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Florida Building Code Online • .,.:. .. .... . _• ;? _ ._,+.__ ...fid.... I +.11.,�_,,t, .. „n, KYt ,- .,.i. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business.. ' @--nProfessi ,'nial USoduct Approval c User ora-,.,rr Anni•:;-al Pt nu>Product or AQ;l.cation Search>Aoolication list>Application Detail FL# FL15255-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253) 875-7300 andrewn@trinityglass.com ! Authorized Signature Vivian Wright i r i rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email y Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received r; Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. King, P.E. Y , ❑� Validation Checklist- Hardcopy Received Certificate of Independence FL15255 R1 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 i TAS 201, 202, 203 1994 i y Equivalence of Product Standards http://www.flotidabuilding.org/pr/pr app_dtl.aspx?parwn�GEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[ll/17/20152:03:14PM) Florida Building Code Online Florida Licensed Professional Engineer or Architect ELI 5255 R1 Fouiv Eouivalencv Of Standards.Ddf 1 - p tSections from the Code t.. Product Approval Method Method 1 Option D ,1 Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 Summary of Products .wa Go to Page 10 0 !Y Page 1/20 �FIL# Model,Number or Name Description 15255.1 a.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X) Limits of Use Installation Instructions _ i Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.I.od` Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes i Created by Independent Third Party:Yes Design Pressure:N/A lEvaluation Reports Other,See INST 15255.1 for Design Pressure Ratings,any additional use FL..15255 Ri AE Eval 1 5255.L.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _ _. 15255.2 b.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidellte or 3' Sidelites-Outswing Continuous Head and Sill Configurations(OX or XO; l OXO) 's. l Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R1 II Inst 15255.2.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.2 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.2.ndf j limitations,installation instructions and product particulars. Created by Independent Third Party:Yes E _ 15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Configurations(OX or X0;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.3 for Design Pressure Ratings,any additional use FL.15255 R1 AE Eval 152.55.3.}_df i limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.4 d.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without"Impact" Sidelltes-Outswing Configurations(XX;OXXO) Limits of Use — Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.4.odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.4,Ddf j [,limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.5 — e.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Configuration(X) Limits of Use—� Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.5.01 # Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 I Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports r Other:See INST 15255.5 for Design Pressure Ratings,any additional use FI..J 5255 R1 AE Eval.I5255.5.Ddf limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.6 f.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations(OX or X0; 0X0) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI 11 Tnst 15255.6.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.6 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.6.odf (Imitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.7 g.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or _ Sidelites-Outswing Configurations(OX or XO;0X0) _ Limits of Use _ Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 11 Inst 15255.7.0f http:/hvww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ji Impact Resistant:Yes Created by Independent Third Party:Yes EI Design Pressure:N/A Evaluation Reports 1,Other:See INST 15255.7 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.7.odf ;I !j limitations,installation instructions and product_particulars.— —�— Created by Independent Third Party:Yes 15255.8 h.Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact"� it _ Sidelites-Outswing Configurations(XX;OXXO) Limits of Use Installation Instructions l j Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.8.odf i a ! Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409it Impact Resistant:Yes Created by Independent Third Party:Yes IIDesign Pressure:N/A Evaluation Reports 't Other:See INST 15255.8 for Design Pressure Ratings,any additlonal use 1`115255 R1 AE Eval 15255.8.odf 1 j limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.9 i.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing Configuration(X) Limits of Use Installation Instructions j _s Approved for use In HVHZ:Yes F1,15255 RI TI Inst 1.5255.9.odf f i Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j�Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.9 for Design Pressure Ratings,any additional use FU 5255 R1 AE Eval 15255 9.odf limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes Ij15255.10 — — Fiberglass Door 68 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelltes-Outswing/Inswing Continuous Head and SIII Configurations ! ' (OX or XO;OXO) _ !t Limits of Use Installation Instructions ;! Approved for use in HVHZ:Yes FL15255 R1 11 Inst 15255.10.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ! j Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.10 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.10,odf limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.11 k. Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite 1 or Sidelites-Outswing/Inswing Configurations(OX or XO;0X0) i —j - !Limits of Use Installation Instructions ;! Approved for use in HVHZ:Yes F(1 5255 R.1 it Tnst 15255.11.rdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 , Impact Resistant:No Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports Other:See INST 15255.11 for Design Pressure Ratings,any additlonal use FL15255 R1 AE Eval 15255.11.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255,12 I.Fiberglass Door 6'8 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- ' _ Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) l Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.12.odf i Approved for use outside HVHZ:Yes Verified B Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes ,! Design Pressure:N/A Evaluation Reports I' Other:See INST 15255.12 for Design Pressure Ratings,any additional use(FL15255 R1 AE Eval 15255 12.