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Florida Building Code Online ' eycx+aanvr j m .a� lag oft" 4 p I r 7 IVI 1 'wi � z r f;r ,r t BCIS Home Log In User Registration Hot Topics Submit Surcharge ! Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines 'f' Professiol IaIProduct Approval User r `s9' USER:Public a:_t. duct Arnmval Mena>Product or Anoi;cabon Search>Anoliration List>Application Detail FL# FL15255-R1 Application Type Revision i Code Version 2014 Application Status Approved I f ` Comments - i f Archived ❑ Product Manufacturer Trinity Glass International Address/Phone/Emall 33615 1st Way S j Federal Way,WA 98003 II (253)875-7300 rickw@rwbldgconsultants.com c a i Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative 1 Address/Phone/Email t Quality Assurance Representative i t 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 It ❑r Evaluation Report-Hardcopy Received 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. ❑v Validation Checklist-Hardcopy Received �i Certificate of IndependenceFL1525S R1 C01 CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 [ ASTM D2843 1999 ASTM D635 2003 _ ASTM GSSS 2004 •4 TAS 201,202,203 1994 f Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online Florida Licensed Professional Engineer or Architect FIA5255 R1 Fnuiv Eouivalencv Of Standards.odf Sections from the Code i : Product Approval Method Method 1 Option D i 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 . Go to Page Page 1/2 FL# Model,Number or Name Description 15255.1 a. Fiberglass Door 68 Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X) F' Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.1.ndf j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 r Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.1 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.1.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"Sidelite or vIi Sidelites-Outswing Continuous Head and SIII Configurations(OX or X0; OXO) Limits of Use Installation Instructions i Approved for use In HVHZ:Yes FL15255 R1 II Inst 15255.2.odf 9 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 1 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 1' a I Other:See INST 15255.2 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.2.odf t limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.3c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or rJ Sidelites-Outswing Configurations(OX or X0;OXO) j Limits of Use Installation Instructions a 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 r a Other:See INST 15255.3 for Design Pressure Ratings,any additional use FI-15255 R7 AE Eva[15255 3 odf 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" I Sidelites-Outswing Configurations(XX;OXXO Limits of Use Installation Instructions — Approved for use in HVHZ:Yes FL15255 RI II Inst 15255A,odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 a Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports ° y Other:See INST 15255.4 for Design Pressure Ratings,any additional use FI-15255 R1 AE Eval 15255.4.odf i 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.odf j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 a ! Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:See INST 15255.5 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.5.odf j 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 Sldelites-Outswing Continuous Head and SIII Configurations(OX or XO; I OXO) a� Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI IT Inst 15255.6.odf i 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 j Other:See INST 15255.6 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.6.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes I z'~ 15255.7 g. Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact' Sidelite or i Sidelites-Outswing Configurations(OX or X0;OXO) . LimrtS of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 Rl iI Inst 15255.7.odf http://%vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online j 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 15255.7 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 1 5255.7.ndf c- 115255.8 h.Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact" T Sidelites-Outswing Configurations(XX;OXXO) y Limits of Use Installation Instructions j I Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.8.12df 'll 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 Design Pressure:N/A Evaluation Reports j 1 Other:See INST 15255.8 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.8.odf I limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes ? Configuration(X) _ { Limits of Use Installation Instructions i j Approved for use in HVHZ:Yes FI 1.5255 RI II Inst 15255.9.odf 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 j Design Pressure:N/A Evaluation Reports a Other:See INST 15255.9 for Design Pressure Ratings,any additional use FL15255 R1 AE Eva[15255.9.ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 11-- 15255.10 L Fiberglass Door 68 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite jor Sidelites-Outswing/Inswing Continuous Head and Sill Configurations -------'---�— (OX or XO;OXO) j Limits of Use Installation Instructions —is Approved for use in HVHZ:Yes FL15255 RS. II Inst 152.55.10,idf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 !I 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 Rl AE Eval 15255.10.odf i limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 11 15255.11 k.Fiberglass Door 68 Single Opaque"Non-Impact"Fiberglass Door with"Non Impact"Sidelite or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) 'Limits of Use Installation Instructions — is Approved for use in HVHZ:Yes FL15255 RI II Inst 152.55.Il.odf ? j 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 I Design Pressure:N/A Evaluation Reports I _ q , Other:See INST 15255.11 for Design Pressure Ratings,any additional use FL15255 Ri AE Eval 15255.11.udf limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.12 1.Fiberglass Door 68 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- j _ Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) I +Limits of Use Installation Instructions Approved for use In HVHZ:Yes FI-15255 Rl iI Inst 15255.12.ndf 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 j I Design Pressure:N/A Evaluation Reports '' Other:See INST 15255.12 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.12.odf ) limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes f 1 15255.13 m.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non Impact"Sidelite '; f i or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations 1 _ (OX or X0; OXO) Limits of Use Installation Instructions I Approved for use in HVHZ:Yes (F1-1 52.55 RS II Inst.152.55.13.odf f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 P ! Impact Resistant:No Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports z IOther:See INST 15255.13 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 1 ') 5.1 .ndf limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.14 n.Fiberglass Door 68 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelitev�i i I or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations j _ (OX or X0;OXO) _ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI iI Inst 15255.14.0f 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 11 J Other:See INST 15255.14 for Design Pressure Ratings,any additional use FL15255 R1 AE Eva1 15255.14.odf j limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes c 115255.15 0.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite—! or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) ii I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 Rl II Inst 15255.15.odf j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes !j Design Pressure:N/A Evaluation Reports i Other:See INST 15255.15 for Design Pressure Ratings,any additional use FL.15255 Ri AE EvaI 15255.15.ndf E� limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.16 p.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without"Non- .j 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKW IIbCf v x3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online I _ 7 7 ' Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Si Impact Resistant:No Created by Independent Third Party:Yes l 1 Design Pressure:N/A Evaluation Reports ! I Other:See INST 15255.16 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.16.odf i 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 _ Configuration(X) Limits of Use Installation Instructions t ( ! Approved for use in HVHZ:Yes FL15255 R1 TI 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-15255 R1 AE Eval 15255.17.odf r limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 115255.18 -- — Jr.