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Home My WebLink AboutProduct Approval Florida Building Code Online .. oRr � Y ..',.. .,� I'M x gg 3� - ;j t_.'-u BCIS Home Log In User Registration _ Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business/_' i Product Approval Profess iona' I USER:Public User J :�o!tuct Aprtrm al%1Fna>Prod..irt o,Art),;( 52arrh>Aooiiratior:I ist>Application Detail t FL# FL15255-R1 1 Application Type Revision dCode Version 2014 i Application Status Approved n OCT 2 6 >.61 Comments QEF'll�ISI L" 4 St. Lucie County, FL I Archived 1 'i, Product Manufacturer Trinity Glass International ,i } ) Address/Phone/Email 33615 1st Way 5 Federal Way,WA 98003 (253)875-7300 rickw@rwbldgconsultants.com i Authorized Signature Vivian Wright rickw@rwbldgconsultants.com i, z Technical Representative n*t 9 Address/Phone/Email Quality Assurance Representative a Address/Phone/Email { ( Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional " Engineer 1 ❑� Evaluation Report-Hardcopy Received i h Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report a 1 Florida LicensePE-43409 Quality Assurance Entity National Accreditation and Management Institute r 4 Quality Assurance Contract Expiration Date 12/31/2016 �i Validated By Ryan J.King,P.E. 1 t ❑� Validation Checklist-Hardcopy Received i Certificate of Independence FLI5255 Rl ('DI CFRTIFICATE of INDEPENDFNCF.odf e'9r Referenced Standard and Year(of Standard) Standard Year " ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 !. ASTM G155 2004 f! TAS 201,202,203 1994 Equivalence of Product Standards Certified By htip://%wvw.floridabuildinL.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKW I IbCfMx3AWEBIgJRTL5r4g%3d%3di6/30/3015 8:02:38 AMi Florida Buildine Code Online Florida Licensed Professional Engineer or Architect FI.15255 RI Fouiv Fouivalencv Of Standards.odf v I Sections from the Code l I ') Product Approval Method Method 1 Option D } Date Submitted 04/30/2015 Date Validated 05/01/2015 I Date Pending FBC Approval 05/09/2015 ! Date Approved 06/23/2015 ' [Summary of Products !Go to Page Pagel/24 0 . FL# Model,Number or NameDescription 55255.1 la.Fiberglass Door 6'Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X) jI Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI..152.55 R1 I1 Tnst.1525S.L.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 f� Design Pressure:N/A Evaluation Reports Other:See INST 15255.1 for Design Pressure Ratings,any additional use FI 15255 RI AE Eval 15?55.1.1)d. + limitations,installation instructions and product particulars. Created by Independent Third Par ty�Yes 15255.2 1b.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or i Sidelites-Outswing Continuous Head and Sill Configurations(OX or XO; (. _ —_— — OXO) W I� j !Limits of Use Installation Instructions I� Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.2.odf j Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 .Impact Resistant:Yes Created by Independent Third Party:Yes j > ` Design Pressure:N/A Evaluation Reports EI Other:See INST 15255.2 for Design Pressure Ratings,any additional use FL15255 RI AF Eval 15255.2.odf j! limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 115255.3 �Ic.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Configurations(OX or XO;OXO) —��j i L mits of Use Installation Instructions '.j Approved for use in HVHZ:Yes FIA 5255 R1 TI Tnct 152_5+,i.ndf �! j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 (i I Impact Resistant:Yes Created by Independent Third Party:Yes �I r i !I Design Pressure:N/A Evaluation Reports I Other:See INST 15255.3 for Design Pressure Ratings,any additional use FI 15255 R1 AE Eval 15255.3!>,^.f } "limitations,installation instructions and product particulars. Created by Independent Third Party:Yes '. i i115255.4 ,d.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without"Impact" II �I Sidelites-Outswing Configurations(XX;OXXO) It j Limits of Use Installation Instructions k` Approved for use in HVHZ:Yes FI-15255 R1 IT Inst 15255,4,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 p ( Other:See INST 15255.4 for Design Pressure Ratings,any additional use F 1 5255 R1 AF Eval 15255 4.odf { limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 115255.5 _ fie.Fiberglass Door _ 6'8 Single Glazed"Impact"Fiberglass Door Outswing Configuration(X) {Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI i 525.5 R1 II Inst 15255.5.