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes (15255.13 m.Fiberglass Door 68 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite ! or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations i! ! (OX or X0;OXO) ! Limas of Use — Installation Instructions Approved for use in HVHZ:Yes 1`115255 R1 T1 Inst 15255.13.odt ra - Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.13.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.14 �n.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite 11 s it or Sldelites-Outswing/Inswing Continuous Head and SIII Configurations it (OX or XO;0X0) — --.j I;Limits of Use Installation Instructions ;I Approved for use in HVHZ:Yes FL15255 R1 TI Inst 15255.14.odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 !i Impact Resistant:No Created by Independent Third Party:Yes II Design Pressure:N/A Evaluation Reports Other:See INST 15255.14 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.14.odf 1 ' limitations,installation instructioris and product particulars. Created by Independent Third Party:Yes 15255.15 o.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite i or Sidelites-Outswing/Inswing Configurations(OX or XO;0X0) it Limits of Use Installation Instructions _I y Approved for use in HVHZ:Yes FL15255 R1 11 Inst 15255.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ! Impact Resistant:No Created by Independent Third Party:Yes i :a I Design Pressure:N/A Evaluation Reports I 1 Other:See INST 15255.15 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.15.1( i I limitations,installation instructions and product particulars. Created by Independent Third Party:Yes e 115255.16 p.Fiberglass.Door 68 Double Glazed"Non-Impact"Fiberglass Door with or without"Non t I € I Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.16.ndf (I http://N%,%tilv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgv3yVVKJZlQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online T Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ' Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.16 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 152.55A6.pdf � limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 115255.17 �— q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing _-- Configuration(X) !Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL - Rl II Inst 15255.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports !' Other:See INST 15255.17 for Design Pressure Ratings,any additional use FI..1.5255 RI. AE Eval 15255.17.ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.18 r.Fiberglass Door 18'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations ---- — (OX or XO;0X0) iLimits of Use (Installation Instructions Approved for use in HVHZ:Yes j FL15255 R1 I1 Inst 15255.18.odf Approved for use outside HVHZ:Yes c�Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No 1 Created by Independent Third Party:Yes 1 Design Pressure:N/A Evaluation Reports 1 Other:See INST 15255.18 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.18.0 limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.19 s. Fiberglass Door8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Configurations(OX or X0;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI.15255 R1 II Intit 15?55.19.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.19 for Design Pressure Ratings,any additional use FL15255 R1 AE Fval 15255.19.pdf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.20 t.Fiberglass Door 8'0 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) _ Limits of Use Installation Instructions Z Approved for use in HVHZ:Yes FLI.5255 RS II Inst 15255.20.odf ,l Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.20 for Design Pressure Ratings,any additional use F115255 R1 AE Eval 15255.20.ndf limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes { Go to Page 0 Page 1/24 0 59 . 1 ! 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 mall 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 emails 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 click here-. Product Approval Accepts: ER M I; i s -urItvM vi iuc5' http:/Avww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgv3yVVKJZlQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d°/`3d[6/30/2015 8:02:38 AM] Florida Building Code Online J Certified By Florida Licensed Professional Engineer or Architect FL15255 R1 Eouiv Ecuivalency Of Standards.odf Sections from the Code Y•_ Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/09/2015 :d Date Approved 06/23/2015 Summary„_of Products Go to Page 00 Page 2/2 0 0 i�FL#� W�Model,Number or Name Description i 15f 255.21 u. Fiberglass Door 8'0 Single Glazed "Non-Impact” Fiberglass Door Outswing/ Inswing Configuration (X) Limits of Use i Installation Instructions Approved for use in HVHZ:Yes k FL15255 R1 II Inst 15255.21-pdf j IApproved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.21 for Design Pressure Ratings, any FL15255 R1. AE Eval 15255 21 pdf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes I particulars. 15255.22 v. Fiberglass Door r 8'0 Single Glazed "Non-Impact" Fiberglass Door with"Non- Impact"Sidelite or Sidelites- Outswing/Inswing Continuous —_ Head and Sill Configurations(OX or XO; OXO) rLimits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255,22.12df j i Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i I Other:See INST 15255.22 for Design Pressure Ratings,any FL]5255 RI AE Eval 15255.22.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.23 w. Fiberglass Door --- f 8'0 Single Glazed "Non-Impact" Fiberglass Door with "Non- ' i Impact"Sidelite or Sidelites- Outswing/Inswing :.:.i Configurations (OX or XO; OXO) Limits of Use !Installation Instructions Approved for use in HVHZ:Yes F1.15255 R1 II rust 15255,23,12d Approved for use outside HVHZ:Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.23 for Design Pressure Ratings, any ( FL15255 R1 AE Eval 15255.23.