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite r f or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations I (OX or XO;OXO) Limits of Use Installation Instructions •° Approved for use in HVHZ:Yes FL15255 R3 II Inst 15255.18.odf j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j i i Impact Resistant:No Created by Independent Third Party:Yes I I Design Pressure:N/A Evaluation Reports Other:See INST 15255.18 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.18.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes ! i "i15255.19 s.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite� or Sidelites-Outswing/Inswing_Configurations(OX or XO;OXO) !!Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI TI Inst 15255.19.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 t Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports l Other:See INST 15255.19 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.19.0f 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) l Limits of Use Installation Instructions 7 Approved for use in HVHZ:Yes FL15255 R1 11 Inst 15255.20.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 Design Pressure:N/A Evaluation Reports 1, Other:See INST 15255.20 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.20.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes !, ys ? Go to Page ': . — 'Yr " Page 1/2 J a � '1 i. . 1 x *1 Contact Us:;1940 North Monroe Street.Tallahassee FL 32399 phone:850-487-1824 d o- The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement f ; 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 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 i t•�., - 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: F ' - •� SCcuntr5st:rlltcs http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=NvGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWI[bCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38W 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 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 I 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 f 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. � V•a n Y O� e�;J jii l' �•. 9�� 4 � Lyndon F. Schmidt, P.E. ,0ea STATu— CDF � e FL No. 43409 'Fe>' �4 0 Ft v,• , • ..e..,•�Q�y�� CA No. 9813 �a3,�5;r� aUddC6a;";�d8S4a4 . ............ W .0 TR T T'4 T Y Cr L A S S 74.25'MAX.O.A.FRAME WIDTH e. S I N T E R N A T 1 0 N A L. 6 z �zg 1 6n o to T1 ' in :2 �J z GLAZED FIBERGLASS I'll ITi 0 C,co o 1) z N-: "IMPACT' DOUBLE DOOR with or without SIDELITES o xz'� z 8 a < I E a, m OUTSWING C. 0 x ut 5 O GENERAL NOTES < x z 1. This product has been evaluated and is in compliance with the 51h Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). LJ I U,/// o P 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base S2 c) material shall be beyond wall dressing or stucco. o2z 3. When used in the"HVHZ"this product complies With Section 1626 of the Florida Building Code and 15 . n A IDTH (n v) does not require an impact resistant covering. :5 OJYMULLION�� m 45 37.25"MAX. cn 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product 74.09'MAX.FRAME I w FRAME WIDTH 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 El 996 and Section o o (n Ld 1609.1.2.2 of the FBC. % o 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by 0 x 0 x 0 a licensed engineer or registered architect. 0 cn z 7. This product meets water infiltration requirements for"HVHZ". p in TABLE OF CONTENTS Ix SHEEW DESCRIPTION 1 T2jcal elevations,design pressures&general notes 2 Door panel details on glaz ng details 3 266r panel details and glazing details Sides 2 te panel details and giazng cleTalls ---- -- 5 Efevations —6 Horizontal cross sections 1z 7 Vertical cross Vertical cross.,s s.Ciions 9 Horizontal ons DESIGN-PRESSURE(PSF) bESIOffPRESSURE:(PSF).- z Z C, 10 Horizontal and verficol cross sections MAX . �- 1- — -. ...1 11 4 11 Buck anchoring CqNFIGLIPATION. FRAME: �....ALUMWUNI ASTRAGAL PYKASTRAGAL : :. 