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HomeMy WebLinkAboutSUBMITTED PAPERSA DATE: FEES V - r I RECEIPT #: Permit #: M ' 34S�S_ Planning & Development Services Department Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 � 4& V�Cb APPLICATION FOR ROOF PERMIT ��O% Co SEE REVERSE SI FOR INSTRUCTION Cot", 1. Location/Site Address: ! 12,1 l.( Q� ►�n� y 2. Parcel ID Number: I "1ljLq - 701 V ZdS-000 " 9 Office Use Only ownship Range Map Page I Zoning Land Use I Initials 3. Description of Project or Work Activity: VmoL)c 4. Total Roof Area (square feet): 600 5 q % / 5. Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Tar & Gravel} Modified Bitumen [ ] Wood Shake / Shingle f 1 Other Po�product Approval required for all types of Roofing Material (2 Sets) ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: 11JI A-tl%'p fl-c'ttAldl Address: 2 L1 Cf rt �nr� C% City: c ,p -(State• C—L_ Zip: Phone: M' U3 2-0 9. Value of Construction: $ "2_ 3 , 0y) FL Reg/Cert #: County Cert #: Business Name:9-1u . e I6� Cell Phone: Z 2 L V%W W 7 "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be O done in compliance with all applicable laws regulating construction and zoning. T QUALIFIERS/OWNERS NAME G11ATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF 20 BY �lC�1I� WHOA PERSONALI,rS NOWN TO ME OR HAS PRODUCED r � AS IDENTIFICATION SIGNATURE O OTARY O �TYPR PRINT NAME OF NOT Yv(seam COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 AUDREYB.HUMPHREY v a� 0c , *; r MY COMMISSION # EE 061159 Z. EXPIRES- March 6, 2015 '•%;;of ° ,� `' Bonded Thru Notary Public Unde,wri;ers 7 •e+�mwtmz�+.scu r 1 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # I, d + 1/'�1 I licensed as a(n)Contractor*/Engineer/Architect (Ple se print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about 2- L- � , I did personally inspect the roof deck nailing (Date) 1ti work at: lam►^ k'� `-' I �tX4<c( (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and SealLicense # STATE OF FLOQIDA// COUNTY OF _'(EGG /` — Swor to and subscribed befor me this � day of ' 20� by V t�(�J ho is personally known to me or who has produced as identification. Notary Public, State of Florida Signature of Notary: Commission Number: al) En 01/19/2011 B HUMPY i `�,:v.?.sod,, M�DOMMISS10N�h512p15 �.' Maro uti ` ;` gondedIh °NSA c� Florida Building Code Online 9y '• 'e Paget 1 of 2 �1 Florida Depm-entof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats & Facts I Publications I FBC Staff I BCIS Site Map Links I Search Business �P-.JuPro ductApprovalProfessibnalSER: Public User Regulation Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # 00-42 15V Application Type p �i'vrxC Code Version r; Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL1654-R9 Revision 2007 Approved X POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext242 jakins@polyglass.com James Akins jakins@polyglass.com James Arnold, PE, RRO 10475 Park Meadows Drive Suite 600 Lone Tree, CO 80124 (720)279-2348 jarnold@polyglass.com James Akins 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800)894-4563 jakins@polyglass.com Roofing Modified Bitumen Roof System Iaoa-Vd%19 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t] Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Underwriters Laboratories Inc. 11/30/2012 John W. Knezevich, PE M Validation Checklist - Hardcopy Received FL1654 R9 COI Trinity ERD CI - Nieminen.pdf Standard Year ASTM D6163 2000 ASTM D6164 2000 hq://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvgqu2w%2bnFg... 2/3/2012 Florida Building Code Online Y i Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised ASTM D6222 FM 4470 Method 1 Option D 02/22/2011 02/23/2011 02/25/2011 04/05/2011 12/09/2011 2002 1992 Summary of Products FL # Model, Number or Name Description 1654.1 _11Roof Polyglass Modified Bitumen SBS and APP modified bitumen roof systems Svstems Limits of Use Approved for use in HVHZ: No Installation Instructions FL1654 R9 II Al er022211FINAL POLYGLASS MODBIT FL1654- R9.Ddf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular assembly Evaluation Reports FL1654 R9 AE er022211FINAL POLYGLASS MODBIT FL1654- R9.Ddf over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to Created by Independent Third Party: Yes ER, Section 5 for other Limits of Use. Back Next Contact Us :: Phone: 850-487-1824 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Coovrioht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(aldbor.state.fl.us. Product