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes t particulars. LL 15255.24 x. Fiberglass Door 8'0 Double Glazed "Non-Impact" Fiberglass Door with or f, I without"Non-Impact"Sidelites-Outswing/Inswing — Configurations(XX; OXXO) { ' t i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.24.1df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 f Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports 1 Other: See INST 15255.24 for Design Pressure Ratings,any FL15255 RI AE Eval 15255.24.pdf additional use limitations, Installation instructions and product ( Created by Independent Third Party: Yes ' particulars. http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKW llbCtMx3AWEBtgJRTL5r4g°/a3d%3d[l1/17/2015 2:03:14 PM] Florida Building Code Online l '# Contact Us;; 1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 -r The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ;:Privacy Statement::Accessibility Statement::Refund Statement j Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 emails 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 click bene- . Product Approval Accepts: 1. _- sccuritc�.tt rsccc, http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgv3yVVKJZlQRNoHTeKozNKWIIbCfN4x3AWEBtgJRTL5r4g%3d`/*3d[I1/17/2015 2:03:14 PM] R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No.43409 April 1,2015 R:\Admin DOCS\FBC Templates\Certificate of Independence.doc Sheet 1 of 1 R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O.Bos 230 Valrico,FL 3395 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 March 12, 2015 To Whom It May Concern: FL-15255 Equivalency of Standards ASTM D 635-03 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants, Inc. that ASTM D 635-03 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 5th Edition(2014) Florida Building Code. ASTM G 155-04 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 155-04. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc. that ASTM G 155-04 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 5th Edition(2014) Florida Building Code. jqL) 43140D 0C Z m Lyndon F. Schmidt, P.E. FL No. 43409 <{' CA No. 9813 /0 u�.. 74.00"MAX.C.A.FRAME WIDTH 'V • IS O. z S INTERNATIONAL z Ovi < z .... .. cn z I, a '03 0 zo LD UN .: 0 0 x z X a xli z 0 ti < .11� 0 Q_ GLAZED FIBERGLASS DOOR M'L G'T 0 with or without SIDELITES < Ld INSWING OUTSWING "NON-IMPACT' ta 0c) GENERAL NOTES 105.07MAX.C.A.FRAME WIDTH- to A I This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Buildingto Code(FBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). R 15.50"MAX. :5 FRAME WIDTH go 48 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base ::E material shall be beyond wall dressing or stucco. tfl 3. When used in the"HVHr this product Is required to be protected with an impact resistant covering 0 LO that complies with Section 1626 of the FBC. z 0 a- t2 4. When used in areas outside of the"HVHZ`requiring wind bome debris protection this product is z required to be protected With an Impact resistant covering that complies with Section 1609.1.2 of the FBC. >- 03 M., 0 0 S. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. X 0 x 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a fr- licensed engineer or registered architect. 0 O 7. Outswing configuration using threshold item#25 meet water infiltration requirements for"HVHT'. :2 < 8. inswing configurations and outswing configuration using threshold Item 027 do not meet the water q V) a infiltration requirements for the"1WHE'and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. 11 TABLE OF CONTENTS _SHEEr# DESCRIPTION I Typical elevations,design pressures&general notes 2 Door panel details an MAXDESIGN.PRESSURE(PSF) DESIGNYAESSURE.(P ): t OU SWING, CONFIGURATION FRAM 3 Sidelite panel details and lazing details 4 ElevationsIYPE ...... :,PIMENSION P -NEGATIVE POSITIVE:- NEGATIVE 5 Horizontal cross section a :1. :U1 0 6 Vertical cross sections .47.0 +47.0 -47.0 M ENDURA +47.0 DATE: 2127112 7 Vertical cross sections f XX 74.0" 97.88" —( — 8 % +50.0 -55.0 sclu: N.T.S. z < Frame anchoring DWG.BY: JK 10 Astragal etails(TRC) ENDURA +47.0 -47.0 +47.0 -47.0 CHK.BY: LFS 11 Astragal details(Endura) oxxo 105.0"x 97.88" DRAWING NO,: 12 Components TRC +47.0 -47.0 1 +47.0 1 -47.0 FL-15255.24 2 13 Bill of materials — a SHELT_1 OF_12 A! 1.6" FIBERGLASS GI PVC COMPOSITE EXTERIOR PVC STILE 0.32" SKIN TOP RAIL 1.57" �o �Q�;••'' �tJ�i N -- -- Zon CAP / m o;Q-z zo zo 0.2" LVL STILE POLYURETHANE INTERIOR LVL LOCK-/ --LVL RAIL $N ..z FOAM CORE STILE1� v a x 7 O HORIZONTAL CROSS SECTIONRxq y m Ey m a 2 \ n NM 7 Qrm V a maa� Y 4 POLYURETHANE 35.75'MAX. E o z t PANEL WIDTH HOT MELT SEALANT -1/2"GLASS BYTE .: —FOAM CORE oa 21'00 1"O.A.THK GLASS MAX.D.L.O. A2 - 1/87EMPERED GLASS AIRSPACE z �� Gl Ln W J z? 1/8"TEMPERED GLASS fl8 X 1-1/2"PPH SMS - ALUMINUM&BUTYL EXTERIOR INTERIOR ? o 0 ry / (SEE NOTE I) SPACER SYSTEM oAr o¢ P j 0 F GI GLAZING DETAIL 1.51" a Up Ute Frame m 6 o w 6 G d Q 1 u T� c SEE HARDWARE DOOR SKIN h CHART z 0 0 LIPlfTEFRAME w T'n & ABS or PC/ASA N w / w o LVL o S / RAIL z HARDWARE CHART J_ "' N F Q PVC -- I 2 m MANUFACTURER MODE! COMPOSITE o z v RAIL I I I11-1021 0 z 2 KWIKSET KNOB:SIGNATURE SERIES Dnp 2/27/12 2 sDUE: N.T.S. z DEADBOLT: SIGNATURE SERIES(980) I�1 56 .�II owc.BY: JK m LIPLITE FIBERGLASS DOORFIBER NOTE: GLASS DOOR I.-1,7CHK.BY: LFS 1.Spacing for lite frame screw is as follows: 2 VERTICAL CROSS SECTION DRAWING ND.: FL-15255.24 ro DOOR SKIN:0.079"MIN.THK.FIBERGLASS Top and Bottom:7'ham each comer&at centerline(3 total) 2 - CORE MATERIAL:POLYURETHANE FOAM Sides:2"from each corner and equally spaced thereafter(10 total) a SHEET 2 Dr 13 V 1.56" S�ss f f Gl TOP RAIL 0 m SIDELITE EXTERIOR L STILE L) LV (LV SKIN de•Z- 0,•r ZOO` °gym •o N �� ' h SIDELITE—.._ 'ii•� .. 13.8T'MAX. LVL STILE .,.' SKIN '',��fffilr Ipss�,`` o n m i PANEL WIDTH 1 I o N d d.BT' INTERIOR POLYURETHANE I--�0.75' E m z m o MAX.D.L.O. FOAM CORE o `o a. v a N O 4 a maam y LL 1 HORIZONTAL CROSS SECTION GI a z 3 �w / 0 3d i EXTERIOR INTERIOR _ Q` O z o0 w 3 1/2"G(ASS BYTE z z x � HOT MELT SEALANT -- ry a P O A2 ,— rO.A.THK GLASS z N c it W a 1/8"TEMPERED GLASS ~ o o N rn AIR SPACE 0 IN a a a �m 1/8'TEMPERED GLASS 48 X 1-1/7'PPH SMS ALUMINUM&BUTYL �. (SEE NOTE 1) SPACER SYSTEMzz m m GLAZING DETAIL POLYURETHANE v GT Up Lite From FOAM CORE Z 0 0 0 w a 0 3 � o i W FIBERGLASS SIDELITE N o 41 "NON-IMPACT' I Z NOTE: AZ !IP L1iE FRAME oar: 2/27/12 i w 1.Spacing for lite frame screw is as follows: ABS or PC/ASA SCALE o a Top and Bottom:2'from N.T.S. rom each comer(2 total) BOTTOM RAIL ' w Sides:2"from each corner and equally spaced thereafter(8 total) (LVL)LVL �• JK _ m ) CNK.BY: LFS 3 Z ^ DRAWING NO.: DOOR SKIN:0.079"MIN.THK.FIBERGLASS 1f VERTICAL CROSS SECTION FL-15255.24 N CORE MATERIAL:POLYURETHANE FOAM SHEET K RAClients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.17-24.dwg,4.20 I �7 O O l7f A P A \ C.N A N Q X O O PW P w V CO V 1a V N E D-4) V N SCF11y/ No.43409 _ i > PRODUCT: Docu—W Prepared By: z F TRINITY GLASS INT'L Lyndon F. Schmidt '�'rs'•`Za?ioP• �j�� P.E. No. 43409 $ PA 'CNiI r- -i '� RT OR ASSEMBLY: ''/m(�7,�/BUILDING CONSULTANTS, INC. 1 03/02/15 'UPDATE TO 5TH ED. (2014) FBC JK e/li UI! P.O. Bax 230, Valrico, FL 33595 It A N N0. DATE BY ELEVATIONS Y Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W.BUILDING 0DN6ULTGWTS INC, 1-1/4 MIN. 65 _ 0.15' EMB.