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 'i II Impact Resistant:Yes Created by Independent Third Party:Yes ! 3 II Design Pressure:N/A Evaluation Reports , Other:See INST 15255.5 for Design Pressure Ratings,any additional use Fl 1,5255 RI AE Fval i 5255.5.ndf 7 jlimitations. ,115255.6 f.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite o- r j Sidelites Outswing Continuous Head and Sill Configurations(OX or XO; OXO) iLimits of Use Installation Instructions Approved for use in HVHZ:Yes FI15255 Ri If Inst 1575,,5.odf IjI 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 l Other:See INST 15255.6 for Design Pressure Ratings,any additional use Ft 152-9S RI AF Eval 15255.".r3" E. ! I limitations,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;OXO) Ximits of Use Installation Instructions Approved for use in HVHZ:Yes F1.1 5255 R1 II Inst 15255.7 ndf http://1vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKW I IbCtMx3AWEBtgJRTL5r4g%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 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports p j Other:See INST 15255.7 for Design Pressure Ratings,any additional use 1`11.5259 R1 AE Eval 1.5255.7.ndf €limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 115255.8 h.Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact" Sidelites-Outswing Configurations(XX;OXXO) 1" 'Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1,15255 Ri 11 Ins i 5255.4.1df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes i f Design Pressure:N/A Evaluation Reports d; 1 Other:See INST 15255.8 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.8.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes i 115255.9 �i.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing Configuration(X) Limits of Use In Instructions -- � Approved for use in HVHZ:Yes FI'I 5255 Rt II Inst 1:i2S:i.9.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 y i Impact Resistant:No Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports V. Other:See INST 15255.9 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.9.Ddf ' !limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 115255.10 Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite L 1 i or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations 1 (OX or XO;OXO) ,Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1 15255 R1 1I Tnst 15255.10.Dclf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes if Design Pressure:N/A Evaluation Reports k I Other:See INST 15255.10 for Design Pressure Ratings,any additional use Fl 1 5255 R1 AF Eval 15255.1 n.Ddf rlimitations,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 i 3 or Sidelites-Outswing/Inswing Configurations(OX or XO;0X0) (Limits of Use Installation Instructions 1 i Approved for use in HVHZ:Yes FI 1.5255 R1 II Inst 152-55,11,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 Design Pressure:N/A Evaluation Reports i Other:See INST 15255.11 for Design Pressure Ratings,any additional use FLI5255 RI AE Eval 15255.11.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes -- i+ 115255.12 11.Fiberglass Door 6'8 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- 33 —v — Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) } § 'Limits of Use Installation Instructions 1 { Approved for use in HVHZ:Yes FL1,"55 5955 R1 Ir Inst 15 55.12.odf �r } Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 f ;Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 1 Other:See INST 15255.12 for Design Pressure Ratings,any additional use FI.1,9759 Rt AE Fval 15255.7.2.Ddf limitations,installation instructions andproductparticulars_ Created by Independent Third Party:Yes 15255.13 Im.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite } or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations j .` (OX or XO;OXO)---— — -- --- ---- [. Limits of Use Installation Instructions kApproved for use in HVHZ:Yes FL 15255 R1 ii Inst 152.55.13.Dd1 1 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 1 Impact Resistant:No Created by Independent Third Party:Yes j j' Design Pressure:N/A Evaluation Reports E Other:See INST 15255.13 for Design Pressure Ratings,any additional use FL15255 5255 R1 AE Ey'l 7 255 14 odf „ i limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 1525514 — - n.Fiberglass Door 6'8 Single Glazed"Nan-Impact"Fiberglass Door with"Non-Impact"Sidelite ! or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations , (OX or XO;OXO) (Limits o�f Use i Installation Instructions } I Approved for use in HVHZ:Yes FIA 52.55 RI II Inst 1.5255.14.Ddf � r i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 } !Impact Resistant:No Created by Independent Third Party:Yes fj Design Pressure:N/A Evaluation Reports 9 Other:See INST 15255.14 for Design Pressure Ratings,any additional use F1.1 5255 R1 AE Eval 15255.14,odf ] i limitations,installation instructions and product particulars. Created by Independent Third Party:Yes ] 15255.15 lo.