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Home My WebLink AboutENGINEERINGU oq Treasure Coast Budildin' 9 E ngineers., Inc. 5/23/15 To: Ref: ffaifi4ey E:,,',Aoehnen Eftglneei-432831 Professional ... Architect #AR0009471 Certifidd General Contractor #CGCO24776 SCANNkg St. Lucie County ifilding-Dept. 149 U Vista Nl.� <\ 10 A Felix Moreton residen�,O-D\N. ti, u 0 An]onsite mspe0 of was performed at the above referenced address. At the time of inspectioEp & tNtcarporr,was being rebuilt. The steel posts were replaced with 8" Block walls with a-giured 8?10 beam andpouroed cells a min. of 6' o.c. The roof was framed with 2" x6" p.t. pine rafters @ 2' o:c-.iThe 19/32" plywood was nailed @ 6"o.c.. Tf�e exterior doors were installed bu? needed further attachm en—t-tpeFfhe NOA. 0 0 0 TOBE,was-conFacted to fin-nish the-reqI.iired-entered se&of plans to obtain a building. peftit '� �)' 0 an(t&rnplete this ]Uoject. 0 0 REVISION,pgr inspection 7/28/15 4QJ 1� , foundation; ^11 Xf "' 0 *z�4 The fouddhti;n; poured cells in the block walls and t&Meainchic et-theLstruc6val 'r "'eiitg. 2010 0 ,Cquirem per"t�e FBC"' 2. ReAse thdopoduct approvalfdr the 07vinaierinalsIo be -)FL 165-rN Table-M-1, System5W-3 C) 00 r) 0 0 0 () 0 ' A If you have any que-'tions&pfease fe-ehfiree to contact the �NERIAThankyou. \J1 A Respectfully Submitted, ............. II Harvey E. Koehnen, PE 328.31 President TCBE Inc., 7205 Elyse Circle PHONE (772) 466-5509.. Pdrt'Saintiuci6 FAX :(772) 489-3035 Florida 34952-8212 E7MAIL , hk,pehnen,@.tcbewebxpm WEB SrFE httlYHvMw.tcbewelJxom [a • • Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # I S-04- (9)oS Owners Name l ej ix- T� brtl- l c n Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows +�a.r_ �f3.1 .. o.o ••7S: 0,W P SBoSerye3 1II-0722.D] �Si4n►N Sew,A +i0.ekerbOA- � Mullions !U Ae{ Fixed Glass A /* Block Glass Skylights Sliding Glass Doors IV IA Swing Type Doors tS�o.S _ y3�q - 5T,0 —SS,O @ �Prvtt ,.., PL-J;L769. S' e4"1R• S 9-9-i i AC Iv Oh French Doors KJ /A Garage Doors Hurricane Protection Fyn, - `i3, g �sso - �; p ! I.L GJr a�` ,-um oo Az it-1-2o oY aj/A SEEArpfcaeo NoA- , She. /`I C'.� e Gl / v 0 / ✓ Roof Ventilation A)��' Po ly G 455 _ r1 D�Qteie� �' L , 6 K- (�1 t( /r !J/ /a Roofing Material A; - yn. E r9D, c� I have reviewed the above components or cladding and I have appi•,oved the'r se in this tr ture. These products provide adequate resistance to the wind loads 'and forces specified by current code provisions. Name: / ��y� y �a��.(�� Signature: oeai g f� 32.Ts • 7 / Design Prof: EN i�GL`K-- Cert. No. � )ate. / � Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: Ca,(' {, pof-t Re tbibJry1� Project Address: 1411 U Vt Sfa— C f Permit #: IrO4 _d10 Occupancy Type: Construction Type: INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permitFIL'h' o Any non-residential structure. C * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida $u r olinq Code 2010 Edition with 20 /y Supplements using ASCE 7-10 2. Structure Designed as (check one): _ Enclosed Partially Enclosed Open 3. Risk Category: _I X II III IV Exposure Category: X B C D 4. Design Wind Velocity /f0 mph ASD LRFD End Zone Width: 12 ft ,r 5. Mean Roof Height 12 ft Roof Pitch: %a :12 Parapet: ' ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): d _ l s ELF S A -IF Zone 1:r=xrs"t Zone 2: ifm s Zone 3: Fxi -I Zone 4:PLAfJ Zone 5: PLJ41Q Garage: NIig 7. Design Loads: Floor: ix,Sf PSF Roof/Dead: Exist PSF Roof/Live: Cxicj Balcony: PSF Dock: PSF Deck: PSF , Stairs: PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? L4es Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: /fog PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: kld-ve- y Print Name Cert # & Co. Cert Auth. Signature, Date, and Seal 7Z Or Z-1 �'�/'. ✓ s. L _ F-L 35��Z Company Name & Address Revised 07/25/2014 7/28/'" I Florida Building Code Online RT Business 1 1nal RegulAtion. rr,+ 