(TYP.) /D' n —C'SINK J 40 z rc' Q� 6 rn Y••• •��\ j O fp m 41 z o m o 12 o n z 63 / INTERIOR INTERIOR o a m wn z IE\ e°n E m o m o w a`I ma iot>-v v daT LL I v v Z c TW J � a NOTE., $ 3 D: 62 I a 1.SideGte screw s cing:6"from each z J / EXTERIOR end 6 more scr s equally spaced 24 26 62 (8 screws tota erjamb). w z 18 EXTERIOR �\_ N N SEE NOTE 1 63 A E J 2'�HORIZONTAL CROSS SECTION m 5 Outswing shown-Inswing also approved 3 HORIZONTAL CROSS SECTION N Q Shownw/1Xsub-buck 1 44'MIN. z < Z EMB.UYP.) MB-(TYP.) o � N 3 O � L O S a a C 0.15' 011151 m C'SINK C'SINK a (TYP.) 40 58 41 1 I o N z > 40 12 53 0 0 4iryld>a!I!t ! 12 40 INTERIOR o r f INTERIO 0 0 •. \W Z a �_ oO 64 0 w J 24 26 EXTERI 23 EXTERIOR 62 1 GATE: 2/27/12 z OD 63SCAM N.r.s. 9 z 8 18 SEE NOTE 1 6 E DING.BY: JK m E CHK.BY: LFS 3 K HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION r5HORIZONTAL CROSS SECTION DRAWING No.: $ Outswing shown-Inswing also approved $ Outswing shown-Inswing also approved $ Outswing shown-Inswing also approved FL-15255.24 0 _ sxEEr 5 OF 13 w f. R:\Clients\Trinity PERMANENT\Florida Pmdm Approvals\FL-15255\C-DraveingsNFL-15255\FL-15255.17-24.dwg.620 m m 0 a PD OC () o O N } ^ c _ Q -4 Q m _ CL - �' C'SINK j m (TYP.) 1 n v f� EMB. P.) p r 4 ° G A 1-114"MIN. ' EMB.(TYP.) O TM XI =n ° n z o � m !J m �� f m , j .. ° 1-114"MIN. EMB. c Q 1 anc N r a ° n (O i� I m ° EMB.(TYP.) 4 n\\\ O �1............. ...lu..... 1-114"MIN. `wti \�•'uC8N8E'- EMB.{TIP.) / 43409 n m PRODUCT: Documents Preparod BY: -TRINITY GLASS INTI Lyndon F. Schmidt R r m // P.E. No. 43409 /i///1�lYAL' ��` BUILD{NG CONSULTANTS, INC. N +• PART OR ASSEMBLY: i 3f02 15 UPDATE TO 5TH ED. (2014 F8C JK tjERT1CAL CROSS SECTIONS yY P'O' 8"x 230, Valrico, FL 33995 t,ry Phone No.; 813.559.9197 �w ^' NO DATE REVISIONS BY FSPE C.A. No. 9913 0201'2^R.W.BUILDING CONSULTANTS INC. z° q q q a w4 SEE NOTE 1 c _z a '��� '''•. �f�,y`` >> m "^ l���'ll1 1111 ` o n z -. `"`t" - � r_"-,,, c°w SEE 63 — _ m V ° U) a c°a NOTE 41 \ 4 m a mda� {/per} �... '.._l E Q z p 62 O j tl 41 � EXTERIOR INTERIOR "v �2]VERTICAL CROSS SECTION z w EXTERIOR INTERIOR EXTERIOR INTERIOR 7 Shown WI X sub-buck � m � U 1 VERTICAL CROSS SECTION i 41 6$ SEE NOTE 1Ir a U O NOTE z o� 1. Screws thru head and sill 60 2 � a a jamb to 3'•from each p EXTERIOR. INTERIOR m end and on center line. i EXTERIOR INTERIORxx e d 41 e o U> SEE 63 d o bl w 41 63 SEE r4 VERTICAL CROSS SECTION NOTE 1 - F G NOTE 1 n a �7 W Z uhwing siII 25 60 p 1r1 4 6 F DATE: 2/27/12 z scAI.E: N.T.S. ° z DwG.BY: JK m z d crec ar; tFS 3 $ VERTICAL CROSS SECTION VERTI AL CROSS SECTION DRAWING NG.: 7 Outswing sill-high dam 7 Inswing sill r Z-15255,24 0 u sNEEs 7 DE 13 �, o`ttttttt........... 25 o in m i Y III "v t UN O TYP.HEAD II 1:1 v e E m - m u AND JAMBS I I III li o-o p`0 a III TYP.HEAD III " w m a m II AND JAMBS III 5 4 0 2X BUCK 2X BUCK III III a ochi `Z III III g ra III III III SII III -FOR- III C0 III REF.ONLY III r z w N = L) III IIIw c� m wO III III Nz w x MASONRY III III O z OPENING MASONRY III it m OPENING III II �I O „� III III a a III III III II Y} �m III III • III ill � m m � o BUCK ANCHORINGd z BUCK ANCHORING o` w to u ti FLD O CONCRETE ANCHOR NOTES: a 1.Concrete anchor locations at the comers may be adjusted to maintain the min. a edge distance to mortar joints. ? a 2. Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to w i maintain the min.edge distance to mortarjoints,additional concrete anchors g a may be required to ensure the"MAX ON CENTER"dimension are not exceeded. a 3.Concrete anchor table: o i MIN.;CLEARANCE MIN Z EARANCE: ° ANCHOR ANCHOR MIN y�1 TO MASONRY. TO ADJACENT. 2127112 i DATE ��-: N.T.S. TYPE.. SIZE EMBEDMENT` 0 :.:. . . . ...EDGE - ::.. ANCHOR... .::. ITINDWG.aY: JK m PC ® IlIf, .. Z.. 4.. 0 a TAPCON cHx.BY.. LFS 3 y. DRAWWG NO.: _ ELCO a 1/4" 1.7/4., �., 4.. a ULTRACON FL-15255.24 0 SHEET $ OF 13 SEE HINGE DETAIL 1 {"III I � _ m V2X z cm"A_A" tj KF 1X BUCK rrn11 pit, � o r° 0 z° •N�? 2X BUCKK la 2X BUCK 1 L 2X BUCK II ` a i a z C; TYP 31 TYP. to a m c w HEAP 911 HEAD I a Q r m -- &JAMBSB9 - 8 JAMBS III 63 — - - m a a u DOOR DOOR& d FRAME f p SIDELITE — E 9 z FRAME w If <� -f pl �_ 9V SSD: z II - �L) I _ vz II v z �I �O 9 ASTRAGALSHOWN II o I! _ FOR REF.ONLY II _ ? Of II If Lo o MASONRY ASTRAGALSHOWN X SEE FOR REF.ONLY 01 M SONRY 1 �� o zQ OPENING ENING m w HINGE _ II TYP.0 SILL _ - TYP.Q SILL II _ _ N < DETAIL Ig P F 19 < E 90 no U D: a a IIo I I 11 I Il II Il it I - LL HINGE JAMB FRAME ANCHORING RAMEANCHORING N H 1X BUCK o z o w u CONCRETE ANCHOR NOTES: J 2X BUCK o F 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 26 ~ edge distance tomortarjoints. . 24 ASRRAGALSTRIKE JAMB 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to k maintain the min.edge distance to morfarjoints,additional concrete anchors a a may be required to ensure the MAX ON CENTER dimension are not exceeded 8 41XB 3 $ 3. Concrete anchor table: - HINGEDETAIL 2 i o ANCHOR ANCHOR .MIN MIN.CLEARANCE. MIN CLI.EARANCE 1X BUCK I OUTSWING J ZZ \~o a o Q YO'MASONRY TO:ADJACENT"`. n TYPE SRE EMBEDMENT: o ITW EDGE ANCHOR :: � 2X BUCK 56 M INSWING -IL Zz 1/4" 1-1/4" 2" 4" onrE: 2 27/122 'LCO . . . 5�: NUL RACON® 1/4" 1.1/4" 1" 4" '� �/ M.BY: JK0%.Br: LFS1.Maintain a minimum 5/8"edge distance,1"enddistance,&1"o.c.spacing of DRAWING No.:STRIKE PLATE DETAILFL-15255.24 a wood screws to prevent the splitting of wood. 54 VIEWA.A VIEW B-B As—rag6i HINGE DETAIL 1 0 Astraga s e head Astraga-57Fe Q sill SHEET 9 OF 13 N R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.17-24.dwg,1020 B-B TOP • i o_ N A Gf y I y � r i h � m 0 A pep A I N p D I � I w 0 I O -- I -I o --I 70 A � C zr W 0 a m I I 3 n� O n A -n D a I N = r OJ W n W •i D Z C M rm- 3, _ c2r As \ •I o� as r W D m � 2 ti 7 � D A C z O Z c m D H .V D N a D y r - W g m 3?t o i 9> I BOTTOM a No.43409 , 1e r' E PRODUCT: Documents Prepared 6y: i ip m TRINITY CLASS INT'L Lyndon F. Schmidt ••R20FaC/•' _ I P.E. No. 43409 �2j/SSJO�A1- ``�� � �� I Z N �11111111t15 N - v PART OR ASSEMBLY: /m�' BUILDING CONSULTANTS, INC. I I [n 1 03/02/15 UPDATE TO 5TH ED. (2014) FBC JK t/v P.O. Box 230, Valrico, FL 33595 IL -N N NO DATE BY ASTRAGALC�DETAILS phone No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 0 2012 R.W.BUILDING CONSULTANTS IND. R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.17-24.dwg,1120 TOP N A-A o w V V e o 1 1 I 'v .p U_ C � a T V N —y 0 tJ , II F p --) F- 0.37' 'o 1 0 0 Co Do O N O CJ es m o = D A O > � M <2 O D 0 E" n 3 \ C 3 O N N C Q oy 3 a _ Or t m D I � In rnl c c n_ D 0 N j �2.65' D rD- I I i i w Z Q O 2 O 0.50" I�W I�JgI— o 3'' 0 rn 0 W BOTTOM w o_ '.F%SCHIyjO No.43409 PRODUCT: Documents Prepared By: •: `� m TRINITY GLASS'INTL Lyndon F. Schmidt �i s''•� fly�•'Q�;��` i z N P.E. No. 43409 X111171111\\ PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 —03-1-0-271-5 UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230,Vairico, FL 33595 IW N N ASTRAGAL DETAILS NO DATE BY (E AL DA) Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 Cv'2012 R.W.BUILDIND CONSULTANTS IND. R:\Clients\Trinity PERMANENT\Flcrida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.17-24.dwg,12.20 N ut ?O m s - O� A O 1n o i �A J b —�: 1.25 a n I i Z toi , 11 a y mIn I O m v ` o l H `�+ I 75"—I— —i o --I 1.3T' a A 2 �J O - m O 0 --I LOU, O 0.31"1 r O A vl 0 P P_ rn 0.08" O z c O m O m N rn A .o 012 L 0 N 0.76- !F .76"!N 0.08 p o ° \ m 41 H � O N N F N A ^i 1.3 - o 2" A m p 0 ` ``\tlltlil�/` EN SCH // 0u0 .