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite —� or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) 1 ' ] Limits of Use Installation Instructions % !Approved for use in HVHZ:Yes 1`115255 RI II Tnst 15255.15.odf i 1• ]t j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes t Design Pressure:N/A Evaluation Reports 1 ) ! ] Other:See INST 15255.15 for Design Pressure Ratings,any additional use Ft 15255 R7 AE Eval 7 5?55 t 5 ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes ; r-------� — 115255.16 f p.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without"No- n- --� i Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO- ) -� !Limits of Use Installation Instructions w i Approved for use in HVHZ:Yes PJ3 5245 R1 II 1115t 15255 16 Ddf http://www.floridabuildinL.org/pr/pr_app_dtl.asps'?parain=wGEVXQNvtDgv3yVVKJZIQRNoHTeKozNKW I IbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online 3Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Il Impact Resistant:No Created by Independent Third Party:Yes 73 ��Design Pressure:N/A Evaluation Reports { Other:See INST 15255.16 for Design Pressure Ratings,any additional use FI 15255 RI AE Eval I5255.16.ndf h ' limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes - ��--- -. 15255.17 q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing �I 1 4! i; Configuration(X) I (:Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-1525S R] II Inst 15255.17.ndf �1 i.' 11 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 i Impact Resistant:No Created by Independent Third Party:Yes l Design Pressure:N/A Evaluation Reports f fl Other:See INST 15255.17 for Design Pressure Ratings,any additional use FI-15255 P1 AE- Eval 15255.17j)(I limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _—�— .....-.....— — -- --- I' It15255.18 jr.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite'1 i or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations i 1 (OX or XO;OXO) p j -- Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FL-15a55 RI 11 Inst.15255.1.9,pdf F 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 15255.18 for Design Pressure Ratings,any additional use 1525255 R1 AE Eval I52-55,18.,df _ !limitations,installation instructions and product particulars. Created by Independent Third Party:Yes ... — -- .....- — -- I' .. — — 415255.19 is.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite I or Sidelites-Outswing/Inswing Configurations(OX or XO;0X0) �4 Limits of Use Installation Instructions i! I Approved for use in HVHZ:Yes FL15255 RI II Inst 15255 19.pdf l Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 �I I 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 FLS5255 R1 AE Evnl 15255 19^df �) I limitations,installation instructions and product particulars. Created by Independent Third Party:Yes ° t th 15255.20 t.Fiberglass Door 8'0 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) I 1 '!Limits of Use Installation Instructions �I Approved for use in HVHZ:Yes FI 15255 Rt 11 Inst 15255.20.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 I ryt Impact Resistant:No Created by Independent Third Party:Yes l Design Pressure:N/A Evaluation Reports i i ,Other:See INST 15255.20 for Design Pressure Ratings,any additional use F1,15255 RI AE Eval 15255.20.odf ff d it limitations,installation instructions and product particulars. Created by Independent Third Party:Yes .� -- .tea ,fit ami Go to Page _ r Page 1/2 v/ i Q}9 I r Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 s, F 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 apublic-records request,do not send electronic mail j- - • 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: 1 i ! littp:i.!l%wFv.floridabuildin,.