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1021 ATLANTIC BLVD - METAL ROOF r3 s, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 -,;3 15 7,1 �%' INSPECTION PHONE LINE 247-5814 ROOF NON SHINGLE - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ROOF18-0083 Description: Metal Roof System Estimated Value: 344500 Issue Date: 8/10/2018 Expiration Date: 2/6/2019 PROPERTY ADDRESS: Address: 1021 ATLANTIC BLVD 953-975 RE Number: 177602 0040 PROPERTY OWNER: Name: EQUITY ONE ATLANTIC VILLAGE INC Address: 1600 NE MIAMI GARDENS DRATTN: TREASURY DEPT NORTH MIAMI BEACH, FL 33179 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: ROOF CONTROL SERVICES Address: 11748 OSPREY POINT BLVD CLERMONT, FL 34711 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. nvxko 4 . '" CITY OF ATLANTIC BEACH t 800 Seminole Road a Atlantic Beach,Florida 32233 REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date 6--E — / Revision to Issued Permiti'Corrections to Comments Permit# 008,2 Project Address /08 1 61['9N1 It- evc/ Contractor/Contact Name ecoc tb uA-f / 52// 5 (t a Phone cio f sco L70 r7 Email J k; ( I nee Q p 00-P 0:).0\461 • ec'e` Description of Proposed Revision/Corrections: Permit Fee ue $ SCS-co 4114-0u4/ (,00.e0AYI0A) Additional Increase in Building Value $ Additional S.F. By signing below,I \ d, fCt lime' 0 affirm the Revision is inclusive of the proposed changes. -(printed name) i �. -3 .....,/6 Signatu sof Contr. tor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved /( Denied Not Applicable to Department PP PP P Revision/Plan Review Comments Department Review Required: in uiidin J'�' 1 lanning & Zoning eviewed By Tree Administrator Public Works � _ 7 � � �y Public Utilitiesj� Public Safety Date Fire Services 0 .a Building Permit Application Updated 12/8/17 wa m City of Atlantic Beach `,,;,v- 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: 1021 ATLANTIC BLVD Permit Number: Legal Description 38-2S-29E CASTRO Y FERRER GRANT PT RECD O/R 8130-2297 RE# R-177602-0040 Valuation of Work(Replacement Cost)$ 344,500.00 Heated/Cooled SF --er Non-Heated/Cooled 8t '(/( SF • Class of Work(Circle one): New AdditiorQlteration>epair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): �ommercia Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit o No Tree Removal Describe in detail the type of work to be performed: Remove Existing Roof tile and install new standing seam metal roof system a_ Florida Product Approval# FL15839.2 FL10450 R9 for multiple products use product approval form 7st Property Owner Information c Name: Regency Centers, LP Address: One Independent Drive Suite 114 LIJ 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 LI_ Contractor Information , Name of Company: Roof Control Services Qualifying Agent: J. Todd Griffin Address 6900 Phillips HWY Suite 42 City Jacksonville State FL Zip 32216 Office Phone 904-527-8052 Job Site/Contact Number Joe KiIImtr a State Certification/Registration# CC-0057884 E-Mail jkillmer@roofcontrol.com "Q Architect Name&Phone# Engineer's Name&Phone# C) t Workers Compensation Bridgefield Employers Ins. Co. 12/31/2018 Exempt/Insurer/Lease Employees/Expiration Date a = J Z 1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal 'col O commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws reg t e 0 construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SOHN Z E.W.. WELLS,POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requiremer(t)q hg C) gi permit,there may be additional restrictions applicable to this property that may be found in the public records of this coubCly,pidQ 0 there may be additional permits required from other governmental entities such as water management districts,state agr i*c Z federal agencies. e� p„ Ui- N }- OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance MIA akt I_" Z applicable laws regulating construction and zoning. LL W , O0.ww $:WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT win_ w ? o RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INVE w TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 5 cc W RECO ING YOUR NOTICE OF COMMENCEMENT. " 5 (Signature of Owner or Agent) 1 (Signature. on -ctor) (including contractor) r redtfandnsworn to(or affirmed before me this /7ddayof S�d and sworn to(or affirmed)before me this Z.7day of ,_d r,by Co[< �,,<JG-•- J A �(__IILI- ' , /g , by , - tEs 2A�1. �rar:?,(� WENDI HILL. ;/ �. /� MY COMMISSION/FF 178391 1r/s'A ` -� �--^ EXPIRES:November 20,2018 (Signature of Notary) - - — - r,,,.d^° Bated TM,Budget Nobly Serri es 1a'V;'r""�a,, JULIA LEANNE MARKESE ' rsonally Known OR 'ersonally Known OR fir \ Notary Public-State of Florida [ ]Produced Identification [ ]Produced Identification I. Commission 0 GG 088996 Type of Identification: Type of Identification: 14,_;;1.-.44. My Comm.Expires Mar 30,2021 �� Bonded through National Notary Assn MIAMH DE COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economv Petersen Aluminum Corporation 102 Northpoint Parkway Acworth,Georgia 30102 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Snap Clad.032"(min.)x 16"and 18" Wide Aluminum Panel over Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0129.08 and consists of pages 1 through 5. The submitted documentation was reviewed by Hamley Pacheco,P.E. NOA No.: 16-1107.09 MIAMIOADE CO Expiration Date:03/13/19 APPROVED , Approval Date:01/19/17 Page 1 of 5 ROOFING SYSTEM APPROVAL: Category Roofing Sub-Category: Metal,Panels(Non-Structural) Material: Aluminum Deck Type: Wood Maximum Design Pressure: -153.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Snap-Clad.032"x Length: various TAS 110 Corrosion resistant preformed standing seam, 18"Wide Aluminum Height: 1 3/." coated,pre-finished aluminum panels. Panel Width: 16"& 18" Thickness 0.032" Min. Yield Strength: 26 ksi Individual Clip Length: 3.5" TAS 110 20 ga. galvanized steel clip with 2 holes,or Height: 1.875" 20 ga. stainless steel clip with 2 holes. Width: 1.982" Thickness: 20 ga EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 11/21/11 Valspar 433B173 ASTM D 4587,ASTM G 23 11/21/11 Architectural Testing 73784.01-109-18 TAS-100 08/10/07 D0841.01-450-18-r2 TAS-125 10/03/16 -� NOA No.: 16-1107.09 MIAM APPROVED� 11OUNTY 1 Expiration Date: 03/13/19 Approval Date:01/19/17 Page 2 of 5 APPROVED ASSEMBLIES: System: Snap-Clad .032"x 16"or 18" Wide Aluminum Panel Deck Type: Wood,Non-insulated Deck Description: New Construction 19/32"or greater plywood or wood plank,or for re-roofing 15/32"or greater plywood. Slope Range: 2":12"or greater Maximum Uplift See Table A Below Pressure: Deck Attachment: In accordance with applicable Building Code,but in no case shall it be less than 8d x 2" ring shank nails spaced 6"o.c. In reroofing,where the deck is less than 19/32"thick (Minimum 15/32")The above attachment method must be in addition to existing attachment. Underlayment: Minimum Underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side-lap and 6"end-laps.Underlayment shall be fastened with corrosion resistant tin-caps and 12 gauge 1 'A"annular ring-shank nails,spaced 6"o.c.at all laps and two staggered rows 12"o.c.in the field of the roll. Or,any approved Underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in PAC Contractors Association's Roofing Installation Manual. Metal Panels and Install the" Snap-Clad.032"x 18"Wide Aluminum Panel"panels including flashing Accessories: penetrations,valleys,end laps and accessories in compliance PAC Contractors Association's current,published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Panels shall be installed along the rib with SNAP CLAD Clips secured with#10 x 1.5" pancake head screws(2 per clip);the screws shall be of sufficient length to penetrate through the sheathing a minimum of 3/I6".The female rib of panel is snapped over the male rib of panel. Panel clips shall be spaced a maximum distance listed below in Table A. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures -86 psf. -153.5 psf Clip Type Individual Individual Maximum Clip Spacing 24"o.c. 6"o.c. 1.Extrapolation shall not be allowed NOA No.: 16-1107.09 MIAMI DADS COUNTY Expiration Date:03/13/19 APPROVED Approval Date:01/19/17 Page 3 of 5 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. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e. field,perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). 3. Panels may be roll formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAMIDADE COUNTY APPROVED 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 6. Panels may be shop or jobsite roll formed with machine model#10110884,E00578860 or 01110072 from PAC Contractors Association. NOA No16-1107.09 MIAMFOU� Expiration Date:03/13/19APPROVED Approval Date:01/19/17 Page 4 of 5 PROFILE DRAWINGS 16" or 18" 1-3/4" 1 1-5/8" Optional factory Stiffening ribs and or field applied striations optional. sealant bead 1.875" 1.982" CLIP END OF THIS ACCEPTANCE NOA No.: 1 03/13/19 MIAMFDiADE COUNTY Expiration Date:03/13/19 APPROVED Approval Date:01/19/17 Page 5 of 5 EXTERIOR RESEARCH& DESIGN, LLC. Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Tarco Roofing Evaluation Report 10880.07.08-R9 One Information Way,Suite 225 FL10450-R9 Little Rock,AR 72202 Date of Issuance:07/11/2008 (254)913-7750 Revision 9: 10/03/2017 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Tarco Roof Underlayments LABELING: Labeling shall be in accordance with the requirements 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. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD 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 "Trinity'ERD 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 10. Prepared by: stttrrr .��eS`•,1• • F its i, • lft Robert J.M.Nieminen,P.E. ,.c'•r" , �•.•-•:�,,,. �'-- The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 .''�S�r^r;q1.��.`` P.E.on 10/03/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. Trinity ERD 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 TrinitylERD 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Tarco Roof Underlayments,as produced by Tarco Roofing,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 Uplift FM 4474 2011 1507.1.1,T1507.1.1 Physical Properties ASTM D226 2009 1507.1.1,T1507.1.1 Physical Properties ASTM D4869 2016 1507.1.1,T1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.2.9.2 Physical Properties ASTM D3909 2012 1507.2.9.2,FRSA/TRI April 2012 Physical Properties ASTM D6380 2013 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 FRSA/TRI April 2012 Physical Properties ASTM D6164 2011 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) FRSA/TRI April 2012(04-12) T33190.08.10 08/06/2010 ERD(TST6049) ASTM D1970 T32530.08.10 08/17/2010 ERD(TST6049) ASTM D1970 T30160.08.09-R1 10/12/2010 ERD(TST6049) FM 4474 T37610.07.11 06/29/2011 ERD(TST6049) ASTM D3909 T40780.04.12 04/06/2012 ERD(TST6049) ASTM D6380 T40790.04.12 04/06/2012 ERD(TST6049) ASTM D6164 T35410.04.12 04/18/2012 ERD(TST6049) ASTM D1970 T45250.04.13-R2 04/23/2013 ERD(TST6049) FRSA/TRI April 2012(04-12) 743930.09.13-R2 09/11/2013 ERD(TST6049) ASTM D226&D4869 SC4950.02.14-R2 06/25/2014 ERD(TST6049) ASTM D1970 TAR-5C9480.15 07/02/2015 ERD(TST6049) FM 4474 TAR-SC8020.14 12/03/2015 ERD(TST6049) FM 4474 TAR-5C5670.03.16 03/21/2016 ERD(TST6049) FM 4474 76460.06.07-R2 05/26/2017 ERD(TST6049) ASTM D226 TAR-SC13965.02.17-R1 05/17/2017 ERD(TST6049) FBC 1507.1.1(Exception) TAR-SC16115.17 10/02/2017 ERD(TST6049) FRSA/TRI April 2012(04-12) TAR-SC16115.17 10/02/2017 PRI(TST5878) ASTM D1970 BRY-018-02-01 08/11/2003 PRI(TST5878) ASTM D1970 BRY-017-02-01 08/11/2003 PRI(TST5878) ASTM D226 TOT-014-02-02 05/18/2004 PRI(TST5878) ASTM D226 TOT-015-02-02 05/24/2004 PRI(TST5878) ASTM D4869 TOT-009-02-01 09/14/2004 PRI(TST5878) ASTM D4869 TOT-009-02-02 09/14/2004 PRI(TST5878) ASTM D226 TOT-041-02-01 05/24/2006 Miami-Dade(CER1592) FBC HVHZ Certification 16-1116.09 01/12/2017 Tarco Roofing Adhesive compound Affidavit 12/15/2015 UL,LLC.(QUA9625) Quality Assurance Service Confirmation Exp.06/28/2020 Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 CertifcateofAuthorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 2 of 10 TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: LeakBarrier' MS300 Ice and Water Armor is a self-adhering, glass mat reinforced, mineral surfaced, SBS ed#ied-r,o4f-undgr1u ;=i e 4IKP LeakBarrier' P• S200HT Ice and Water Armor is a self-adhering, glass mat reinforced, fabric surfaced, SBS 'r modified� roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012(04-12). LeakBarrier P5200 Ice and Water Armor is a self-adhering, glass mat reinforced, smooth poly film surfaced,SBS modified roof underlayment; meets ASTM D1970. LeakBarrier NR500HT is a self-adhering, plastic film surfaced,modified underlayment; meets ASTM D1970. LeakBarrier S• S400 Ice and Water Armor is a self-adhering, fiberglass reinforced, smooth surfaced modified underlayment; meets ASTM D1970. 4.2 Mechanically Fastened Underlayments: Tarco 15 is an asphalt-saturated organic felt; meets ASTM D226,Type I. Tarco 30 is an asphalt-saturated organic felt; meets ASTM D226,Type II. Tarco NO 30 is an asphalt-saturated organic felt; meets ASTM D4869,Type II. LeakBarrier EasyLay is an asphalt-coated polyester fabric roof underlayment; meets physical requirements of ASTM D226,Types I and II. 4.3 Mechanically Fastened and/or Bonded Underlayments: Fiberglass Mineral Surfaced Roll Roofing is a glass-fiber-reinforced, asphalt-coated, granule surfaced underlayment used as a valley liner; meets ASTM D3909. ASTM Organic Mineral Surface Tile Underlayment is an asphalt-saturated organic roll roofing sheet; meets ASTM D6380,Class M. LeakBarrier EasyMor" SBS is a polyester reinforced,SBS modified bitumen roofing underlayment; meets FRSA/TRI April 2012(04-12). 4.4 Mechanically Fastened Base Sheets: LeakBarrier E• asylay. UDL 15 consists of a woven-polymeric scrim with a textured fabric on the top surface; meets FBC 1507.1.1 (Exception). Within this Evaluation Report, it is used as a base sheet in multi- ply underlayment systems. See FBC File No. FL16884 use as a stand-alone roof underlayment. LeakBarrier E• asyLay UDL Basic consists of a woven-polymeric scrim with a textured fabric on the top surface; meets FBC 1507.1.1 (Exception). Within this Evaluation Report, it is used as a base sheet in multi- ply underlayment systems. See FBC File No. FL16884 use as a stand-alone roof underlayment. LeakBarrier. E• asylay. UDL 50 consists of a woven-polymeric scrim with a non-woven fabric on the top surface and a rubberized polymeric coating on the back surface; meets FBC 1507.1.1 (Exception). Within this Evaluation Report, it is used as a base sheet in multi-ply underlayment systems. See FBC File No. FL16884 use as a stand-alone roof underlayment. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity ERD 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 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 3 of 10 TRINITY ERS 5.4 Tarco Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate LeakBarrier MS300 Yes No No No Yes Yes LeakBarrierP5200"T Yes Yes Yes Yes Yes Yes See 5.5.2 • „MU S^ 1 LeakBarrier NR500HT Yes No No Yes Yes Yes (No copper or zinc) i ea tamer 11 'es +O �o O es es Yes Yes LeakBarrier EasyLay Yes (as base sheet In (as base sheet in Yes Yes Yes multi-ply system) multi-ply system) LeakBarrier EasyLay UDL 15, Yes Yes Yes Yes Yes Yes UDL Basic or UDL 50 (See FL16884) (as base sheet In (as base sheet in (See F116884) (See FL16884) (See FL16884) multi-ply system) multi-ply system) Tarco 15 Yes No No Yes Yes No Yes Yes Tarco 30 Yes (as base sheet in (as base sheet in Yes Yes Yes multi-ply system) multi-ply system) Tarco NO 30 Yes No No Yes Yes Yes Fiberglass Mineral Surfaced Yes Roll Roofing Valley Liner per No No No No No 1507.2.9.2(2) ASTM Organic Mineral No Yes Yes No No No Surface Tile Underlayment See 5.5.2 LeakBarrier EasyMop SBS No Yes Yes No No No See 5.5.2 5.5.1 Tarco 15,Tarco 30,Tarco NO 30 and EasyLay may be used as a mechanically attached base layer followed by a LeakBarrier self-adhering top layer or asphalt-applied ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS with allowable roof covers noted above for the respective top layer underlayments. 5.5.2 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS' Adhesive Florida Product Underlayments Approval ICP Adhesives Polyset®AH 160 FL6332 LeakBarrier P5200"T,ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 4 of 10 TRINITY ERD 5.6 Allowable Substrates: 5.6.1 Direct-bond to deck: LeakBarrier MS300, LeakBarrier P5200"T, LeakBarrier P5200mu, LeakBarrier NR500HT or LeakBarrier SS400 self-adhered to: New untreated plywood(unprimed or primed with ASTM D41 primer); Existing plywood (unprimed or primed with ASTM D41 primer); y New or existing OSB(unprimed or primed with ASTM D41 primer); 7 Structural concrete(unprimed or primed with ASTM D41 primer). Note: Tarco does not require priming of new or existing plywood or OSB sheathing. New or existing sheathing should be cleaned of all dirt and debris prior to application of LeakBarrier membranes. ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS in hot asphalt to: ASTM D41 primed structural concrete. Note: Refer to Section 5.6.4 for uplift limitations associated with direct-deck underlayment installations where the overlying roof cover is foam-on tile roofing. 5.6.2 Bond to Mechanically Attached Base Sheet: LeakBarrier MS300, LeakBarrier PS200"T, LeakBarrier PS200"', LeakBarrier NR500HT or LeakBarrier SS400 self-adhered to: ASTM D226,Type I or II felt; ASTM D4869 felt; i LeakBarrier EasyLay, LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50. ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS in hot asphalt to: ASTM D226,Type I or II felt; ASTM D4601,Type II base sheet. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein,or as tested in accordance with FBC 1504.3.1. 5.6.3 Bond to Other Substrate Types: LeakBarrier MS300, LeakBarrier PS200"T, LeakBarrier PS200M', LeakBarrier NR500HT or LeakBarrier SS400 self-adhered to ASTM D41 primed metal(flashing metal,valley metal,etc.) 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for • - .i'i. '.* 0 •- '!i i . lo..S. #1 Maximum Design Pressure=-75.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction Primer: (Optional)ASTM D41 Base Ply: (Optional)LeakBarrier PS200Mu,self-adhered. Underlayment: LeakBarrier PS200"T,self-adhered. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVH2 EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 5 of 10 TRINITY ERD #2 Maximum Design Pressure=-120.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction Primer: (Optional)ASTM D41 Joint Treatment: Plywood joints are covered with 4-inch wide strips of LeakBarrier PS200Mu or LeakBarrier EasyBase, rolled into place to create continuous bond Base Ply: (Optional)LeakBarrier PS200Mu,self-adhered Underlayment: LeakBarrier PS200HT,self-adhered. #3 Maximum Design Pressure=-217.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM 041 Base Ply: (Optional)LeakBarrier P5200Mu,self-adhered Underlayment: LeakBarrier PS200HT,self-adhered. #4 Maximum Design Pressure=-45.0 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay UDL 15,LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls);See FBC FL16884. Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch wide side laps and 8"o.c.at three(3)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200MU,self-adhered Underlayment: LeakBarrier PS200HT,self-adhered. #5 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 7"o.c.at the 4-inch wide side laps and 7"o.c.at three(3)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200Mu,self-adhered Underlayment: LeakBarrier PS200HT,self-adhered. #6 Maximum Design Pressure=-60.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls);See FBC FL16884. Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch wide side laps and 6"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier P5200Mu,self-adhered Underlayment: LeakBarrier PS200HT,self-adhered. #7 Maximum Design Pressure=-82.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay Fasteners: Simplex MAXX Cap Fasteners Spacing: 8"o.c.at the 4-inch wide side laps and 8"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200MU,self-adhered Underlayment: LeakBarrier PS200HT,self-adhered. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 6 of 10 TRINITY ERD #8 Maximum Design Pressure=-120.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 4"o.c.at the 4-inch wide side laps and 4"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier P5200Mm,self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. 5.6.4.1 All other direct-deck, adhered Tarco underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk" carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: LeakBarrier Easylay, ASTM Organic Mineral Surface Tile Underlayment and LeakBarrier EasyMop SBS shall not be left exposed for longer than 180-days after installation. LeakBarrier PS2001". shall not be left exposed for longer than 120-days after installation. LeakBarrier MS300, NRSOOHT, PS200Mu or SS400 shall not be left exposed for longer than 30-days after installation. Tarco 15, Tarco 30 and Tarco NO 30 shall be covered as soon as possible after installation; exposure for more than 24 hours after installation could adversely affect performance. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat 10-tile stack or 6-tile stack(4 over 2) 6:12 LeakBarrier PS200 NT Lugged 6-tile stack(4 over 2) 6:12 Flat 6-tile stack(4 over 2) 5:12 LeakBarrier EasyMop SBS Lugged 6-tile stack(4 over 2) 6:12 Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL104S0-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 7 of 10 TRINITY ERD 6. INSTALLATION: 6.1 Tarco Roof Underlayments shall be installed in accordance with Tarco Roofing published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 LeakBarrier®M5300,PS200"T,P5200Mu,NR500"T or 55400 Ice and Water Armor: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: Cut to manageable sections and allow to relax prior to application. Membrane Application: Y Place a full width piece on the prepared substrate, aligned parallel to the eave edge and extend approximately 3/8"over the eave and rake with the selvedge edge positioned upslope. • Fold back the upslope half of the sheet and remove the exposed release film,taking care not to displace the membrane i% Working from the centerline out, roll the membrane onto the substrate, taking care to avoid wrinkles and ridges • Apply a 1/16" thick layer of asphalt plastic cement over the eave and rake metal, extending 2" to 3" onto the deck surface. Fold back the downslope half of the sheet, remove the release film and roll the membrane onto the substrate from the centerline out. Seal all 6" end laps with a 1/16" thick application of asphalt plastic cement and stagger all end laps minimum 36". v Remove selvage release film,if present,and install second and subsequent courses in a similar manner. • Install capped or tin-tagged nails 6"o.c.along the centerline of the laps. At all T-joints,where an end-lap and the next overlapping course intersect, apply a bead of roofing laps cement before the overlapping course is laid. • Roll the entire surface with a weighted roller, paying particular attention to side laps,end laps and eave /rake areas to ensure a complete bond. 6.3.3 Tile Applications(P5200HT only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Wait a minimum of 24 hours prior to loading roof tiles. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. Refer to Section 5.8 for tile staging limitations. If tiles are to be left in a staged condition for more than 30 days, Tarco Roofing requires tiles be staged two tiles perpendicular to slope, four tiles on top, parallel to slope,regardless of the allowance in Section 5.8. 6.3.4 Multi-Ply Underlayment Systems: LeakBarrier®SS400 Ice and Water Armor followed by LeakBarrier® SS400 Ice and Water Armor (direct-to- deck per 5.6.1 or over mechanically attached base sheet per 5.6.2)is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a multi-ply underlayment system is desired. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 8 of 10 TRINITY ERD 6.4 Tarco 15 and 30: 6.4.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type I (Tarco 15) or ASTM D226 Type II (Tarco 30) underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Tile Applications(Tarco 30 only): Tarco 30 is limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. 6.5 Tarco NO 30: 6.5.1 Shall be installed in compliance with the codified requirements for ASTM D4869,Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.6 LeakBarrier EasyLay: 6.6.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.6.2 Non-Tile Applications: Place a full width section of EasyLay, parallel to the eave edge of the roof and unroll 2 to 3 feet with the lay lines facing up, and position to the edge of the eave and rake. Install a few fasteners at the top, near the rake, and roll out the sheet to a manageable length. Pull, straighten and align the sheet so that any wrinkles are eliminated and the sheet is even with the eave edge. Fasten with 3/8"headed roofing nails or 1" capped (plastic or metal) nails, driven by hand or pneumatically, spaced 6" o.c. at all laps in the center of the seam area,and two staggered rows fastened 12"o.c. in the field of the sheet. Install nails such that the head of the nail is flush with the surface, without cutting into the surface. Fasten from the top to avoid walking or kneeling on unsecured sheet. Continue to the end of the substrate and fasten down. Align the next roll over the preceding sheet so as to form a minimum 4", water-shedding lap, and install per instructions above. Apply subsequent sheets in the same manner, with minimum 4" water-shedding laps and minimum 8"end-laps,which are staggered minimum 36"fro the preceding course. For double layer applications, follow the instructions noted above, but using a minimum 19", water- shedding side lap. Allow for minimum 6"up the vertical transitions and minimum 6"over hips and ridges. At valleys,first install a vertical length of EasyLay down the center of the valley,then start at the low point and work to the high point, rolling the membrane from the center outward in each direction, ensuring no wrinkles or tears. Covered with valley-metal or other valley lining material in accordance with NRCA recommendations. Apply a thin coat of asphalt plastic cement to waterproof areas where any cuts or tears have occurred. Seams or joints that require adhesive or sealant can be treated with high quality plastic cement (asbestos free). 6.6.3 Tile Applications, base layer in multi-ply system: LeakBarrier EasyLay is limited to use as a mechanically attached base sheet in the "Two Ply System"from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012(04-12)Installation Manual Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 9 of 10 TRINITY ERD 6.7 ASTM Organic Mineral Surface Tile Underlayment and LeakBarrier"'EasyMop SBS: 6.7.1 Shall be installed in compliance with current Tarco Roofing published installation requirements. For use in tile applications: V ASTM Organic Mineral Surface Tile Underlayment and LeakBarrier' EasyMop SBS are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems. 6.8 Tile Staging: 6.8.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Tarco Roofing published requirements for tile staging. 6.8.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail-boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.8.3 Tarco Roofing specifies the minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight(48) hours. 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 noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product(s) ASTM D226 LeakBarrier EasyLay,Tarco 15,Tarco 30 ASTM D4869 Tarco NO 30 ASTM D3909 Fiberglass Mineral Surfaced Roll Roofing Greencastle, ASTM D6380 ASTM Organic Mineral Surface Tile Underlayment PA ASTM D1970 LeakBarrier MS300 Ice and Water Armor, LeakBarrier PS200MU Ice • and Water Armor,LeakBarrier SS400 Ice and Water Armor ASTM D1970&FRSA/TRI 04-2012 LeakBarrier PS200HT Ice and Water Armor FRSA/TRI 04-2012 LeakBarrier'EasyMop'"SBS ASTM D226 LeakBarrier EasyLay,Tarco 15,Tarco 30 ASTM D4869 Tarco NO 30 Belton,TX ASTM 01970 LeakBarrier MS300 Ice and Water Armor, LeakBarrier PS2001"Ice and Water Armor,LeakBarrier SS400 Ice and Water Armor ASTM 01970&FRSA/TRI 04-2012 LeakBarrier P5200HT Ice and Water Armor Coshocton,OH ASTM 01970 LeakBarrier NR500"I Gujarat,India FBC 1507.1.1(Exception) LeakBarrier EasyLay•UDL 15,LeakBarrier Easylay UDL Basic, LeakBarrier Easylay UDL 50 9. QUALITY ASSURANCE ENTITY: UL,LLC.