�r No.43409 1.50" T $ x s PRODUCT: Document. Prepared By:i r TRINITY GLASS INT'L Lyndon F. Schmidt I �.�i ..!t20Fa..Is." P.E. No. 43409 rrrrrunlpP IUtPART OR ASSEMBLY: BUILDING CONSULTANTS, INC. _ �t V7 1 0370-271-5—UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230, Vdirico, FL 33595 t —0. DATE BY COMPONENTS Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.BUILDING DONSULTA-INC. N BILL OF MATERIALS _ ITEM& DESCRIPTIONNa, o MATERIAL Z N••O Z N m A iXBUCKSG>=0.55 WOOD %� 'c�0 F B 2X BUCK SG>=0.55 WOOD ���, ... ...... `` C 1/4"MAX.SHIM SPACE �����irll 1 p1T���` o n`0 6 D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL L v N d MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 'e z o Z v E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ` o g 9 m o d F 1/4 X 3-3/4"ITW PFH CONCRETE SCREW _ STEEL V " �'a m a a m H 1/4"X 3-1/4"ITW PFH CONCRETE SCREW STEEL = 6 I 3116'X 1-1/4"ITW PFH CONCRETE SCREW STEEL E 0 w J #9 X 2-1/4"PFH WS STEEL o 3'd L #8 X 2-1/2"PFH WS STEEL M 3/16"X 3-1/4"ITW PFH CONCRETE SCREW STEEL P 11/4"X 2-3/4"ITW PFH CONCRETE SCREW STEEL V) 1 STRIKEJAMB-FINGER-JOINT PINE-SG>=0.42 WOOD 3 HINGE JAMB-FINGER-JOINT PINE-SG>=0.42 WOOD L W 4 HEAD-FINGER-JOINT PINE-SG>=0.42 WOOD 5 5 INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM w o 6 DOOR BOTTOM SWEEP PVC z m J 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL m 9 #9 X 2-1/4"PFH SMS STEEL o 12 WEATHER STRIP QEBD650 Q-LON - 18 3.983"X 4.0"HINGE MIN 0.098"THICK STEEL a 19 SILLKEY PC/ASA m 22 DEADBOLT STRIKE PLATE STEEL G 23 LATCH STRIKE PLATE STEEL u 24 #9 X 5/8"PFH WS STEEL ti LL 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP, a 26 #9 X 1.0"PFH WS STEEL V) 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. W o ° 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILSco x 41 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 50 FLUSHBOLT BAR STEEL12 53 #8 X 1-3/4"PFH SMS STEEL 54 ASTRAGAL STRIKE @HEAD _ STEEL g 56 ASTRAGAL STRIKE @ SILL STEEL n w 58 ASTRAGAL BY TRC ALUMINUM N a a 59 ASTRAGAL CHANNEL BY TRC ALUMINUM n o 60 SIDELITE SPACER-OUTSWING PVC z 61 SIDELITE SPACER-INSWING PVC _z u 62 QUARTER ROUND WOOD DATE, 2/27/12 i z 63 #8 X 2-1/4"PFH WOOD SCREW STEEL SCALE. N.T.S. ° 64 #8 X 2"PFH WOOD SCREW STEEL Mo.Dr: JK m CHK.Br: LFS 3 DRAWMG NO, � FL—15255.24 a O SHEET 13 or 13 V K R W R W Building Consultants, Inc. BConsulting and Engineering Services I'mthe Building Industry C P.O.Box 230 Valrice,PL 33595 Phonc S 13.659.9197 Florida Board ol'Proressional Engineers Certificate ofAuthoriavion No.9513 F�rqduct Evaluation Report. ReporlNo.: FL-15255.24 I2015 Product Sub Category Manufacturer Product Name Category Trinity Glass Internatibrial Glazed Fiberglass Door Exterior Swinging Exterior Door 4621 192nd St.East with or without Sidelites Doors Assemblies Tacoma,Washington 98446 Inswing/Outswing Phone 235-875-7300 Facsimile 235-875-7301 "Non-Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Trinity Glass International based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15255.24 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item#25 meet water infiltration requirements for"HVHZ". 8. Inswing configurations and outswing configurations using threshold#27 do not meet the water infiltration requirements for the"HVHZ" and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15255.24 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt, P.E. TEL 05-1026-2 TAS 202-94 Testing Evaluation Lab.,Inc. Wendell W. Haney, P.E. TEL 01370046 TAS 202-94 Testing Evaluation Lab.,Inc. Wendell W.Haney, P.E. TEL 02010411 ASTM G155-04,C158-02 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt, P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt, P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt, P.E. TEL 01470101 ASTM D635-03 .Testing Evaluation Lab.,Inc. Lyndon F.Schmidt, P.E. 2. Miami-Dade NOA Materials Testing 13-0129.27 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed&Sealed by No. FL-15255.24 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by4 ao�© t %! :;:;` �� Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) 6 *, Lyndon F.Schmidt, P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. `✓ �' 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Trinity Glass International is = ` manufacturing products within a quality assurance program that complies'; =, STA I•y 7 F ;41j with " with ISO/IEC 17020 and Guide 53. _ . ;"-. .;: O 1 U.^i�1ti°,o Lyndon F.Schmidt,P.E. - °=; FL PE No.43409 Sheet 1 of 1 Ilk 5/1/2015 Florida Building Code Online CIE 1!A „i•,,� ..it',ii„-(,.�3nry"f, BCIS Home Log In User Registration Hot Topics Submit Surcharge `Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business ,n Professional 00 Pr°d�`tApPr°"a' USER:Public User Product Anoroyal hteno>Product or.Application Search>Aoolication L,st>Application Detail FL# FL15129-R3 Application Type Revision - i Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253)875-7300 y rickw@rwbldgconsultants.com I Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email i i-, Quality Assurance Representative -'r - Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies r _ 1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑� Evaluation Report-Hardcopy Received j Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. t= Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan 1.King,P.E. Validation Checklist-Hardcopy Received - Certificate of Independence FL15129 R3 COI CERTIFICATE OF INDEPENDENCE.ndf is l i Referenced Standard and Year(of Standard) Standard Vear 101/I.S.2/NAFS 2002 it •,_ ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2002 j ASTM E330 2002 ASTM E331 2000 TAS 202 1994 