11CIS Home Log In � User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Floiida Depaltment� Busines Professi al ® �, USER: PProduc, Approval Public FI'Loh Regulation COPY Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail FL # FL1654-1114 Application Type Revision Code Version 2010 Application Status Approved Comments REVISIO1 N Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 ST. LUCI - r.QUNTY (602) 363-7139 BUILDING DIVISION .w stevew@polyglass.com REVIEWED FOR coMPLIAN Quality Assurance Representative James Akins REVIEWED BY Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkw DATE • • LAN AND P IT Hazleton, PA 18201 MUST BE KEPT ON JOB OR (800) 894-4563 NO INSPECTION WILL BE MADE jakins@polyglass.com 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 Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Re HCopy Received AN 1AE-SE PLUS ALL PROPOSM WORK Robert Nieminen I ARE SUBJECT TO ANY COraRECTIONS REQUIRED BY P19LO INSPECXRS THAT PE-59166 &LAY BE NECt SAIY IN ORM TO UL LLC 06/27/2016 COMPLY WITH ALL APPLICABLE CODES. John W. Knezevich, PE _a Validation Checklist - Hardcopy Received FL1654 R14 COI 2014 04 COI Nieminen.odf Referenced Standardja nd year (of Standard) Standard Year 7/ / 7 // ASTM D6163 2000 ,5---. ASTM D6164 2005 ASTM D6222 2002 ASTM D6509 2000 rAl— FM 4474 FM 4474 1992 2004 2004 https://floridabuiiding.org/pr/pr app O.aspx?param=wGEVXQwtDgvgqu2wp/o2bnFgUPv2pw6pKxAhcEv5QVOXp/o2b7vOAjpjc3A9d4EDVca%2bBlbtpjgEzp/o2bu... 1/2 7/2$/2015 Florida Building Cade Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/11/2014 Date Validated 11/19/2014 Date Pending FBC Approval 11/21/2014 Date Approved 02/23/2015 Date Revised 02/27/2015 Summary of Products FL # Model, Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R14 II 2014 11 FINAL Al ER POLYGLASS MODBIT FL1654- R14.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application Evaluation Reports relates to one particular assembly over concrete FL1654 R14 AE 2014 it FINAL ER POLYGLASS MODBIT FL1654- R14.odf deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits Created by Independent Third Party: Yes of Use. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email 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, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 ® eetEck M sccurit nrr:nucs https:/iforidabuilding.org/pr/pr app d.aspx?param=wGEVXQwtDgvgqu2w`/*2bnFgUPv2pw6pKxAhcEv5QVOX%2b7vOAjpjc3A9d4EDVca%2bBlbtpjgEz%2bu... 212 ,I I ftINITY I ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE I 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 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 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 6 —� lE-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 7-8 lE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 8-9 1F 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 11 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 12-13 3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 14-17 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 18-19 3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 19 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20-21 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 22 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 23-25 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 26 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 27 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 28 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 28 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 30 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 30 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 30 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 31-33 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 33 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ILE PY- > 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, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the CIA requirements of F.A.C. Rule 61G20-3 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. Exterior Research and Design, LLC. d/b/a Trinity ERD —?