—QUA9625;(847)664-3281 -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 10 of 10 Hip/Ridge Detail SEALANT AT VERTICAL LEG OF"Z"CLOSURE PA-101 RIDGE/HIP FLASHING POP RIVET AS REQUIRED TO FLUSH THE LAP OF THE 3/4"TURN-UP RIDGE/HIP FLASHING SNAP-CLAD CLIP WITH FASTENERS 114 \N", ( v Woo' 44, \ ICE&WATER SHIELD "Z"CLOSURE SNAP-CLAD PANEL SEALANT AT VERTICAL LEG &UNDER"Z"CLOSURE 5/8"PLYWOOD DECKING FLASHING COMPONENTS laft Job Name: Date: Contractor: Notes: PETERSEN ALUMINUM CORPORATION www.pac-clad.com i email: sales©petersenmail.com HO: 1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Pkwy 350 73rd Ave.,NE Suite 1 Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Fridley,MN 55432 P:800-PAC-CLAD P:800-344-1400 P:800-441-8661 P:800-272-4482 P:877-571-2025 F:800-722-7150 F:301-953-7627 F:903-581-8592 F:770-420-2533 F:866-901-2935 y Eave Detail SNAP-CLAD CLIP , WITH FASTENERS SNAP-CLAD PANEL - FIELD CUT,BEND RETURN IN PANEL,&HOOK RETURN OVER -, 7 < EAVE FLASHING(ALLOW FOR ' THERMAL EXPANSION/CONTRACTION DEPENDING ON TEMPERATURE AT ,a TIME OF INSTALLATION) —— /.....-- /......, wi,Oi l v fir; �4 42 \\__, PA-126 /, (/) EAVE FLASHING - ICE&WATER SHIELD ,' y 5/8"PLYWOOD DECKING PA-5 KEEPER ` C.) FASCIA NAILER w' CC J 0 FLASHING COMPONENTS ......,,CC Job Name: # Date: Contractor: Notes: PETERSEN ALUMINUM CORPORATION www.pac-clad.com / email: sales©petersenmail.com HO: 1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Pkwy 350 73rd Ave..NE Suite 1 Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Fridley,MN 55432 P:800-PAC-CLAD P:800-344-1400 P:800-441-8661 P:800-272-4482 P•877-571-2025 F.800-722-7150 F:301-953-7627 F:903-581-8592 F:770-420-2533 F:866-901-2935 SNAP-CLAD - PLYWOOD DECK P PAC-CLAD GUTTER DETAIL 2 SNAP-CLAD CLIP WITH FASTENERS FIELD CUT, BEND RETURN IN PANEL,& HOOK RETURN OVER EAVE FLASHING SNAP-CLAD PANEL —/---, PA-126 EAVE FLASHING Ilket STRAP PER O.,Iroje ARCHITECT - .0•00 WO.7 , , \ ,..•... ,Ii. — _ ICE&WATER SHIELD IP 1--i 6" 5/8"PLYWOOD DECKING _ -----------------__. PA-5 KEEPER — . _ FASCIA NAILER / GUTTER GUTTER SUPPORT AS SPECIFIED BY ARCHITECT FLASHING COMPONENTS Job Name Contractor Date Notes PETERSEN ALUMINUM CORPORATION PAC-CLAD.COM SALES@PETERSENMAIL.COM Petersen Headquarters Annapolis Junction Tyler Acworth Andover 1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Pkwy 1885 Station Pkwy NW,Ste B Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Andover,MN 55304 P 800 PAC CLAD P 800 344 1400 P 800 441 8661 P 800 272 4482 P 877 571 2025 F 800 722 7150 F 301 953 7627 F 903 581 8592 F 770 420 2533 F 866 901 2935 Valley Detail SNAP-CLAD CLIP WITH FASTENERS SNAP-CLAD PANEL / PA-115 VALLEY FLASHING \ MINIMUM CLEARANCE FROM PANEL ENDS TO VALLEY DIVERTER \ LIS 6"MINIMUM EACH SIDE OF VALLEY � 7 MAY REQUIRE MORE CLEARANCE c— ... ON LONGER VALLEY RUNS 41111111.7:411, 14 /� � 6'M 1141 � � Or"10011 s � ce \'* ..:./' SEALANT �/� CO "Z"RETAINER STRIP i ICE&WATER SHIELD 5/8"PLYWOOD DECKING1404.. - ,.........._____ CI .....J ' C.) ' I FLASHING COMPONENTS Job Name: Date: :1:),<......,...,,,,,iiilc c Contractor: Notes: PETERSEN ALUMINUM CORPORATION www.pac-clad.com / email: sales©petersenmail.com HO: 1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Pkwy 350 73rd Ave..NE Suite 1 Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth.GA 30102 Fridley,MN 55432 P:800-PAC-CLAD P:800-344-1400 P.800-441-8661 P.800-272-4482 P:877-571-2025 F 800-722-7150 F:301-953-7627 F:903-581-8592 F:770-420-2533 F:866-901-2935 Peak Detail PA-143 PEAK FLASHING r-- SEALANT AT VERTICAL LEG (U OF"Z"CLOSURE "1.+I W / / SNAP-CLAD PANEL C.) C/ SNAP-CLAD CLIP WITH FASTENERS FLASHING COMPONENTS .....,, 3/4"TURN-UP at \NN, ( (1) .*140:. ..,44.,,i11111144111111%\rrillfiliamp , CZ PA-5 KEEPER Lz: , y ..,,..... .. . .., i C.. FASCIA NAILER ICE&WATER SHIELD CrSk "Z"CLOSURE /// � 0 SEALANT AT VERTICAL LEG&UNDER"Z"CLOSURE CL5/8"PLYWOOD DECKING .....%.< Job Name: Date: Contractor: Notes: PETERSEN ALUMINUM CORPORATION www.pac-clad.com i email: sales©petersenmail.com HQ: 1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Pkwy 350 73rd Ave.,NE Suite 1 Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Fridley,MN 55432 P:800-PAC-CLAD P:800-344-1400 P:800-441-8661 P:800-272-4482 P:877-571-2025 F:800-722-7150 F:301-953-7627 F:903-581-8592 F:770-420-2533 F:866-901-2935 • { Gable Detail PA-151 GABLE FLASHING SNAP-CLAD PANEL SNAP-CLAD CLIP WITH FASTENERS 1-4 FIELD-FORM PANEL LEG �\ art • TO I.D. OF "J"CLOSURE _ "J"CLOSURE 1//, r ,/, / //jPA-5 KEEPER &WATER SHIELD FRAMING - 5/8"PLYWOOD DECK SEALANT FLASHING COMPONENTS 111 Job Name: ----- ----- ------ - Date: Contractor: Notes: PETERSEN ALUMINUM CORPORATION www.pac-clad.com / email: salesapetersenmail.com HG: 1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Pkwy 350 73rd Ave.,NE Suite 1 Elk Grove Village.IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Fridley,MN 55432 P:800-PAC-CLAD P:800-344-1400 P:800-441-8661 P:800-272-4482 P:877-571-2025 F:800-722-7150 F:301-953-7627 F:903-581-8592 F:770-420-2533 F:866-901-2935 • roofwinddesigner. corn Report of Roof System Design Wind-load Analysis Report Date: 4/9/2018 ASCE 7 Version: ASCE 7-10 This report is applicable to: This report has been prepared by: Atlantic Village JOSEPH KILLMER Altantic Village Metal Roof Roof Control Services Inc 1021 ATLANTIC BLVD 9600 Phillips Hwy #42 Atlantic Beach, FL, 32233 jacksonville, FL 32216 Preparer's comments: None Roof Wind Designer provides users an easy-to-use means for accurately determining design wind loads and design uplift resistance capacities for roof systems on many commonly encountered building types that are subject to building code compliance. Design wind loads are derived using American Society of Civil Engineers (ASCE) standard ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures," Chapter 30—Wind Loads—Components and Cladding (C&C), Envelope Procedure, Part 2: Low-rise Buildings (Simplified). ASCE 7-10 is a widely-recognized consensus standard and is referenced in and serves as the technical basis for wind load determination in the 2012 and 2015 editions of the International Building Code. The fundamental concept of wind design for roof systems is the tested uplift-resistance capacity for a building's roof system needs to be equal to or greater than the roof systems' design wind loads. Roof Wind Designer determines roof systems' minimum recommended design wind loads. From these values, Roof Wind Designer determines the necessary design uplift capacities for the roof system incorporating an appropriate safety factor. Users can select wind-resistance roof systems using these design uplift capacity values. Roof Wind Designer also will provide design wind load calculations related to edge-metal flashing systems for buildings with roof slopes of 1'/2:12 or less. These calculations are applicable to roof systems using metal fascia, embedded edge-metal or metal copings to secure membrane roof systems' perimeter edges. Roof Wind Designer relies solely upon the preparer who generates this report to accurately input appropriate information that is applicable to the specific building to which this report applies. This report applies to only the specific roof area and building that is indicated above. Any misinformation, miscalculations, mistakes or changes that have been input into this application may affect the results, accuracy, reliability and results of this