http://1N,%v%v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8JXIFY5%2b%2fQVgNFVLDRrPmTTFzYsFkyExcQ%3d%3d[7/6/2015 1:04:21 PM] Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code i I .. :j Product Approval Method Method 1 Option D i i Date Submitted 05/01/2015 ! Date Validated 05/01/2015 Date Pending FBC Approval 05/09/2015 I" ' J Date Approved 06/23/2015 Date Revised 06/25/2015 1 Summary of Products FL# Model,Number or Name Description „- _ ---= — -- -- 15129.1 a.Fiberglass Door 6'8 Single Opaque"Impact' Fiberglass Door-Outswing/Inswing I` Configuration(X) Limits of Use Installation Instructions + Approved for use in HVHZ:No FL15129 R3 Ii Inst 151 29.1.edf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact'Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports { Other:See INST 15129.1 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.1 ndf and for any other additional use limitations and installation Instructions. Created by Independent Third Party:Yes 15129.2 b.Fiberglass Door6'8 Single Opaque"Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or X0;OXO) j 'Limits of Use Installation Instructions Approved for use in HVHZ:No FL15129 R3 it Inst 15129.2.Ddf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I Other:See INST 15129.2 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.2.Ddf I' and for any other additional use limitations and Installation Instructions. Created by Independent Third Party:Yes d j 15129.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Non-Impact"Sidelite or l ! Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:No Fl-15129 R3 Ii Inst 15129.3.odf - z j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes 111 Design Pressure:N/A Evaluation Reports Other:See INST 15129.3 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.3.odf and for any other additional use limitations and installation instructions. I Created by Independent Third Party:Yes 15129.4 d.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without"Non-Impact" Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions j Approved for use in HVHZ:No FL15129 R3 11 Inst 15129.4.ndf ; Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 I Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports Other:See INST 15129.4 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.4.ndf and for any other additional use limitations and installation instructions. Created by Independent Third Party:Yes 15129.5 e.Fiberglass Door 68 Single Glazed"Non-Impact"Fiberglass Door-Outswing/Inswing Configuration(X) !Limits of Use Installation Instructions Approved for use in HVHZ:No FU5129 R3 If InstI5129,5.0 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 a Impact Resistant:No Created by Independent Third Party:Yes 1 . Design Pressure:N/A Evaluation Reports Other:See INST 15129.5 for Design Pressure Ratings by specific Model FL15129 R3 AE Eva[15129.S.Ddf and for any other additional use limitations and installation instructions. Created by Independent Third Party:Yes 15129.6 f.Fiberglass Door 68 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations (OX or XO;OXO) ' % i j Limits of Use Installation Instructions i Approved for use in HVHZ:No FL15129 R3 II Inst 15129.6.Ddf - j I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ; j Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15129.6 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.6.Ddf j ; and for any other additional use limitations and installation instructions. Created by Independent Third Party:Yes -- -——! 15129.7 g.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite http://Nvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDgsidcHd6ieP8JXIFY5%2b%2fQVgNFVLDRrPmJTFzYsFkyExcQ%3d%3d[7/6/2015 1:04:21 PM] Florida Building Code Online or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) :Limits of Use Installation Instructions d i Approved for use in'HVHZ:No FL..15.1.29 R3 iI Inst 15.129.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 a Impact Resistant:No Created by Independent Third Party:-Yes Design Pressure:N/A Evaluation Reports I i Other:See INST 15129.7 for Design Pressure Ratings by specific Model FL15129 R3 AE Eva 15129.7.odf u and for any other additional use limitations and installation Instructions. Created by Independent Third Party:Yes 115129.8 h.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without'Non- i Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS129 R3 IT Dist 15129.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 > i ! Impact Resistant:No Created by Independent Third Party:Yes y Design Pressure:N/A Evaluation Reports Other:See INST 15129.8 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.8.odf and_for.anv _ _ s _ 15129.9 1.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing Configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15129 R3 II Inst 15129.9.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant;No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports !i i Other:See INST 15129.9 for Design Pressure Ratings by specific Model FI.15.1.29 R3 AE Eval.15129.9.odf and for any other additional use limitations and installation Instructions. Created by Independent Third Party:Yes l Fiberglass DoorV8 Ingle Opaque"Non-Impact" i erg ass or with"Non-Impact" : e i e or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations (OX or X0;OXO) Limits of Use Installation IT I Approved for use in HVHZ:No FL15129 R3 TI Inst.15129.10.odf iI Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ! Impact Resistant:No Created by Independent Third Party:Yes ' Design Pressure:N/A Evaluation Reports j Other:See INST 15129.10 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.10.odf i I and for any other additional use limitations and Installation Instructions. Created by Independent Third Party:Yes i 15129.11 k.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Configurations OX or XO;0X0 { Limits of Use Installation Instructions i Approved for use in HVHZ:No FLIS129 R3 II Inst 15129.11.odf (Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 1 Impact Resistant:No Created by Independent Third Party:Yes y Design Pressure:N/A Evaluation Reports Other:See INST 15129.11 for Design Pressure Ratings by specific Model FI-15129 R3 AE Eval 15129,11.rdr j and for any other additional use limitations and installation instructions. Created by Independent_Third Party:Yes_ 1 15129.12 I.Fiberglass Door 6'8 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- e' Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) __4 -d Limits of Use Installation Instructions '_ d Approved for use in HVHZ:No FL15129 R3 TI Inst 15129.12.