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWIIbCfMs3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] 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. L Lyndon F. Schmidt, P.E. FL No.43409 April 1,2015 R:\Admin Docs\FBC'templates\Certificateoflndependence.doc Sheet 1 of 1 R W R W Building Consultants, Inc. Consulting 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 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. Nx3�yQ PA p Lyndon F. Schmidt, P.E. a" $ _"` OF lm� FL No. 43409 `a ei'. •C ?Ft=,`?."'Q, CA No. 9813 �e+y«•,, i.l y�Phi L ��+ —74.25"MAX.O.A.FRAME WIDTH ray j Fi _ 36.5'MAX. I i 1 p? I %ASS i 7 FRAME WIDTH'? t I = o Zorn GLAZED FIBERGLASS w '-rrr a M�z "IMPACT' DOOR with SfDELITE( ) a S x a s = m Z OUTSWING �� ;o io o W a n� orm m D.Q. GENERAL NOTES n j Z 9 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building & �'a Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). w CONTINUOUS HEADER AND SILL 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base w z material shall be beyond wall dressing or stucco. z o —111"MAX.A.O.FRAME WIDTH z w 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and F 36.6' IDTH^ 3 does not require an impact resistant covering. t 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product ? complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This ~ o product meets missile level"D"and includes Wind Zone 4 as deFned in ASTM El 996 and Section 3 1609.1.2.2 of the FBC. v i 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x m a buck masonry construction. O X o O o 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. ! i 3 7. This product meets water infiltration requirements for"HVHZ". — iE o o f_N TABLE OF CONTENTS � � V a= SHEEN DESCRIPTION CONTINUOUS HEADER AND SILL 1 Typical elevations,design pressures&generol notes 2 Door panel details nd, gn, details 3 Door panel detai s and glar ng details < 0 4 Sidelite panel details an glaz n details Z a 5 Elevations _ w 6 Horizontal cross sections -`. MAXDESIGN PRESSURE(PSF) o e a 7 Vertical cross sections C.ONFIGURAiION FRAME' JAMB TYPE n o ° 8 vertical cross sections DIMENSION POSITIVE NEGATIVE 9 Horizontal and vertical cross sections ^� O 0 10 Buck anchoring WOOD +60.0 •70.0 Z 11 Buck anchoring OX/XO 74.25"x 80.75" — DATE-02/27/12 z w 12 Frameanchcrin 2XbUCkmasonryconstruction BERGLASS/COMP +55.0 -55.0 SCALE: N.T.S. ° aFrame anchoring 2X buck masonry construction -- DWO.BY: JK a' c .14... Frame ancharingIXbuckmosonryconstruction WOOD +55.0 -55.0 5 Frame anchor ng I X buck masonry const uct on OXO 111.0"x 80.75" CHK.BY. LFS a 1 15 Components FIBERGLASS/COMP +55.0 -55.0 OPANMO NO.: FL-15255.6 ro 17 Bill of materials c SHEET 1 OF17 h v s' _ 35.75"MAX. \\`\�```N 1* PANEL WIDTH •' PVC STILE CAP G3 G GI EXTERIOR LOCK BLOCK - PVC STILE CAP �`��C • 21.00 ^\LVL STILE MAX.D.L.O. N o h... IE "ZE I'll In _ ........... SEE DETAIL 2 INTERIOR 0 7 a 0 x zo a v IN 2 -0.32" -�--2.48"—� 1.66" z m° o ti _1 HORIZONTAL CROSS SECTION —I a N 5 0 9 o t m C SEE HARDWARE Z L v m a.a v f O CHART x n LF8ZED A3 --� ---.5'GLASS BYTE - - �o z zz zGLASS STRUCTURAL SILICONE 1"O.A.THKGLASS JT"' o X / (T(P.4 PLCS.)SEE X o LORCEMENT OPTIONS BELOW GLASSMPERED _ _r oO AIR SPACE TOP RAILSEE in LVUCOMP. o DETAIL 1 ^ 1/9'ANNEALED ? l^ GLASS co o n 0.090"PVB INTERLAYER r w z DUPONT BUTACITE OR CAPSTONE m #8X1-1/8"SELF w os DETAIL2 1/8"ANNEALED FIBERGLASS THREADING SCREW GLAD a o0 SKIN PVC/ALUM.OR POLYPROPYLENE/ALUM. o o¢ f COMBINATION GLAZING SPACER STRUCTURAL SILICONE $ (TYP.4 PLCS.)SEE a e OPTIONS BELOW G2 GLAZING DETAIL G3 G2 G1 2 ---.5'GLASS BYTE m DOOR PANEL A3 Full IIIe 1"O.A.THK GLASS B3 .5'GLASS BYTE STRUCTURAL SILICONE. m 1/8"TEMPERED (TYP.4 PLCS.)SEE j I"O.A.THK GLASS v GLASSJ 1/9-TEMPERED v T OPTIONS BELOW EXTERIOR INTERIOR o AIR SPACE GLASS tit V) ° #8 X 1-1/8"SELF AIR SPACE11 z - THREADING SCREW o 6 0 1/8"ANNEALED GLASS 1/8"ANNEALED h w #8 X 1-1/8"SELF I 0.090"PVB INTERLAYER GLASS o q DUPONT BUTACITE OR CAPSTONE 0.090'PVB INTERLAYER w THREADING SCREW DUPONT BUTACITE OR CAPSTONE a -I/8"ANNEALED o ALUMINUM 8.BUTYL ALUMINUM&BUTYL a � o ' SPACER SYSTEM GLASS SPACER SYSTEM I/8"ANNEALED z a ' GI GAZING DETAIL GLASS N r a G3 GLAZING DETAfL o 0 0 o 1.5" LVL RAIL o 0 o i 1.24' - z o° PVC \%, r COMPOSITEDate:02/27 12 i zI N HARDWARE CHART, BOTTOM RAIL scn�: N.T.S. - MANUFACTURER MODEL STRUCTURAL... CHK.BY: LFS 3 L- - SILICONE BY CAPSTONE(4PLJ 2 VERTICAL CROSS SECTION DRAWING NO.: B KNOB: SIGNATURE SERIES DOW 995 STRUCTURAL SILICONE 2� FL-15255.6 " DETAIL 1 FLUSH GLAZED FRAME MAHOGANY LIFE FRAME KWIKSET o A3 ABS or PC/ASA 83 Aff or PC/ASA DEADBOLT: SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. Sxerr 2 of 17 " V G4 G3 G2 G1 LVL STILE — PVC STILE CAP EXTERIOR LOCK BLOCK PVC STILE CAP �� :' _ W ZZ zo 21 o i,��ryli*1 1 �� o°n i0 z° � �.. 