Approval Accepts: sucuri tv a krnttcs verlslsn 7rurted VCn'FYr http : //www. floridabuil ding. org/prlpr_app_dtl. aspx?param=wGEVXQwtD gvgqu2w%2bnFg... 2/3 /2012 REVISIONS BUILDING LAYOUT SCALE: N.T.S. jAr jAr I A_r ' 000000 A I 0 0 00 0 0 0© 0 ROOF ZONES SCALE: N.T.S. i COMPONENT & CLADDING DESIGN PRESSURES: ROOF LOCATION ACTUAL ALLOWABLE ZONE 1 .FIELD -43 PSF -135 PSF ZONE 2 PERIMETER -72 PSF -135 PSF ZONE 3 CORNERS -108 PSF -135 PSF WOOD DECKING: 15/32" (MIN.) PLYWOOD OR WOOD PLANKING @ 24" O.C. SPANS ATTACHED WITH #12 SCREWS @ 6" O.C. MAX. IN THE FIELD & 6" O.C. MAX: AT THE PERIMETER. CALCULATIONS BASED ON THE ROOFING APP. STANDARD (RAS117) BONDED ROOF COVER: COVER PLYWOOD JOINTS WITH 4" WIDE STRIPS OF ELASTOFLEX SA V PLUS, ROLLED INTO PLACE TO CREATE A CONTINUOUS BOND ZONE 1: ALLOW. UPLIFT = -135 PSF > ACTUAL = -43 PSF ALLOW. UPLIFT = -136 PSF > ACTUAL = -72 PSF ZONE 3: ALLOW. UPLIFT = -135 PSF > ACTUAL = 108 PSF. USE SYSTEM NO. W 34 FROM THE "POLYGLASS USA, INC." PRODUCT APPROVAL #FL1654-R9 NOTES: 1. ROOFING OVER EXISTING WOOD DECK. 2. INSTALL FASTENERS PER REQUIRED FREQUENCY LISTED ABOVE FOR WOOD DECKING, PRELIMINARY BASE, & ROOF COVER. 3. FOLLOW ALL LOCAL & REGIONAL ORDINANCES. 4. USE FASTENERS AS PER REQUIRED MANUFACTURERS SPECIFICATIONS & FL# 1654-R9.. 5. ALL DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR. DESIGN CRITERIA: 2007 FBC W/ 2009 SUPP. ASCE 7-05 WIND LOAD: 140 MPH WIND BORNE DEBRIS REGION MEAN ROOF HEIGHT: < 15' FLAT ROOF CONDITION ENCLOSED BLDG. BLDG CATEGORY II EXPOSURE: "C" . IMPORTANCE FACTOR: 1.00 ADJUSTMENT FACTOR: 1.21 GCPI: +/- 0.18 END ZONE (A): 3.2' AJA=SONW. 2012P CEM � BY Jws AS SHOWN \90I1 EXTERIOR RESEARCH & DESIGN, LLC. f�- Certificate of Authorization #9503 Street RINITY ERD 35Oxford,tian CT 06478 PHONE: (203) 262-9245 FAX:(203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P9290.02.08-117 150 Lyon Drive FL1654-119 Fernley, NV 89408 Date of Issuance: 02/11/2008 Revision 7: 02/22/2011 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2007 Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems LABELING: Each unit shall bear labeling 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. TrinityJERD 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 I 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 5, plus a 30-page Appendix. Prepared by: "Itttt„t,,,r, �r� Cr-No-sans •:� ;_ + ' The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 02/22/2011 r :^' ' s4A. ' •�'r Thls does not serve as an electronically signed tCl Y 9 een Robert J.M. Nieminen, P.E. .�s. .. ti , i(ansmetted to9the Product Approval Adm nned, sealed hardcopies est ator and Florida Registration No. 59166, Florida DCA ANE1983 �" ��I�IIt�"to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nierhinen, 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 Nleminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. T0 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 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 Pr a Standard Year 1504.3.1 Wind FM 4470 1992 1504.7 Impact FM 4470. 1992 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2000 1507.11.2 Physical Properties ASTM D6222 .2002 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008 ERD (TST6049) FM 4470 P13760.09.09 09/10/2009 ERD (TST6049) FM 4470 P13770.09.09 09/10/2009 ERD (TST6049) FM 4470 P30540.11.09-R1 11/30/2009 ERD (TST6049) FM 4470 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD-(TST6049) FM 4470 P33970 12/02/2009 FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470 OD3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867) FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FM Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 07/30/2004 FM Approvals (TST1867) FM 4410 3018332 01/31/2006 FM Approvals (TST1867) FM 4470 3023368 03/20/2006 FM Approvals (TST1867) FM 4470 3024594 05/23/2006 FM Approvals (TST1867) FM 4470 . 