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 j Impact Resistant:No Created by Independent Third Party:Yes l ! Design Pressure:N/A Evaluation Reports Other:See INST 15129.12 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.12.0f and for any other additional use limitations and Installation Instructions. Created by Independent.Third Party:Yes 15129.13m.Fiberglass Door 8'0 Single Opaque"Impact"Fiberglass Door-Outswing/Inswing Configuration(X) i Limits of Use Installation Instructions I Approved for use in HVHZ:No FL15129 R3 IT Eval 15129-14.odfit ! Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Ii Other:See INST 15129.13 for Design Pressure Ratings by specific Model FL15129 R3 AE Eva[15129.13.odf and for any other additional use limitations and installation instructions. Created by Independent Third Party:Yes J: 15129.14 �n.Fiberglass Door 8'0 Single Opaque"Impact"Fiberglass Door with"Nan-Impact"Sidelite or `! I. Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX j or XO;OXO) j Limits of Use Installation Instructions 4 Approved for use in HVHZ:No FL15129 R3 II Inst 15129.14.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15129.14 for Design Pressure Ratings by specifiic Model FL15129 R3 AE Eval 15129.14,odf c'^ and for any other additional use limitations and Installation Instructions. Created by Independent Third Party:Yes — 115129.15 0.Fiberglass Door 8'0 Single Opaque"Impact"Fiberglass Door with"Non-Impact"Sidelite or _ _ Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) "! Limits of Use Installation Instructions s Approved for use in HVHZ:No FI 1 5129 R3 IT Inst 15129.15.odf ;, I j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 '• Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports ! ! Other:See INST 15129.15 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.15.9df and for any other additional use limitations and installation instructions. Created by Independent Third Party:Yes it 15129.16 �p.Fiberglass Door 8'0 Double Opaque"Impact"Fiberglass Door with or without"Non-Impact" rw- Sidelites-Outswing/Inswing Configurations(XX;OXXO) http://ivww.floridabuilding.org/pr/pr_app_dtl.aspx?param==%vGEVXQwtDgsidcHd6ieP8JXIFY5%2b%2fQVgNFVLDRrPmJTFzYsFkyExcQ%3d%3d[7/6/2015 1:04:21 PM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:No FL15129 R3 TI Inst 1512.9.16.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 + Impact Resistant:Yes Created by Independent Third Party:Yes { Design Pressure:N/A Evaluation Reports Other:See INST 15129.16 for Design Pressure Ratings by specific Model FLIS129 R3 AE Eval 15129.16.odf and for any other additional use limitations and installation instructions. Created by Independent Third Party:Yes ;! 15129.17 q.Fiberglass Door 8'0 Single Glazed"Non-Impact"Fiberglass Door-Outswing/Inswing !N Configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15129 R3 U Inst 15129 17 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes f Design Pressure:N/A Evaluation Reports Other:See INST 15129.17 for Design Pressure Ratings by specific Model FL15129 R3 AE Eva[15129.17.ndf and for any other additional use limitations and Installation instructions. Created by Independent Third Party:Yes ! 115129.18 Jr.Fiberglass Door 8'0 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite 4 , l or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations -% (OX or XO;OXO) f Limits of Use Installation Instructions - Approved for use in HVHZ:No FL15129 R3 11 Inst 15129.18.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 } Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15129.18 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.18.12df and for any other additional use limitations and installation instructions. I Created by Independent Third Party:Yes �— 15129.19 s.Fiberglass Door 8'0 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite •i or Sidelites Outswing/Inswing Configurations(OX or X0;OXO) Limits of Use Installation Instructions r -I Approved for use in HVHZ:No FL15129 R3 TI Inst 15129.19.ndf s ;; ; Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes � .2 Design Pressure:N/A Evaluation Reports l j Other:See INST 15129.19 for Design Pressure Ratings by specific Model FL.15129 R3 AE Eval 15129.19.odf and for any other additional use limitations and installation instructions. 1 Created by Independent Third Party:Yes 15129.20 t.Fiberglass Door 8'O Double Glazed"Non-Impact"Fiberglass Door with or without"Non- Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) _ 1 Limits of Use Installation Instructions ' fl C Approved for use in HVHZ:No FLIS129 R3 II Inst 15 ed Approved for use outside HVHZ:Yes Verified B Lyndon F.Schmidt,P.E.43409 iI Impact Resistant:No Created by Independent Third Party:Yes 5 j Design Pressure:N/A Evaluation Reports I Other:See INST 15129.20 for Design Pressure Ratings by specific Model FL15129 R3 AE Eval 15129.20.ndf and for any other additional use limitations and installation instructions Created by Independent Third Party:Yes - - i R501 NO' k - i Contact Us:;1940 North Monroe Street.Tallahassee EL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 emails j 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 J 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 click here. i i - 1 Product Approval Accepts: yn ! sccurltvslr 1mcs- http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param==NvGEVXQwtDgsidcHd6ieP8JXIFY5%2b%2f'QVgNFVLDRrPmJTFzYsFkyExcQ%3d%3d[7/6/2015 1:04:21 PM] R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certzfacate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No.43409 April 1,2015 R:\Admin Docs\FBC Templates\Certificate of Independence.doc Shect 1 of 1 * SKIN FIBERGLASS EXTERIOR LOCK BLOCK PVC STILE CAP ``A% • ' J N PVC STILE CAP 0.32 246„---I�158„--►� PVC TOP RAIL ' m 4 N 2.. y 0,J=o V f11L! T �C Q�z J I� ed GJ� .�mn L LVL STILEv n •: POLYURETHANE INTERIOR LVL STILE � o d 0.10" -- FOAM CORE 'e E a ?mo u° 0.31.1- 1_ HORIZONTAL CROSS SECTION \` c 9 o a m 2 v a N o L ca da C6 E oZ 35.75"MAX. PANEL WIDTH a° 3 a a ~J EXTERIOR INTERIOR Z POLYURETHANE ? a a FOAM CORE 0 0 C7 o 0 m = I a a z SEE HARDWARE T o m a CHART Lh v cp� 3 v SEE a= LL DETAIL 1 DOOR SKIN cl,cc t --- d z N DETAIL I In g c) EL 0 W In ao e >¢ v N HARDWARE CHART PVC BOTTOM RAIL a^ z $ MANUFACTURER MODEL ro a 40 OPAQUE DOOR KWIKSET KNOB: SIGNATURE SERIES w z D o DEADBOLT: SIGNATURE SERIES(980) 1 6.. acre 1/18 12 DOOR SKIN:0.070 MIN.THK.FIBERGLASS KWIKSET KNOB 6 DEADBOLT.' SCALE N.T.S. o CORE MATERIAL:POLYURETHANE FOAM SIGNATURE SERIES COMBO PACK(991) 1.76" DWG.BY: JK m KNOB: F SERIES CHK.BY: LFS 3 SCHLAGE DEADBOLT: B60 SERIES VERTICAL CROSS SECTION DRAWING NO.: 2 FL-15129.9 " n D sHEff_L OF 7 N d R:\clients\Trinty PERMANENT\Rorida Product Approvals\FL-15129\Drawings\Current\FL-15129.9-12.dwg,3.9 �A Z v re f ° Q a ° d ° e O O C Q t0 Q 0 A C n � 70 O �T N o n O. O N y�_ W � Q rn �Zy O Z :2--!i CD W Q A A O A W A r A A ® ® ® A N Am 0410 W W W oQ m Z A � m F0 a A X� ;a A O Q r N Irn �OA _ W �N N N A TN Q W OZ Z r1 A mJ A = 7 AN w '--' A Q W hyo D d W N A o n U N � ° OM N a .N W ° V7 Q s� Q .