0.32" SEE DETAIL 2 INTERIOR —1.6b" m Z 6 2.48" f�M g Eco ow 1 HORIZONTAL CROSS SECTION a $M o tCL m m da TOP RAIL w 0 LVL/COMP. E oc Z POLYURETHANE cnw'. z FOAMED FIBERGLASS R z YARN e U REINFORCEMENT ,)J G4 G3 G2 GI z a L— � 35.75'MAX. 5 s w? PANEL WIDTH�- – .5"GLASS BYTE W a cD 15.50 63 A3 BUTYL EXTERIOR INTERIOR a a o0 MAX.D.L.O. ETAIL 2 1"O.A.THK GLASS v~ o D m 4 FIBERGLASS ch SKIN o v 1/8"TEMPERED GLASS .. a N --AIR SPACE Y DECORATIVE INSERT 'm —AIR SPACE F O /J 1/8"ANNEALED GLASS E .090"PVBINTERLAYER ui DUPONT BUTACITE OR CAPSTONE SEE HARDWARE m X CHART I STRUCTURAL 118"ANNEALED GLASS �. N _ / (TYP.4 PL SEE z a z W OPTIONS BELOW ALUMINUM N G i %/ j C�f —1 a �' G4 GLAZING DETAIL 1 J— SEE I, _ T� DETAIL STRUCTURAL SILICONE OPTIONS: Q a � SILICONE BY CAPSTONE(4PL( NV LVL 3 a b DOW 995 STRUCTURAL SILICONE RAIL v r M ,ry`7 SILICONE BY DONGYANG SILICONE CO. o¢ F PVC - _ \ COMPOSITE HARDWARE o 0 HARDWARE CHART Z 1 – — RAIL 4 s02/27/1z2 —...... UFACTUR "'MANN.T.S. uZ cE a DETAfL 1 Y^ 1.64" —� I owc.av: JK m' w 2 KNOB SIGNATURE SERIES KWIKSET CHK.BY. LFS 3 3 DEADBOLT: SIGNATURE SERIES(980) 2 VERTICAL CROSS SECTION DRAWING NO 7 DOOR PANEL 3 FL-15255.6 N Oval lite ° SHEET 3 OF z R:1Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\F-L-15255\FL-15255.5-R.dwg,3.2(2) 79.25"MAX.PANEL HEIGHT O O 1.56" ,AO �63.00"MAX.D.L.O. A IX <= �o � .m O f l 0 - / DD� �_ •� A, � U O DX TA N W W� N 70 _ .079"MIN. THICKNESS a r O 0 n 0 rn z In T z� Dm 00 47 oZ� N 11-v D Z m m IF4 F"-sa <2 —1.75'---1m W w <O N < m W N m m A 22D m V 0 — a - `n y j 1-3TC 1.33" � m Z 0 `�tltllulrlll ��•SC{yM/ No.43409 S>ter? PRODUCT: D...menb Prepared By:i z TRINITY GLASS INT'L Lyndon F. Schmidt �i �•'•AXORWP••'•G�� n m N P.E. No. 43409 l;' Ln .. .. Z �/11111111111� o N PART OR ASSEMBLY: LD A BUILDING CONSULTANTS, INC. ICn to 1 03/02/75 UPDATE TO 5TH ED. (2014) F9C JK P.O. Box 230, Valrico, FL 33595 SI m ro NO DATE BY SIDELITE PANEL Phone No.: 813.659.9197 REVISIONS DETAILS AND GLAZING DETAILS FBPE C.A. No. 9813 2012 R.W.BUILDING CONSULTANTS INC. R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Orawings\FL-15255\FL-15255.5-8,dwg,42 P� V W x V 010 E.� W W O i W A � OoIN i Q i PBe P Ur CV W V VA 041 0 P A CO W W O W N P W P N sc No.43409 $ PRODUCT: Documenta Prepared By:. r M TRINITY GLASS INTEL Lyndon F. Schmidt ��'C�S'• OR!G\�� N P.E. No. 43409 -{ v PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. It0in �1 vl\ 1 3 02 15 UPDATE TO STH ED. (2014) FBC JK J�._I/I/ P.O. Box 230, Valrico, FL 33595 SI 01N N N0. DATE I gY ELEVATIONS 444I� phone No.: 8t 3.859.st 97 REVISIONS FBPE C.A. No. 9813 VJ 201 2 R.W.BUILDING CONSUL—N—INC. 1-1/4"MIN. ```````��tit EMB.(IYP.) M �roS' o o;J:d ro Z D: om Ir �me0 zo CO o 40 60 ffi � ' 0N .:z INTERIOR x Z°q SEE NOTE 1 63 1 12 �' o v a -m-'o `o a cm t\ � 1 mdaa 1 v 6 _ a Z ` / I ° NOTE: v (Uy� O r�Jd 1.Item#63 cated 6"from each end � 1 I and 3 m a equally spaced(5 total(. o 24 26 ERIOR 62 V 18 SEE NOTE 1 63 A E m 4 HORIZONTAL CROSS SECTIONt-t/4"MIN. 5 HORIZONTAL CROSS SECTION Shown w/1X sub buck EMB.PP.) O� < o EMB.(TYP. 0 = o o x - LTL c a a a 2 C m C'SINK- (TYP.) 1 1 2 m l 40 rll If a l IIJI vl�ll o o j� rn av II �� gJIrcVJ t_ INTERIOR y Z `�•, 1i i_';r� 11,11y�^i 60 t ° w o Il,l D o 12INTERIOR 40 12 {I`i` 1411 l'Ip'l l /@ SEE NOTE 1 IR;°i,l�lp' illl�r,ldl' ° w I / I 0 2 I J I I Irl !I O Q j t J 1 EXTERIOR23 64 60 EXTERIOR 62 �A�02_/27/12 z w 24 26 63 (n 1 SCALE: N.T.S. ° D 18 B /// owc.er: JK 'm E cNK.er: LFS 3 itDRAWING NO.: HORIZONTAL CROSS SECTION 2�HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION N 6 6 6 FL-15255.6 - SHEEr 6 OF 17 N _ u t s R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-B.dwg,6.2 M � rA C Q °► O A T N ` 0 '011 Z A N Z I° P0 7t o° a N r� O v (TTYP.)yp.) n �1-1/4"MIN. EMB.(TYP.) 1-I M MIN. EMB.(TYP.) rn Y A z 1 A A JJJ( y co, A y lO n Q ° A � � I 1 N � b ° V 1-1/4"MIN. 1-I IN'MIN. EMB.(TYP.) EMB,(TYP.) / No.*09 ' G/$7/•f�ro' .113' a PRODUCT: Documents Prep—d By: TRINITY GLASS INTI on LyndF. Schmidt ii-C(`••' / is'•.......• P.E. No. 43409 S•/ Iv tr o .. .. Z\ //1111111{1\\\ o N ` z v PART OR ASSEMBLY: �+D A BUILDING CONSULTANTS, INC. IT vl\ 1 03/02/15 UPDATE TO 5TH ED. (2014) FBC JK P.O- Box 230, VGirico, FL 33595 � rn ry NO DATE Dy VERTICAL CROSS SECTIONS VVVV phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 '3I 2012 R.W.BL11LbING CGN6IJLTANT6 INC. • r R:\ClientsMinity PERNANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,6.2(2) m oz m 7t 0 ° m mm to l O AO 0 Q A N ° pal y I ' d. A Z Ii T ° (D m O Zm O z i" om A 1 a ° o N 01 N � .5' C'SINK-- o � (TYP.) I-1/4"MIN. 1-1/4"MIN. FMB.