report. Use of Roof Wind Designer is subject to a license agreement and important legal notices and disclaimers. By inputting project information and generating this report, the preparer who generates this report accepts this license agreement and important legal notices and disclaimers. A copy of this license agreement and important legal notices and disclaimers is included at the end of this report and is considered to be a part of this report. Altantic Village Metal Roof - Page 1 of 7 Summary of the building and roof area information input by the preparer: Roof Area Dimensions (feet): 165 x 15 Mean Roof Height (feet): 15.0 Roof Slope: Gable: 11/2:12 to 6:12 Parapet(s) (minimum 36 inches high): No Building Configuration Enclosed Exposure: C Occupancy Category: II Basic Wind Speed (three-second 130 from ASCE 7-10, Figure 26.5-1A Basic Wind Speed peak gust, mph): Roof Deck Type: Wood Roof Covering Type: Metal Panels: steel or aluminum In ASCE 7-10, the Envelope Procedure, Part 2: Low-rise Buildings (Simplified), roof area dimensions, mean roof height, roof slope, the building's configuration and exposure, risk category, and basic wind speed are used in the determination of the design wind loads. The building's configuration (open, partially enclosed, enclosed) affects design wind loads of the roof system. ASCE 7-10, the Envelope Procedure, Part 2: Low-rise Buildings (Simplified), is limited to buildings of an enclosed configuration. An enclosed configuration is defined by ASCE 7-10 as a building that does not comply with the requirements for open or partially enclosed buildings. An open building is one having each wall at least 80 percent open. A partially enclosed building is one where the total area of openings in a wall that receives positive external pressure exceeds the sum of the area openings in the balance of the building envelope (walls and roof) by more than 10 percent and where the total area of openings in a wall that receives positive external pressure exceeds 4 ft2 or 1 percent of the area of that wall, whichever is smaller, and the percentage of openings in the balance of the building envelope does not exceed 20 percent. A building's exposure has an effect on the magnitude of design wind loads that act on a building and the building's roof system. ASCE 7-10 provides for three Exposure Categories: B, C and D. Exposure Category C shall apply for all cases where Exposure Categories B or D do not apply. Exposure B shall apply where the ground surface roughness condition, as defined by Surface Roughness B, prevails in the windward direction for a distance of at least 2,600 feet. For buildings whose mean roof height is less than or equal to 30 feet, the upwind distance may be reduced to 1,500 feet. Exposure D shall apply where the ground surface roughness, as defined by Surface Roughness D, prevails in the upwind direction for a distance greater than 5,000 feet. Exposure D shall also apply where the ground surface roughness immediately upward of the site is B or C, and the site is within a distance of 600 feet or 20 times the building height, whichever is greater from an Exposure D condition. A building's occupancy has an effect on the magnitude of design wind loads that act on a building and the building's roof system. In ASCE 7-10, a building's occupancy determines a risk category. ASCE 7-10 provides for four Risk Categories: I, II, III and IV. Part 2: Low-rise Buildings (Simplified) uses risk category to determine the applicable basic wind speed map. Risk Category II applies to all buildings except those listed in Risk Categories I, III or IV. Risk Category I applies to buildings that represent a low hazard to human life in the event of failure. Risk Category III applies to buildings that represent a substantial hazard to human life in the event of failure. Risk Category IV applies to buildings designated as essential facilities or buildings where the failure of which could pose a substantial hazard to the community. Essential facilities are defined as buildings that are intended to remain operational in the event of extreme environmental loading from wind, snow or earthquakes. The basic wind speed is representative of a 3-second peak gust wind speed at 33 feet above the ground in Exposure C and is determined from Figure 26.5-1A—Basic Wind Speeds for Occupancy Category II Buildings and Other Structures, Figure 26.5-1B—Basic Wind Speeds for Occupancy Category III and VI Buildings and Other Structures and Figure 26.5-1C—Basic Wind Speeds for Occupancy Category I Buildings and Other Structures. Roof edge parapets may assist in reducing design wind loads acting in the corner regions of the roof area. ASCE 7-10, Part 3: Buildings with h > 60 ft., allows for this reduction only when a minimum 36-inch-high parapet occurs at the two outside edges of the specific corner area where the design wind load is being reduced. Altantic Village Metal Roof - Page 2 of 7 • ' Wind Design for Roof Systems ASCE 7-10 specifies wind design procedures for buildings and organizes them into two categories: main wind force-resisting systems, and component and cladding elements. Main wind force-resisting systems are the structural elements assigned to provide the support and stability for the overall building. Components and cladding are elements of the building envelope that do not qualify as part of the main wind force-resisting system. Roof systems and edge-metal flashing systems are considered components and cladding. ASCE 7-10 provides two methods to determine minimum design load requirements for buildings: strength design method and allowable stress design (ASD) method. Design wind load calculations determined by the Envelope Procedure, Part 2: Low-rise Buildings (Simplified) method result in strength design values. Roof systems and roof system components generally are designed using the ASD method. Because the ASD method's results often are used, a designer can adjust the strength design method's values to ASD method's values. A load-reduction factor is applied as a multiplier to the strength design values to determine the ASD values. ASCE 7-10 provides a load-reduction factor of 0.6 for this purpose, and the calculation is expressed as follows: ASD value = Strength design value x 0.6 Roof Wind Designer determines design wind loads based upon the strength design method and then adjusts those values to the ASD method's values. Design Wind Loads To determine design wind loads on roof areas, ASCE 7-10 identifies three primary areas of differing wind loads on a roof area: roof area field, roof area perimeter and roof area corners. Within ASCE 7-10 these areas are designated as Zones 1, 2 and 3, respectively. Also, ASCE 7-10 identifies a dimension determined by calculation, referred to as "a," that defines the depth of the perimeter and corner zones from the roof area's edges. Strength Design Method: ASCE 7-10 uses three basic wind speed maps for different categories of building occupancies. These maps provide basic wind speeds that are applicable for calculating pressures and they are based on strength design. The strength design values determined for the roof area described by this report are as follows: Zone 1 (roof area field): 33.6 pounds per square foot Zone 2 (roof area perimeter): 58.6 pounds per square foot Zone 3 (roof area corners): 86.6 pounds per square foot Also, the calculated "a" dimension is as follows: a: 3.0 feet Altantic Village Metal Roof - Page 3 of 7 Graphically, the strength design values are depicted as follows: ______;;--a= 3.0 feet := 15.0 feet Zone 1 (Roof Area Field)= 33.6 pounds per square foot Zone 2(Roof Area Perimeter)= 58.6 pounds per square foot Zone 3(Roof Area Corners)= 86.6 pounds per square foot Adjustment of Strength Design to Allowable Stress Design (ASD): To adjust the strength design values to ASD values, the load-reduction factor of 0.6 is applied. The ASD values determined for the roof area described by this report are as follows: Zone 1 (roof area field): 20.2 pounds per square foot Zone 2 (roof area perimeter): 35.1 pounds per square foot Zone 3 (roof area corners): 52.0 pounds per square foot Graphically, the ASD values are depicted as follows: ____.