- �H !D rn a. � O a a a CD Q. F. ? No.43409 xa S PRODUCT: Docurnente propare d By.i - TRINITY GLASS INT'L Lyndon F. Schmidt �i��`•''•.FZOR.... � IW Cn o Z j P.E. No. 43409 o 2 3102115 UPDATE 70 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: LD�/��BUILDING CONSULTANTS, INC. Iv in N 1 12116114 ADDED PVC JAMB LOCK HRDWR LFS HORIZONTAL CROSS SECTIONS �/L4V P.O. Box 230, valrtco, FL 33595 NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 02012 R.W.BUILDING CONSUL—NTS INC. R:\Qients\Trinity PERMANENT\Flodda Product Appmyals\FL-15129\D2wings\Cunent\FL-15129.9-12.dwg,4.9 M m O mA .'O 30< J w T c < aw ° ° > ° tD i 0 O �n o Oy C °n Z ° G ° N N 0.15' N w C'SINK (TYP.) a a 1-1l4" m n EMB. P.) a ° ° g O ° 1-1/4"MIN. ° EMB.(TYP.) A A Om o � _ y ° N m Q ° O Z m M V ° y O 70 ° 1-1/4"MIN. EMB.(TYP. X Cea-7 ° Y' O y ° C y ° ° R1 ° H < T " w 1-1/4"MIN. i I EMB.(TYP.) Z A \\II 11112j 1-114"MIN. EMB.(TYP.) V.•JBF'.7 �� Z No.43409 OFs n ': PRODUCT; D«umenb Propared By: • r TRINITY GLASS INT'L Lynd � on F. Schmidt �� AZ��S II -> P.E. No. 43409 '��/ /.MAL mK ro ` y 2 3 02 15 UPDATE 70 5TH ED. 2014 fBC LFS PART OR ASSEMBLY: c/V BUILDING CONSULTANTS, INC. IV z (n N 1 12 16 14 ADDED PVC JAMB LOCK HRDWR LFS VERTICAL CROSS SECTIONS �/�/ P.O. Box 230, Valrico, FL 33595 NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 02012 R.W.BUILDING C-ULTANT5 INC. 4„ — SEE HINGE 6' P ```A`A�TT DETAIL 1 rr `�•0,� ti/�•� �, Av. f =W. a_a _C z 0 — :v�• g� 2mr) L 2X BUCK '�i,�''•..... '�4�.� >° °m TYP.HEAD F 1X BUCK rrrtr*� LLI�� o n 0z° AND JAMBS TYP.HEAD AND JAMBS 2X BUCK b U 2X BUCKa s m a a T ^O r � M C O 0 Z ow'. DOOR FRAME ci v2 p O I W MASONRYSEE HINGE MASONRY E2iS OPENING DETAIL 2 OPENING 64 2X BUCK M H UCK Y¢ TYP.SILL 1X BZ U K m P aLUl 23 m STRIKE PLATE DETAIL o BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB N Masonry construction w m p N rn i of o O; of ry CONCRETE ANCHOR NOTES: a I.Concrete anchor locations at the comers may be adjusted to maintain the min. ¢o d edge distance to mortarjoints. 2X BU K J 2X BUCK 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to ? maintain the min.edge distance to mortar joints,additional concrete anchors H 1 X B CK H 1 X BUCK o may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. • • a e z a V 3.Concrete anchor table: 26 • 26 ~ N MIN.CLEARANCE MIN.CLEARANCE ` • ro ° ANCHOR ANCHOR MIN. • • • • i 'TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT 24 24 a z A EDGE ANCHOR DATE 1 18 12 = r ITW BUILDEX 3/16" 1.1/4" 3" 1-1/2" 18 18 s� N.T.S. ° z TAPCON 1-1 4" 2" 4" ELCO Dwc.BY: JK m' ULTRACON 1/4" 1.1/4 1" 4" cxx,sr: LFS 3 WOOD SCREW INSTALLATION NOTES: rc HINGE DETAIL 1 HINGE DETAIL 2 DMVANG NO.: 1.Moinlafnmin(mum 5/8"edge distance,)"end distance,&I"o.c.spacing of FL_15129.9 N wood screws to prevent the splitting of woad. o = sHEU —L of 7 Q" LJ R:\Oients\Trinity PERMANENT\Florida Product Appmvals\FL-15129\D2wings\Current\FL-15129.9-12.dwg,6.9 0.75' N a w x0lay N a A CTD A fx 3 z o a t � o 77 °s m 1.31 f � Z nPi (i1 i H 0.75' 0 -�f- 0.81" 0 � A N A —1 1.37 o. mD a 0 - m 1.29" I h� --f-1.34" O O Ln Ln H N P m O-( O m� o ° •o OH a• 0.76' o� d c o� N N ° H n W O m3 h� No.43409 PRODUCT: Documents Prepared By:. r i TRINITY GLASS INT'L Lyndon F. Schmidt 'N'... • Q��'��_� P.E. No. 43409 �s/,O0AL1; y 2 3 02 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IV V) 1 12116114 ADDED PVC JAMB LOCK HRDWR LFS COMPONENTS P.O. Box 230, VDlrico, FL 33595 NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 02012 R.W.BUILDING CDNGUL—NTS INC. BILL OF MATERIALS UEM If DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD 'N Zo 0 B 2X BUCK SG>=0.55 WOOD %� y Z a C 1/4"MAX.SHIM SPACETT I*I ` n m z D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o �• U N •; MASONRY-3,000 PSI MIN,CONCRETE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE \o E a =m m° F 114'X 3-3/4"PFH ITW CONCRETE SCREW STEEL N a.M 56 o a H 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 9 4 v m a a m J #9 X 2-1/4"PFH WS STEEL E u z L #8 X 2-1/2"PFH WS STEEL .w P 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 8 31d 1 HEAD&JAMB(FINGER-JOINT PINE-SG>=0.42( WOOD 2 HEAD&JAMB PVC 3 HEAD&JAMB PVC zj 4 HEAD&JAMB FIBERGLASS/COMP z a 5 INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM v) 6 DOOR BOTTOM SWEEP PVC cSD 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL w o 12 WEATHERSTRIP QEBD650 Q-LON ? ! 18 3.983'X 4.0"HINGE MIN 0.098"THICK STEEL o m 19 SILLKEY PC/ASA S 22 DEADBOLT STRIKE PLATE STEEL a a 23 STRIKE PLATE STEEL 24 #9 X 5/8"PFH WS STEEL m 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. v 26 #9 X 1.0"PFH WS STEEL a 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. _ LL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS N 64 #8 X 2"PFH WOOD SCREW STEEL o o z u' wm o oW o d M oo R Lu o^¢ N.-ZO DAIS: 1118172 i SCALE N.T.S. ° DWG.an JK m a � cHN.ar: LFS 3 DRAWING NO.: D: F FL-15129.9 N 0 SHEET_L OF_Z_ R W R W Building Consultants, Inc. BConsulting and Engineering Services liar the Building Industry C P.O.Box 230 Valrico,FL 33595 Phonc 813.659.9197 Florida Board of Proressional Engineers Certificate of Authorization No.9813 ReportProduct Evaluation Report / 1 Date: May 1,2015 Product Category Sub Category Manufacturer Product Name Trinity Glass International Opaque Fiberglass Door Exterior Swinging Exterior Door 4621 192nd St.East Inswing/Outswing Doors Assemblies Tacoma,Washington 98446 "Non-Impact" Phone 235-875-7300 Facsimile 235-875-7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt, P.E.(System ID# 1998)for Trinity Glass International based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15129.9 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15129.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 05-0418-1 ASTM E330-02 Testing Evaluation Lab.,lnc. Wendell Haney,P.E. TEL 01470437 ASTM E330-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01471168 ASTM E330-02&E331-00 Testing Evaluation Lab.,lnc. V.K.Wright 2. Drawing No. Prepared by Signed&Sealed by No. FL-15129.9 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. ti u 3 v IL mSTATE Ll ' ark_ ' ,'1y "" _•, :� Lyndon F.Schmidt,P.E. FL PE No.43409 '' 5/1/2015 Sheet 1 of 1