(TYP.) EMB.(TYP.) 0Q� z a3 � O 4 U f H Q O S O C 7 C nam w C CL 0 0 3Q CD 0 C) _ ^' z 0m a f 0 M N Oo N ^ °n o c A Xn o• n c ° tT H I 1 C N ° R e m z ° 0 n o F Z T n Oy n Z N z ! O m 1-1/4"MIN. EMB.(TYP.) 4 0 4"MIN. `��,SCF►M�O��i I.(TYP.) �� .•' '•.7 No.43409 xo r PRODUCT: Doeumentn Prcpnrea By:. :• `� r i P TRINITY GLASS INT'L Lyndon F. Schmidt '"Zo!o!'(��:� I� P.E. No. 43409 /A� �A� `�� cn Z ��flllillll\\ oLn to C. 1 03 02/15 UPDATE TO 5TH E0. (2014) FBC JK C. PART OR ASSEMBLY: VKn,/BUOILDBox 2305 VGlricoS�FLN 33595 I" NO DATE BY VERTICAL L/1 IU/II J Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 2012 R.W.BUILDING CONSULTANTS INC. 3_ _4 1-1/4"MIN. EMB.(TYP.)_ C _FURRING \\\ _ vo ice 9 9 "A 1"MIN EDGE I SHEET ROCK 4 �i m SHEET IIA z a E DISTANCE ROCK n d� 4 � Q� '�''�' a ••�•Q=z ro FURRINGm 'U * z *41: �w �N7 ° Ovi a a a � om a< :� C-3 INTERfOR - - ° gM % a ' •�\\\ J 1�D T I'll 12 a ��iiirr psi�\ z o w o m q oIU ;z Em m z� C 1�\ ��a No 5 ora X O OALL° 0 2 0 D Lj p� O 9 D 40 12 o 3`a: b� lA EXTERIOR INTERIOR i D `-J 24 18 40 jo EXTERIOR 3 VERTICAL CROSS SECTION 9 Direct to masonry c� m 1 HORIZONTAL CROSSSEC71ON (5-1/4"jamb) N zo Direct to masonry (5-1/4"jamb) 7 �` a: / FURRING C —SHEET a a a a SHEEP _ ROCK lA ROCK 1"MIN EDGE m FURRING E DISTANCE / � v 9 --j, e n c % INTERIOR I ° ° V ) °° z < 00 co Q X O O Z Z C � o N 62 v ° 60 63 D o IA o m / EXTERIOR 62 EXTERIOR INTERIOR z 63 o E oATe 02127112 Z z 1-1/4"WIN.��_ SCALE: N.T.S. ° z EMB.(TYP.) owG.BY- JK a a CHK.BY. LFS ?i n HORIZONTAL CROSS SECTION 4 _ VERTICAL CROSS SECTION CHK.BY No.: �9 Direct to masonryN (5-1/4"jamb) 9 Direct to masonry FL-15255.6 (5-1/4"jamb) N SMEEi__L OF_17 z n „ S I,..... n Z m m N - 4 Za== O'vi m IIII :v•. z Bm G! ¢°mM TYP.HEAD IIII v �i ''•.........• 5` o m m �ANDJAMB IIII '��rrrr*Ptt t`t% z o m o oro z IIII `�'9 m°Z. IIII \ 6 Em z va IIII L V�" a carni 94.@m 2X BUCK IIII c m a s a EO IIII 9 E z IIII //IIII ��xg5555 / IIII 2 w Z Z FOR / IIII Z ( z MASONRY REF.ONLY IIII ^O 5 z OPENING IIII s IIII z < C, m 0 IIII g IIII a a IIII I 4 V LL BUCK ANCHORING N rn _ Z - 0 0 w to � z � V n O CONCRETE ANCHOR NOTES: c I.Concrete anchor locations of the corners may be adjusted to maintain the min. ° a edge distance to mortar joints. Z am 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortarjoints,additional concrete anchors o a O � may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o Z 9 3. Concrete anchor table: 0 0 z U ° MIN;_CCEARANCE. MIN.CLEARANCE oR�:p2�27/72 i F ANCHOR ANCHOR MIN ... . TO ADJACENT.. Q TYPE' ,.SIZE EMBEDMENT, TO EDGENRY ANCHOR . saaE. N.T.S. 9 owG.BY: JK m ITW 1J4n , '/4rr 2' 4'r CHH.BY: LFS 3 TAPCON _ DRAWING No.: ELCO " FL-15255.6 0 ULTRACON® 4' sHEE7 10 of 17 V K 4" ��-.�• •lo��=Z - a a:Q-- ` u N ' o F'i plc Z 0 N n IIII IIII '�• t�L.� m IIII IIII ''��rrrhNi P�� o °n 0 z° U N •; TYP.HEAD III; IIII 5 0 d AND JAMB I l l i IIII \ ti+ o r o o 0G.. Illi IIII v a �"� maa� 2X BUCK Illi IIII o IIII E oZC Id III III o Ja -- Illi FOR REF.ONLY IIII IIII "�w z z IIII IIII �� 0 _z MASONRY— - IIII IIII g ; z OPENING III! IIII � w r IIII IIII z IIII i III ¢ �' U U IIII IIII o rr IIII III! a IIII IIII �m F I mU 4 V BUCK ANCHORING N m N q Z O O [` N K O I � CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. ( i aedge distance to mortorjotnts. m 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortarjoints,additional concrete anchors o may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o a 3. Concrete anchor table: -Z C MIN CLEARANCE MIN:CLEARANCE we 02127112 Z ANCHOR, ANCHOR MIN Z 70 MASONRY i0 ADJACENT. a TYPE. S►ZE;; EMBEDMENT. EDGE ANCHOR SCALE: N.T.S. ° .. _ Cwc.BY: JK m' w RW 2" 4" CHK.BY: LFS 3 r TAPCON DRAWING NO.: � ELCO /4.. T/4„ 1" FL-15255.6 4" ULTRACONo 0 SHEET 11 OF 17 h v Q z' SEE HINGE �I 4-,� 4" V.JTYP.) �i��, DETAIL 1 ` m IT 1 t n i 11 1 I 1 o N z -� � g ( o r :d:• >' •.. �• L JAMPBS ;o �w ii�''1 ••*Q '\�`` N>n m U 111 {{{l\ z o m o • &HEAD z a s So N z xzd o \ z U J to 9 ow J a Na � �dL a mda� $0 2X BUCK 4 a 0 c� b E a z 69 0 �d DOOR FRAME 63 J I I � SEE I I 2 Zti I 00 MASONRY L TYP. U J z HINGE � DETAIL2 OPENING I JAMBS ¢z VIEW A-A z ` Head to mullion attachment `Y No TYP.