- --e= 3.0 feet .J! h= 15.0 feet lik Zone 1 (Roof Area Field)= 20.2 pounds per square foot Zone 2(Roof Area Perimeter)= 35.1 pounds per square foot Zone 3(Roof Area Comers)= 52.0 pounds per square foot Minimum Recommended Design Uplift-resistance Capacities Accepted engineering principles practice provides for applying a reasonable "safety factor" to design wind-uplift loads when using the ASD method to determine the minimum recommended design uplift-resistance capacities. This safety factor is intended to address possible variances in design wind load determination, normally anticipated variances in the materials and construction of the building, including the roof system, and any normally anticipated deterioration of the materials' physical properties because of aging. This safety factor is applied to the ASD values. Altantic Village Metal Roof - Page 4 of 7 The equation to determine required design uplift-resistance capacity is: Design uplift-resistance capacity = ASD Design wind load x Safety factor For membrane roof systems, Roof Wind Designer determines roof systems' minimum recommended design uplift- resistance capacities, using a safety factor defined in ASTM D6630, "Standard Guide for Low Slope insulated Roof Membrane Assembly Performance." This recognized consensus standard indicates design uplift-resistance loads shall have a minimum 2.0 safety factor from the design wind uplift loads determined using ASCE 7. For roof assemblies with steel deck and a steel or aluminum metal panel roof system, Roof Wind Designer applies a safety factor of 1.67. This safety factor is recommended in AISI S100, "North American Specification for the Design of Cold-formed Steel Structural Members" and "Aluminum Design Manual: Part 1—Specification for Aluminum Structures" for bending. On this basis, taking into consideration the ASD design wind-uplift loads and the safety factor, the minimum recommended design uplift-resistance capacities for the specific roof area and building identified in this report are as follows: Zone 1 (roof area field): 40.4 pounds per square foot Zone 2 (roof area perimeter): 70.3 pounds per square foot Zone 3 (roof area corners): 104.0 pounds per square foot Using these minimum recommended design uplift-resistance capacity values, a user can select an appropriate wind-resistant roof system. The tested uplift-resistance capacity of the roof system should be greater than the minimum recommended design wind-resistance loads for the roof system to be considered appropriately wind resistant. This is expressed as: Tested uplift-resistance capacity >_ Design uplift-resistance capacity Important note: To determine minimum recommended design uplift-resistance capacity values using the strength design method, designers will have to determine an appropriate safety factor on their own. Because the strength design method already includes a more conservative determination of design uplift loads, it is generally recognized any safety factor applied to design loads derived from using the strength design method can be less than the safety factor applied to the design loads derived from the ASD method. Tested Uplift-resistance Load Capacities of Roof Systems Roof systems' tested uplift-resistance load capacities typically are determined by laboratory testing or engineering analysis. In the International Building Code's 2009 and previous editions, four recognized test methods are referenced as acceptable methods for determining roof systems uplift-resistance capacities: FM 4450, FM 4470, UL 580 and UL 1898. The International Building Code's 2012 and 2015 editions reference FM 4474 instead of FM 4450 and FM 4470. FM 4450, "Approval Standard for Class 1 Insulated Steel Roof Decks," and FM 4470, "Approval Standard for Single Ply, Polymer-Modified Bitumen Sheet, Built-Up Roof and Liquid Applied Roof Assemblies for use in Class I and Noncombustible Roof Deck Construction," are the laboratory test methods and serve as the technical basis of the FM Approvals' approval classifications (FM 1-60, FM 1-75, FM 1-90 etc.), with which most roofing professional are familiar. FM Approvals' applies a safety factor of 2 within these classifications. For example, a roof system that has an FM 1-60 approval classification is recommended for use where the ASD design wind load is 30 pounds per square foot (psf) or less, a FM 1-75 approval designation is recommended for use where the design wind load is 37.5 psf or less, and an FM 1-90 approval classification is recommended for use where the design wind load is 45 psf or less, and so forth. FM 4474, "American National Standard for Evaluating the Simulated Wind Uplift Resistance of Roof Assemblies Using Static Positive And/or Negative Differential Pressures," is similar to the uplift-resistance test methods contained in FM 4450 and FM 4470 and results in uplift classifications Class 60, Class 75, Class 90, etc., which are similar to the FM 1-60, FM 1-75, FM 1-90, etc., respectively derived using FM 4450 and FM 4470. For example, a roof system that has an FM Class 60 approval classification is recommended for use where the ASD design wind load is 30 pounds per square foot (psf) or less, an FM Class 75 approval designation is recommended for use where the design wind load is 37.5 psf or less, and an FM Class 90 approval classification is recommended for use where the design wind load is 45 psf or less, and so forth. Altantic Village Metal Roof - Page 5 of 7 FM Global's Loss Prevention Data Sheet 1-29, "Roof Deck Securement and Above-deck Roof Components," • addresses FM Global's recommended guidelines for addressing wind-uplift capacity in Zone 2 (roof area perimeter) and Zone 3 (roof area corners). FM Approvals online approval directory containing a listing of FM Approval's-approved roof systems and a copy of FM Global's Loss Prevention Data Sheet 1-29 can be viewed in the reference documents section of FM Approval's RoofNav application accessible at www.roofnay.com. UL 580, "Standard for Tests for Uplift Resistance of Roof Assemblies" and UL 1897, "Standard for Uplift Tests for Roof Covering Systems" are the laboratory test methods and serve as the technical basis for Underwriters Laboratories (UL's) Inc.'s classifications (Class 