3023458 07/18/2006 FM Approvals (TST1867) FM 4470 3030668 09/12/2007 FM Approvals (TST1867) FM 4470 3032172 06/12/2009 PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008 UL (QUA1734) Quality Control UL File R14571 Exp. 11/30/2012 Miami -Dade (CER1592) HVHZ Compliance Various NOAs Various Miami -Dade (CER1592) Proposal for Review 10-0823 10/12/2010 Exterior Research and Design, LLC. Evaluation Report P9290.02.08-R7 Certificate of Authorization #9503 FL1654-R9 Revision 7: 02/22/2011 Page 2 of 5 JTRINITYERD 4. PRODUCT DESCRIPTION: This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass membranes make up the subject systems. Table 1: Roll -Goods for Polyglass Modified Bitumen Roof Systems Type Product Specification Reference Grade Type Base Sheets Polyglass G2 Base ASTM D4601 N/A II Modibase ASTM D4601 N/A II SBS Membranes Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V Base ASTM D6163, Table 2 S I Elastoflex SA V FR Base ASTM D6163, Table 2 S I Elastoflex SA V Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM D6163 S I Elastoflex SA V Vent ASTM D6163 S I Elastoflex SA V Vent FR ASTM D6163 S I Elastobase Poly ASTM D6164 S I Elastoflex S6 ASTM D6164 S I Elastoflex S6 G ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Polyfresko MOP ASTM D6164 S I Polyfresko MOP FR ASTM D6164 S I Elastoshield TS G ASTM D6164 S I Elastoshield TS G FR ASTM D6164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyfresko SBS SAP ASTM D6164 S I Polyfresko SBS SAP FR ASTM D6164 S I APP Membranes Polyflex ASTM D6222 S I Polyflex G ASTM D6222 G I Polyflex G FR ASTM D6222 G I Polyfresko Torch ASTM D6222 S I Polyfresko Torch FR ASTM D6222 S I Polybond ASTM D6222 S I Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I Polyfresko APP SAP ASTM D6222 S I Polyfresko APP SAP FR ASTM D6222 S I Polykool ASTM D6222 S I Polybianko ASTM D6222 I S I Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 139290.02.08-117 FL1654-R9 Revision 7: 02/22/2011 Page 3 of 5 T TYER® RINI S. LIMITATIONS: 5.1 This Evaluation Report is not for use in HVHZ. 5.2 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.3 For steel deck installations, foam plastic Insulation shall be separated from the building, interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and installed to meet project design criteria to the satisfaction of the AHJ. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.6 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shallemploy an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 For fully -adhered insulation, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No' rational analysis is permitted for these systems 5.8 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 TAS 105 or ANSI/SPRI FX-1. 5.9 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover Installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907 or FM LPDS 1-52 shall be conducted on mock-ups of the proposed new roof assembly. 5.10 For bonded Insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907 or FM LPDS 1-52. 5.11 Metal edge attachment (exept gutters), shall be designed and installed for wind loads In accordance with FBC Chapter 16 and tested for for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.12. All products In the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Polyglass Modified Bitumen roof systems shall be installed in accordance with Polyglass USA, Inc. published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. Exterior Research and Design, LLC. Evaluation Report P9290.02.08-117 Certlflcate ofAuthorkaHon #9503 FL1654-R9 Revision 7: 02/22/2011 Page 4 of 5 1 ^�1 ti✓ �-�! TRINITY; ERD 6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non Fibered Roof Coating or Mule -Hide 111 Non-Fibrated Roof Coating; D PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating; ➢ PG700 White Reflective Roof Coating; ➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated; ➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating; ➢ Polybrite 70 White Elastomeric Roof Coating. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements 9. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847)664-3281 - THE 30-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report P9290.02.08-R7 FL1654-R9 Revision 7: 02/22/2011 Page 5 of 5 ,t TRINITY i ERD APPENDix 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 iB Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 7 IE Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8-9 IF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 9 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 10 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 11 3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 12-15 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 16 3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 18-19 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 19 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20-23 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover - 24 5B CWF- New, Reroof (Tear -Oft) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 25 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 25 5D CWF New, Reroof (Tear -Off) or Recover. C Mech. Attached Insulation, Bonded Roof Cover 26 SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 27 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 28 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 28 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 29-30 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 30 Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-117 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 30 QPTRRINITY I ERD The following notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck. ➢ Concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturer's published installation Instructions. 3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. — 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. S. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ HA (HA): Full coverage at 25-30 Ibs/square. D Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c. ➢ OMG OlyBond 500 or OlyBond500 Green (O13500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: TITESET may be used anywhere CR-20 is referenced. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed In ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. - 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the -following Maximum Design Pressure (MDP) limitations: D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 or OlyBond500 Green (08500): MDP -120.0 psf (Min. 1.0-inch thick) ➢ OMG OlyBond 500 or OlyBond 500 Green (08500): MDP -90.0 psf (Min. 0.5-inch thick) ➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2. 1.5. 1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over 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 TAS 105 or ANSI/SPRI FX-1. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-119 Certificate of Authorization #9503 Revision 7: 02/22/2011 • Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 30 TTsuNITi I ERD 11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AH), as documented through field uplift testing in accordance with ASTM E9O7; FM LPDS 1-52 or ANSI/SPRI IA-1. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Table 1: Polyglass Roof Covers Reference Layer Material Application BP -AA Base Polygiass G2 Base, Modibase, FBC Approved ASTM D4601, Type II HA at.20-40 (Base and Ply sheets, Asphalt -Applied) Ply FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II Ibs/square Base or Ply Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6 HA at 20-40 SBS-AA (SBS, Asphalt -Applied) p Elastoflex S6, Elastoflek S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshield TS-G FR, Polyfresko Ibs/square MOP, Polyfresko MOP FR Base or Ply Elastoflex V, Elastoflex S6 SBS-TA (SBS, Torch -Applied) Cap Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G Torch -Applied FR, Polyfresko MOP, Polyfresko MOP FR SBS-SA Base Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering (SBS, Self -Adhering) Cap Elastoflex SA P, Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR APP-TA Base or Ply Polyflex, Polybond Torch -Applied (APP, Torch -Applied) Cap Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR APP-SA Cap Polyflex SA P, Polyflex SA P FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polybianko Self -Adhering (APP, Self -Adhering) 14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non Fibered Roof Coating or Mule -Hide 111 Non-Fbrated Roof Coating; ➢ PG300 Fibered Roof Coating or Mule -Hide 102 Fbrated Roof Coating; ➢ PG600 Non-Fbered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating; ➢ PG700 White Reflective Roof Coating; ➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated; ➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fbrated; Polyplus 60 Premium Non-Fbered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fbrated Aluminum Roof Coating; ➢ Polypius 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fbrated Aluminum Roof Coating; ➢ Polybrite 70 White Elastomeric Roof Coating. 15. The following represent priming requirements for gypsum -based coverboards: ➢ DensDeck and DensDeck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications. ➢ SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require field priming for any membrane application. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-119 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 30