@ SILL o � m a A a a N 69 'm G LBB HINGE JAMB FRAMEANCHORING STRIKEJAMB m Masonry 2X buck construction 1 I z n I o O W � CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. VIEW B-B edge distance to mortar joints. Sill to mullion attachment H 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors 64 ` ' z a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a 3. Concrete anchor table • N~ _ MIN CLEARANCE .MIN CLEARANCE 23 • • n� � "ANCHOR': ANCHOR -MIN ZZ o TO MASONRY TO ADJACENT,.. • • 26 TYP.Ei '` $TIE'., EMBEDMENT • • D ...EDGE ANC . Z6 • • �• • _ I I I _Z ° Z ITW ® • 24 DATE 02/27/12 i TAPCON 1/4!� 1-T/4 2" 4" 24 SCALE: N.T.S. 9 z Gwc.sr: JK m ELCO ® 1 J4„ T/4 �, 4" 18 18 ULTRACON CHK.BY: LFS 3 D WOOD SCREW INSTALLATION NOTES: DRAWING NG.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c,spacing of STRIKE PLATE DETAIL FL-75255.6 " wood screws to prevent the splitting of wood. HINGE DETAIL 1 HINGE DETAIL 2 0 SHEET 12 OF 17 Y V SEE HINGE4, _ r �ii DETAIL1 6"(TYP.J `�A, /tJ 1i n e i 1 •� � •'S.�~aM 1 1 1 1 z * 4':O N TYP. ��i '•......... �— 2X BUCK L 8 HEAD AMBSi��rrrr* ��``` o oi 0 z° H Q N •• 1� c o °ZQ 1} Em zm •U gLj a mda� . w O o o b E ma DOOR 63 0 FRAME o QJ z SEE 0o MASONRY L 22 ' csil H ING2 OPENING TYP. m ¢z JAMBS o 64 p r �y P TYP.@SILL o I o d o K m a a a x — — 23 N I I I � l 1 1 11 I STRIKE PLATE DETAIL HINGE JAMB FRAME ANCHORING STRIKE JAMB o Masonry 2X buck construction N •3 Z W L f CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. 69 69 9 edge distance to mortar joints. Q ti 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to J J a maintain the min.edge distance to mortarjoints,additional concrete anchorsi may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. • • • 3. Concrete anchor table • •• U U (lj N a n o¢ r g' MIN:.CLEARANCE:'MIN CLEARANCE 26 26 • i I n -.ANCyO.R: ANCHOR MIN TO MASONRY TO ADJACENT ~ z • \ " TYPE: SIZE. ENT MBEDME . • . EDGE:. :ANCHOR:.:: 24 24 z r°3 ITW 18 18 DATE:02/27/12 z TAPCON® 1/4" 1-1/4" 2" 4" scut: N.T.S. ° f ELCO VIEWA-A VIEWB•B owc.BY. JK m' w ULTRACON0 1/4 1-1/4 1 4 Head to mullion attachment Sill to mullion attachment HINGE DETAIL I' HINGE DEWL 2 aIK.BY: LFS 3 z WOOD SCREW INSTALLATION NOTES: °anwiN NNo.: 1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of FL-15255.6 m wood screws to prevent the splitting of wood. ro SHUT_L.3 OF 1 7 v SEE HINGE � _.._4" 6"(TYP.) DETAIL 1 9 ``C � n e 1 S•47• m P'J'sa ' —ti, — I %W;. •'yam` Q o 0M TYP. �t �i �' y�� i'o 0 m - F JAMBS :2 z lU &HEAD z o nm z° I ,v N a ..I m p p Z 0 V m Em 9 m m a O ' d L m o U 1 X BUCK VIEW A-A g �:" �' O b Head to mullion attachment Z n E v vi � JTa DOOR 63 FRAME � v SEE P TYP. 69 HINGE MASONRY JAMBS 64 L) DETAIL \ OPENING — — — i m QO �A wo ry Jr F ti w ^� P TYP.@ SILL i j i o o rn O p • — — 64 � a � Y}I I I I I VIEW B-B Sill to mullion attachment "B-B' m FRAME ANCHORING 2$ HfNGEJAMB STRIKE JAMB o ° Masonry 1 X buck construction STRIKE PLATE DETAIL z v IX buck w o x 0� CONCRETE ANCHOR NOTES: aElf I. Concrete anchor locations at the comers may be adjusted to maintain the min. m edge distance to mortarjoints. H 1 X BUCK H 1 X BUCK a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to D- d 8. maintain the min.edge distance to mortarjoints•additionsl concrete anchors Q DIRECT TO Q DIRECT TO z a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. • • MASONRY . • MASONRY 3. Concrete anchor table: 26 / . ~ 26 - '� o a MIN CLEARANCE MIN CLEARANCE `� • r �• • _ _o- m o ANCHOR' ANCHOR MIN TO MASONRY TO ADJACENT, 24 24 0 0 TYPE SIZE`; EMBEDMENITWT < EDGE ANCHOR,: 18 DATE:02127112 z 18 a TAPCONe 1/4" 1-1/4" 2" 4" SCALE: N.T.S. ° ELCO DWG.BY: JK m g ULTRACON® 1/4" 1-1/4" 1" 4" HINGE DETAIL I cHK,BY: LFS 3 HINGE DETAIL 2 rc DRAWING NG.: TAPCONe 3/16" 1.1/4" 3" 1.1/2" FL-15255.6 o lJ SHEET 14 OF_L7 N K rr�ri SEE HINGE 4" ��•�.� � '� N DETAIL 1 `� 4" 6" .Q4 A-A' ...I �` (TYP.) � 3 o m, rj n I I I I I I 1 1 1 W. Z 4;:O_ � .•. Goy: z a — F TYP. �a ' ••..........'hi.�` w JAMBS `�� rrrrrrn Ns`� z dm o &HEAD U N.:Z tia v U oz°a x Em ammU L D a c w g 8 1 X BUCK v 0 mo E 8 z DOOR 63 ¢z o FRAME w z SEE MASONRY J ZQ HINGE - OPENING DETAIL " TYP.