// cf /` 5— Evaluation Report P9290.02.08-R12 for FL1654-R14 Certificate of Authorization #9503 ! Revision 12:11/12/2014 Prepared by: Robert Nieminen, PE-59166 / Appendix 1, Page 1 of 33 ti ��TRINITYIERD 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. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. 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. ➢ Dow Insta-Stik Roofing Adhesive INS): 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 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. ➢ 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: 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. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (06500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (O13500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (013500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 7. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft. S. 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. 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 AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 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. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report P9290.02.08-1112 for FL1654-1114 Certificate of Authorization #9503 Revision 12: 11/12/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 33 \i TRINITY I ERD 14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. 'I TABLE 1: POLYGLAss ROOF COVERS Reference Layer Material Application BP -AA Base Polyglass G2 Base, FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt -Applied) Ply FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II HA at 20-40 Ibs/square SBS-AA Base or Ply Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6 (SBS, Asphalt -Applied) Cap Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS, Polyfresko G SBS FR HA at 20-40 Ibs/square SBS-TA Base or Ply Elastoflex V, Elastoflex S6 (SBS, Torch -Applied) Cap Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshield TS-G FR, Polyfresko G SBS, Polyfresko G SBS FR Torch -Applied SBS-SA Base Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR (SBS, Self -Adhering) Cap Elastoflex SA P, Elastoflex SA P FR, Polyfresko G SBS SA P, Polyfresko G SBS SA P FR, Polyreflect Self -Adhering APP-TA Base or Ply Polyglass APP Base, Polyflex, Polybond (APP, Torch -Applied) Cap Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied APP-SA (APP, Self -Adhering) Cap Polyflex SA P, Polyflex SA P FR, Polyfresko G APP SA P, Polyfresko G APP SA P FR, Polykool Self -Adhering 15. Any of the following FBC Approved coatings maybe 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; ➢ 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; Fq5' I C ➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated; L rim ➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated; bow IWPY ➢ 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; ➢ Polybrite 90 or Polybrite 95. 16. The following represent priming requirements for gypsum -based coverboards: ➢ Dens Deck and Dens Deck 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 does not require field priming for any membrane application. 17. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report P9290.02.08-1112 for F1.1654-1114 Certificate of Authorization #9503 Revision 12: 11/12/2014 Prepared by: Robert Nieminen, PE-59166 Ap pendix 1, Page 3 of 33 ��TRINITYJ ERD TABLE 3E-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER System Deck (See Base Sheet Roof Cover No. Note 1) Base Fasten Attach Ply Cap MDP (psf) W 20 Min. 15/32- Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in (Optional) BP -AA, SBS-AA, SBS-AA, SBS-TA -45.0• inch plywood two, equally spaced, staggered center rows SBS-TA or APP-TA or APP-TA W 21 Min. 15/32- Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in (Optional) BP -AA, SBS-AA, SBS-AA, SBS-TA -52.5 inch plywood two, equally spaced, staggered center rows SBS-TA or APP-TA or APP-TA W-22 Min. 15/32- Polyglass APP Base Original Simplex Cap Nails (1-inch metal head diameter,11 gauge xmin. 1.25-inch long annular 6-inch o.c. at 3-inch lap and 6-inch o.c. in four, (Optional) SBS-SA or APP-TA SBS-SA, APP-SA -52.5 inch plywood P grooved shank) equally spaced, staggered q Y P acedggered center rows or APP-TA Min. 15/32- Original Simplex Cap Nails (1-Inch metal head 6-inch o.c. at 3-inch lap and 6-inch o.c. in four, W 23 inch plywood Polyglass APP Base diameter,11 gauge x min. 1.25-inch long annular equally spaced, staggered center rows Polyflex SA Base APP-TA -52.5 grooved shank) W-24 15/32- Mich Elastobase (with poly top surface) Original Simplex Cap Nails (1-inch metal head diameter,11 gauge x min. 1.25-inch long annular 6-inch o.c. at 3-inch lap and 6-inch o in four, (Optional) SBS SA, SBS-TA or SBS-SA, APP-SA, SBS-TA or APP- -52.5 inch plywood plywoood grooved shank) euallspacedstaggered center rows qy p, ggs APP-TA TA W-25 Min. 15/32- Elastobase (with poly top surface) Original Simplex Cap Nails (1-inch metal head diameter,11 gauge x min. 1.25-inch long annular 6-inch o.c. at 3-inch lap and 6-inch o.c. in four, Polyflex SA Base APP-TA -52.5 inch plywood grooved shank) equally spaced, staggered q Y P acedggered center rows W 26 Min. 15/32- Elastobase (with sand top surface) Original Simplex Cap Nails (1-Inch metal head diameter, 11 gauge x min. 1.25-inch long annular 6-inch o.c. at 3-inch lap and 6-inch o.c, in four, (Optional) BP -AA, SBS-AA, SBS-AA, SBS-TA inch plywood P grooved shank) equally spaced, staggered center rows SBS-TA or APP-TA or APP-TA -52.5 Elastobase, Elastobase Poly, W 27 Min. 19/32- Polyglass G2 Base, CertainTeed Glasbase, Firestone MB Base, JM 32 ga., 1-5/8-inch diameter tin caps with it ga. 8-inch o.c. in 4-inch lap and 8-inch o.c. in (Optional) One or more BP- SBS-AA, SBS-TA, inch plywood Perma-Ply 28, Tamko Glass Base annular ring shank nails three, equally spaced, staggered center rows AA SBS-AA, SBS-TA or APP- TA APP-TA -60.0 or GAFGLAS #75 W_28 Min.19 32- / Elastobase or Elastobase Poly with Y 32 a., 1-5/8-inch diameter tin caps with 11 a. g / p g 8-inch o.c. in 4-inch la and 8-inch o.c. in p (Optional) One or more SBS- SBS-SA, APP-SA, inch plywood poly top surface annular ring shank nails three, equally spaced, staggered center rows SA, SBS-TA or APP-TA SBS-TA or APP- -60.0TA W 29 Min.19/32- Elastobase or Elastobase Poly with 32 ga., 1-5/8-inch diameter tin caps with it ga. 8-inch o.c. in 4-inch lap and 8-inch o.c. in inch plywood poly top surface annular ring shank nails three, equally spaced, staggered center rows Polyflex SA Base APP-TA -60.0 �N 3Min 15/32- oElastobase Sluz MAXX G 6 mcot 2'inchg6=inch o ciwo OptionaBAS , SBS AA, S85`TA h mywo p �. gaepreadnd �qu�v?aCed. stacenterows _ 565 TApr AQPi,�T or APP-TA 90.0 (Optional) One or more SBS- SBS-SA, APP-SA, W-31 Min.19/32- Elastobase or Elastobase Poly with 32 ga., 1-5/8-inch diameter tin caps with li ga. 4-inch o.c In 4-inch lap and 4-inch o.c. in four, inch plywood poly top surface annular ring shank nails. equally spaced, staggered center rows SA, SBS-TA or APP-TA SBS-TA or APP- -97.5 TA W-32 Min.19/32- Elastobase or Elastobase Poly with 32 ga., 1-5/8-inch diameter tin caps with 11-ga. 4-inch o.c. in 4-inch lap and 4-inch o.c. in four, inch plywood poly top surface annular ring shank nails, equally spaced, staggered center rows Polyflex SA Base APP-TA 97,5 Exterior Research and Design, U.C. d/b/a Trinity)ERD Certificate of Authorization 119503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report P9290.02.08-1112 for FL1654-1134 Revision 12: 11/12/2014 Appendix 1, Page 7 of 33