintfast 3 in.Insulation Plates W-3 inch plywood; or more layers,any Base 20;Poly SMS Base;Ultra 4 6 3 6 SBS-AA,SBS-TA or SBS-TA or -97.5 Attach with FlintFast#12 or#14 APP-TA APP-TA See Note 1 combination Poly SMS Base;Yosemite SYSTEM W-3;ZONE 2&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed-V„it(mph) Roof Height Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Open 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 B 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Enclosed 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 15<h<20 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 C Open 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 • 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 9 of 14 NEMO I etc. TABLE 3(CONTINUED): WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE D: INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH o.c.); Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SYSTEM W-3;ZONE 2&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed—V„,(mph) Exposure Enclosure Roof Height Zone 120 130 140 150 160 170 180 (ft) X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 .. 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 15<h<20 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 C Enclosed 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 7 5 7 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 15<h<20 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 7 5 7 Open 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 5 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 6 5 6 D 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 15<h<20 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 4 6 6 4 6 6 5 6 Enclosed 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3-Corners 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 6 5 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 30<h<40 - 3-Corners 6 3 6 6 3 6 6 3 6 6 4 6 6 4 6 6 5 6 6 5 6 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 10 of 14 ©I NEMO I etc. TABLE 4: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER . NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.); Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) Base Sheet Roof Cover System Deck Attachment Y MDP(psf) No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ply Cap W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)BASE SHEET ATTACHMENT: 32 ga.,1-5/8-inch dia.tin (Optional)SBS- W-4 BS W 4 Min.19/32-inch (O0p )Flintlastic SA NailBase caps with 11 ga.annular 2 8 3 8 SBS-SA -60.0 plywood;See Note 1 SA ring shank nails SYSTEM W-4;ZONE 2&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed—Volt(mph) Roof Height Exposure Enclosure (n) Zone 120 130 140 150 160 170 180 X Y 2 X Y Z X Y 2 X Y Z X Y 2 X Y Z X Y Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 5 4 5 5 4 5 B 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 5 4 5 5 4 5 5 5 5 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 15<h<20 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 5 5 5 C Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 20<h<30 3-Corners 8 3 8 7 3 7 7 3 7 5 4 5 5 4 5 5 5 5 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 30<h<40 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 11 of 14 NEM° I etc. TABLE 4(CONTINUED): WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.); Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SYSTEM W-4;ZONE 2&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed—V„n(mph) Exposure Enclosure Roo(ft;fight Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y 2 X Y Z X Y Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h<15 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 15<h<20 3-Corners 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 C Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 5 3 5 20<h<30 3-Corners 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 30<h<40 3-Corners 8 3 8 7 3 7 5 3 5 4 3 4 4 4 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 0<h<15 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 5 3 5 15<h<20 . 3-Corners 8 3 8 7 3 7 6 4 6 5 4 5 5 5 5 4 5 4 4 5 4 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 6 4 6 20<h<30 3-Corners 8 3 8 6 3 6 5 4 5 5 4 5 5 5 5 4 5 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 6 4 6 30<h<40 - 3-Corners 7 3 7 6 4 6 5 4 5 5 5 5 4 5 4 4 5 4 4 6 4 D 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 0<h<15 3-Corners 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 3 4 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 5 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 20<h<30 3-Corners 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 4 5 4 4 6 4 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 3 4 30<h<40 N/A 3-Corners 7 3 7 4 3 4 4 3 4 4 4 4 4 5 4 4 5 4 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 12 of 14 NEMo I etc. TABLE 5: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER . NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.); Y=MINIMUM 8 OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) Base Sheet Roof Cover System Deck Attachment MDP(psf) No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ply Cap W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)BASE SHEET ATTACHMENT: Glasbase;Flexiglas;Flintlastic Min.19/32-inch Base 20;All Weather/Empire 32 ga.,1-5/8-inch dia. BP-AA,SBS-AA, SBS-TA W-5 tin caps with 11 ga. 4 8 3 8 SBS-TA or APP- SBS AA, -60.0 plywood;See Note 1 Base;Poly SMS Base;Ultra or APP-TA Poly SMS Base;Yosemite annular ring shank nails TA SYSTEM W-5;ZONE 2&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed—Vui,(mph) Roof Height Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X V Z X Y Z X V Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 B 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 6 3 6 4 3 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 30<h<40 - 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 15<h<20 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 4 5 4 C Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 20<h<30 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 5 5 5 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 30<h<40 . 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 13 of 14 NEMO I etc. TABLE 5(CONTINUED): WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.); Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SYSTEM W-5;ZONE 2&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed—Vs(mph) Roof Height Exposure Enclosure (ft) Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h<15 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 15<h<20 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 C Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 20<h<30 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 30<h<40 3-Corners 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h<15 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 4 5 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 6 4 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 4 6 20<h<30 3-Corners 7 3 7 6 3 6 5 4 5 5 4 5 5 6 5 4 6 4 4 6 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 6 4 6 30<h<40 - 3-Corners 7 3 7 6 3 6 5 4 5 4 4 4 4 5 4 4 6 4 N/A D 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 0<h<15 - 3-Corners 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 5 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 20<h<30 3-Corners 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 4 6 4 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 30<h<40 N/A 3-Corners 7 3 7 6 3 6 4 3 4i 4 4 4 4 5 4 4 5 4 NEMO ETC,LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 14 of 14