@SILL — ' • o m �• •� c a F TYP. 26 J • • a a JAMBS �• • 24 } 'm B-B" } 18 m a FRAME ANCHORING STRIKE JAMB $ & HINGE JAMB HINGE DETAIL Masonry 1 X buck construction z W _> O U1 U � W CONCRETE ANCHOR NOTES: 9 S 0 I.Concrete anchor locations at the corners may be adjusted to maintain the min. ( I I 64 Q edge distance to mortarjoints. �/ 4 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 69 69 Z o maintain the min,edge distance to mortarjotnts,additional concrete anchors i may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. :11 3. Concrete anchor table: LJI �l J (lj fl 23MIN:.CLEARANCE. :MIN CLEARANCE ANCHOR ANCHOR MLN 70MASONRY 1 TO ADJACENTTYPE SIZE:. EMBEDMENT z EDGE ANCHOR. DATE:02 27/12i ITWscn�E: N.T.S. 9 z TAPCONe 1/4" 1.1/4" 2" 4" .E --— ViEW A-A VIEW B-B DWG.BY: JK m w ELCOa 1/4" 1.1/4" V. 4" Head to mullion attachment Sill to mullion attachment HINGE DETAIL 1 cHK.ar: LFS 3 ULTRACON STRIKE PLATE DETAIL Danwwc No.: ITW ® 3/16" 1-1/4" 3" 1-1/2'• IX buck FL-15255.6 " TAPCON a SHEET_L.5 OF-17 N - c V C R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,14.2 H —}—0.81" r— I a 0° P om'O I r' O I r i —1.34" —►i 0.75'I—_ 0 .a N 4.56" 0 3 in O O 0 0 v - 0 0 —� x0 D N N 4.563" v O y a = z 1.25, O 0.31"— P O p � � P n N Q fA 0.0D'— c C z _ v D A t 0 �o o 0 o Q\ -o N l' oD I G 0.76" � o b O A Np N P O m 1.00" � �� F•$CPitij/ �i�i o ��•:vaFjuaF Op ��: • No.43409 t�is i PRODUCT: oocDmanta Prepared Ey::� F. Schmidt ��,,��• '• 0�•' �� {� TRINITY GLASS INi'L Lyndon QC`s y�G P.E. No. 43409 '17,,, F�111111111t\\ o N L y v PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I (tI N\ 1 03 02/15 UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230• Valrico, FL 33595 v m N N0. DATE gY COMPONENTS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2012 R.W.BUILDING CONSULTANTB INC. f BILL OF MATERIALS 'a�+ x REM R DESCRIPTION MATERIAL U7 A 1X BUCK SG>=0.55 WOOD -Ul'7 z * t`r o�" 6m B 2X BUCK SG>=0.55 WOOD %�7'•., y` g C 1/4"MAX.SHIM SPACE V _ �� n D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ++Jill 1 0 TN m z MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI m o d l v o 0 a z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ��o Em a in m° F 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEELd m M 5 d 0 m H .1/4"X 3-1/4"PFH ITW CONCRETE SCREW _ STEEL LL a moa v J 119 X 2-1/4"PFH WS STEEL E o zo L #B X 2-1/2"PFH WS _ STEEL 3 E,,; M 3116'X 3-1/4" PFH ITW CONCRETE SCREW STEEL o° J d P 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL _ Q 3/16'X 2-1/4" PFH ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD I STRIKE JAMB-FINGER-JOINT PINE(5-1/4"1-SG>=0.42 WOOD z 2 JAMB FIBERGLASS/COMP _8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL s 9 #9 X 2-1/4"PFH WOOD SCREW STEEL W o 12 WEATHER STRIP QEBD650 Q-LON ? < 18 3.983"X 4.0"HINGE MIN 0.098"THICK STEEL m 19 SILLKEY PC/ASA o 22 DEADBOLT STRIKE PLATE STEEL 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. 26 09 X 1.0"PFH WS STEEL m 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS z c 62 QUARTER ROUND w cl 63 #8 X 2-1/4"PFH WOOD SCREW STEEL h � 64 #8 X 2"PFH WOOD SCREW STEEL 67 INTEGRAL MULLION-FINGER JOINT PINE(SG>=0.42) WOOD 69 MULLION BASE KIT PC/ASA a > U O a N m O o m I O Z Z � � o DA7E:02127112 i z SCALE: N.T.S. ° z 9 DwG.BY: JK m CNK.BY. LFS 3 A DRAWING NO.: Q FL-15255.6 a SHEET 17 OF 17 N V K e R W R W Building Consultants, Inc. B Consulting 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 Aulhorization No.9813 J J ' '!/ / J Wayrj Product Sub Category Manufacturer Product Name Category Trinity Glass International Glazed Fiberglass Exterior Swinging Exterior Door 4621 192nd St,East "Impact"Door with Sidelite(s) Doors Assemblies Tacoma,Washington 98446 Outswing 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.61G20-3, Method 1D 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 complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 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-15255.6 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". & See drawing FL-15255.6 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.,lnc. Lyndon F.Schmidt, P.E. TEL 06-0918-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 01370051 TAS 201,202, 203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 02010411 ASTM G155-04,C158-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P-E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,lnc. 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-15255.6 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by r�y� r _' r Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) �5c " ` 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 a f.o r''i 4Ls Management Institute,certifying that Trinity Glass International is _ manufacturing products within a quality assurance program that complies CA v with ISO/IEC 17020 and Guide 53. ' ..;y l-`•r L%' q` � ' Lyndon F.Schmidt,P.E. Al °` FL PE No.43409 ',•C+ti r, . ,; a4 5/1/2015 Sheet 1 of 1 6 E OG-"� � A"6+.�•u"