30, Class 60, Class 90, etc.) for uplift resistance. UL's classifications do not apply a safety factor. A UL classification indicating a roof system that has a Class 30 designation has been tested and found resistant to uplift loads of 30 psf, a Class 60 designation has been tested and found resistant to uplift loads of 60 psf, a Class 90 designation has been tested and found resistant to uplift loads of 90 psf, and so forth. UL does not provide specific guidance regarding addressing wind-uplift capacity in Zone 2 (roof area perimeter) and Zone 3 (roof area corners). Additional information regarding UL's wind-uplift classifications is available in UL's Roofing Materials & Systems Directory and in the certifications section of UL's website by accessing www.ul.com and typing "TGIK" into the UL category code field. Additional information regarding roof systems' wind-uplift capacities may also be available by contacting individual roof system manufacturers. Altantic Village Metal Roof - Page 6 of 7 License Agreement and Important Legal Notices & Disclaimers National Roofing Contractors Association (NRCA) — Roof Wind Designer Clicking the "I Accept" button below constitutes your acceptance and acknowledgment of the terms and conditions set forth below. If you do not agree to these terms and conditions, you may not use the Roof Wind Designer software application. By accepting these terms and conditions, you acknowledge and agree as follows: 1. NRCA grants you a one-time, personal, nontransferable, and nonexclusive license to use the Roof Wind Designer. This license is valid for one- time use of the Roof Wind Designer and automatically terminates upon delivery of the written report generated by the Roof Wind Designer application (the "Report"). 2. The Roof Wind Designer application, the contents of the Roof Wind Designer application, and the Report are copyrighted by NRCA. The license granted above is not a sale, and this agreement does not give you any rights to copyrights, trademarks or patents with respect to the NRCA Roof Wind Designer software application. 3. You may not copy, alter any of the text, or manipulate any aspect of the Roof Wind Designer application or the Report. 4. Neither NRCA or the organizations supporting the Roof Wind Designer application (collectively, the "Supporting Organizations") "approve"or "endorse"any specific products, methods, companies, practices or sources of information referred to or suggested by Roof Wind Designer. You should not reference Roof Wind Designer or do anything that in any way would imply such approval or endorsement. 5. The calculations used in Roof Wind Designer are based on recognized engineering principles including recognized consensus standard ASCE 7- 10 "Minimum Design Loads for Buildings and Other Structures," which is referenced in most current building codes as the method for determining design wind loads for buildings, and building components and claddings, including roof systems. Roof Wind Designer only may be used for determining design wind loads pursuant to the Envelope Procedure, Part 2: Low-rise Buildings(Simplified) under ASCE 7-10. When using ASCE 7-10, buildings requiring the use of the Envelope Procedure, Part 1: Low-rise Buildings, Directional Procedure or the Wind Tunnel Procedure are beyond the scope of Roof Wind Designer. 6. The safety factors used in calculating the minimum recommended design wind resistance loads for which your roof system should be designed is determined using ASTM D6630, "Standard Guide for Low Slope Insulated Roof Membrane Assembly,"AISI 5100, "North American Specification for the Design of Cold-formed Steel Structural Members"and AA ADM1, "Aluminum Design Manual: Part 1-A—Specification for Aluminum Structures, Allowable Stress Design; and Part 1-B—Aluminum Structures, Load and Resistance Factor Design." 7. Roof Wind Designer relies upon your input to generate a Report intended to serve as a guide in determining the appropriate design wind loads and minimum recommended design resistance loads for roof systems. The Report applies only to the specific building identified by you and relies solely on the input supplied by you. 8. Any misinformation, miscalculations, mistakes or changes in the information that you enter into the application may affect the results, accuracy, reliability and/or other aspects of the Report. 9. By agreeing to use Roof Wind Designer, you specifically acknowledge that neither NRCA or the Supporting Organizations is undertaking to render specific professional advice. You must rely solely on your own judgment or consult a technically competent roof professional to determine what application or design resistance loads, whether included in the Report or not, is appropriate for your purpose. Neither NRCA or the Supporting Organizations assume responsibility for any decision made by you relating to the suitability or use of Roof Wind Designer or the Report. 10. Neither NRCA or the Supporting Organizations make any guarantee, representation or warranty, express or implied, at law or in equity, and NRCA and the Supporting Organizations expressly disclaim any and all such guarantees, representations or warranties whatsoever as to the validity, accuracy or sufficiency of the information supplied by Roof Wind Designer and/or the Report and assumes no responsibility or liability in connection therewith. NRCA and the Supporting Organizations assume no liability or responsibility in connection with the use or misuse of Roof Wind Designer or the information included therein or supplied thereby or in connection with any modifications to or adaptations of Roof Wind Designer and/or the Report by you or any other party and expressly disclaim any such liability or responsibility. 11. You expressly assume all risk of loss, harm and/or injury resulting from the use or misuse of the Roof Wind Designer and/or the Report. Additionally, the wind-resistance loads suggested by the Report may not be appropriate in all instances and requires verification and use by technically competent roof professionals. 12. Links or pointers connecting the Roof Wind Designer website with other Internet sites are provided as a courtesy only and do not imply, directly or indirectly, the endorsement, sponsorship or approval by NRCA or the Supporting Organizations of the linked site, the company, organization or individual operating the site, or any product, service, company or organization referenced in the site. In general, any website that has an address (or URL) that does not contain "nrca.net" is a linked website.The content of any linked site does not necessarily reflect the opinions, standards or policies of NRCA. NRCA assumes no responsibility or liability for the accuracy or completeness of content contained in any linked site or for the compliance with applicable laws of such linked sites. 13. You acknowledge and accept the foregoing limitation of liability and disclaimers and agree that neither NRCA or the Supporting Organizations is responsible for injuries, claims, losses or damages to you or third parties arising, directly or indirectly, out of your use of Roof Wind Designer and/or the Report. Altantic Village Metal Roof - Page 7 of 7