12 Buck a oaTe 02127112 z anchoring POSITIVE NEG PbSITI.Vf NEGATIVE NEGATIVE, SCALE: N.T.S. z 13 Frame anchor1ng2Xbuck masc construction buck masonry to 14 Frame anchoring 2X b MY corts1ruction xx 74.25"x 80.75" +55.0 -47.0 DWG.BY. JK 15 ,am,anchoring IX buck masonry construction CHK.BY: LFS • 16 1 Frame anchonng IX buck masonry construction 0xx0 150.0"x 80.75" +55.0 1 -55.0 +47.0 -47.0 F"wj"(;—�o _ 17 Components _8 1 ASUG901 detail FL-15255.8 a 1 Bill of materials SHEET 1 QF_19 35.7.5-MAX. G3 G2 G1 \ "1 --- PANEL WIDTH """ ' PVC STILE CAP C STILE CAP - +`\ :' �t9': w EXTERIOR LOCK BLOCK PV / m 21.00" �{ LVL STILE / ��� c �: n MAX.D.L.O.__.—(_ T7Tr _T 33 o �c 0, -Iso a=Z LL n O 7 z 4g;` caro IIzz I ► //�'�///ur r P, O m 2 _ ... 11 — �—O.2" L Old U N•: SEE DETAIL 2 INTERIOR 1.66" __-... ` 9 9 Z 0 z U L2.49' 04 — f �t4 o Em o m m 1 HORIZONTAL CROSS SECTION e 0 s 0 m 2 _1 a •"� m d 0.11 w o SEE HARDWARE CHART h FOAMED HANE /\3 .5"GLASS BYTE E u z z Z FIBERGLASS STRUCTURAL SILICONE C u3 1"O A.THK GLASS X Y YARN (TYP.4 PLCS.)SEE 1/8"TEMPERED o a v a / o U REINFORCEMENT OPTIONS BELOW GLASS --" g �j t .- AIR SPACE TOP RAIL a n SEE Fn LVL/COMP. c' DETAIL 1/8"ANNEALED ? ¢a / _ 1 GLASS cn Qo cn 0.090"PVB INTERLAYER do cli DUPONT BUTACITE OR CAPSTONE �' m z N #8 X 1-1/8"SELF a s DETAIL2 FIBERGLASS I/8"ANNEALED N cj SKIN THREADING SCREW GLASS a o0 PVC/ALUM.OR POLYPROPYLENE/ALUM. o¢ T COMBINATION GLAZING SPACER STRUCTURAL SILICONE o a (TYP.4 PLCS.)SEE a a 2 OPTIONS BELOW G2 GLAZING DETAIL G3 G2 G1 2 --.5'GLASS BYTE m OiOOR PANEL A3 DB3 —s'GLASS BYTE -- Full lite 1"O.A.THK GLASS G STRUCTURAL SILICONE 1" 1/8"TEMPERED -' O.A.THK GLASS -' (TYP.4 PLCS.)SEE GLASS 1/8"TEMPERED a^ 1 OPTIONS BELOW EXTERIOR INTERIOR AIR SPACE GLASS N #8X IAXSELF AIRSPACE z 0 1/9-ANNEALED THREADING SCREW = vv) } GLASS IXANNEALED w 0.090"PVB INTERLAYER I GLASS o Bf #8 X 1-1/8"SELF DUPONT BUTACITE OR CAPSTONE 7I THREADING SCREW 0.090"PVB INTERLAYER 1/8"ANNEALED DUPONT BUTACITE OR CAPSTONE o LL ALUMINUM&BUTYL ALUMINUM&BUTYLa GLASS 1/9-ANNEALED i SPACER SYSTEM SPACER SYSTEM ,o GLASS ' OGLAZING DETAIL w z Gl G3 GLAZING DETAIL o o Q LVL RAIL o o ^�-1.24" ^2: 0 s° I PVC DATE: o r COMPOSITE }2—T �ti N HARDWARE CHART BOTTOM RAIL SCALE: N.T.S. 9 DWG.BY: JK O! MANUfACTURER MODEL BY: LFS 3 I STRUCTURAL SILICONE OPTIONS: CHK- - SILICONE BY CAPSTONE(4PL) 2 VERTICAL CROSS SECTION D-1G NO.: KNOB: SIGNATURE SERIES DOW 995 STRUCTURAL SILICONE FL-15255.8 " DETAIL 1 FLUSH GLAZED FRAME 89 MAHOGANY LITE FRAME KWIKSET 2 0 ABS or PC/ASA O ABS or PC/ASA DEADBOLT: SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. sHEEr 2_of_19 " a X111 1/ G4 G3 G2 Gl LVL STILE PVC STILE CAP EXTERIOR LOCK BLOCK PVC STILE CAP / _ Vo xil �Av t $ t n •�--gym I I� _ o '9 Iml 11 11,11 z F 9 � �� `_' �� 'V'` •�G!` a ` j l .. /llllll 11 ` N0 m0 Z Q-1.66" SEE DETAIL 2 INTERIOR 0.2" / v v oz°q 0.32" r O1 C'6 m c w 1 HORIZONTAL CROSS SECTION TOP RAIL �, p u g C'p o a 3 LVL/COMP. a o a' moa m w c 0 Z .5"GLASS BYTE w 63 A3 BUTYL AF 1"O.A.THK GLASS G4 G3 G2 Gl - JJ 1 1/8'TEMPERED GLASS Z N - —AIRSPACE p0 35.75'MAX. ^ DECORATIVE INSERT E20 AIRSPACE EXTERIOR INTERIOR 5 m wN PANEL WIDTH N 1/8"ANNEALED GLASS � ag 15.50" .090"PVB INTERLAYER MAX.D.L.O. DUPONT BUTACITE OR CAPSTONE a o m a STRUCTURAL SILICONE 1/8"ANNEALEDGLASS ~ o a (TYP.4 PLCS.)SEE O OPTIONS BELOW ALUMINUM POLYURETHANE a a } G4 GLAZING DETAIL FOAMED } z FIBERGLASS -' m z YARN O 3 o U REINFORCEMENT v o X SEE HARDWARE I� X o CHART J— o x ui z o` Z � In �f1 r j DETAIL 2 FIBERGLASSM - SEE ti N DETAIL 1 SKIN o n w LVL m HARDWARCART RAIL i MANUFACTURER; MODEL': PVC ��A o o + COMP OSITE 1 "z o KWIKSET KNOB: SIGNATURE SERIES RAIL z as DEADBOLT:SIGNATURE SERIES(980) o Dare 02/27/12 i -o SCALE: N.T.S. ° z STRUCTURAL SILICONE OPTIONS: ( m Cwc.BY. JK 2 SILICONE BY CAPSTONE(4PL) ��-1.64" �� I 3 --- DOW 995 STRUCTURAL SILICONE �� CHK.BY: LFS 3 DOOR PANEL SILICONE BY DONGYANG SILICONE CO. / 1 VERTICAL CROSS SECTION onnwwc No.: — N 7 Oval ritepETAIL T 3J FL-15255.8 0 SHEET 3 OF 19 N — — E d R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL;5255.5-8.dwg,4.8 O m 79.25'MAX.PANEL HEIGHT $ m 1.56" C)p 00 < 63.OD MAX.D.L.O. S AA a � p0 m� I D o IT v O� z� v wN I ns23 02 I W V7 W� N S O a N O z m n m 079"MIN. f7 0 0 THICKNESS N N m -4 v O IA Z N �T �« zA ZAm OD 5 aZc1 a Z m m <O m CA m �o N <o W N V m Cz m D 0 D_ y y n In y I - o_ T i ! n Z 1.3T' M --- O •. No.43409 $ x y PRODUCT: Documents Prepcmd By-. ` TRINITY GLASS INT'L Lyndon F. Schmidt /��•••'• �R10A•'•���� 14, P.E. No. 43409 Ln � Z N �/�!l1111111t` .ai (n r– -1 v PART OR ASSEMBLY: +(D�]��BUILDING CONSULTANTS, INC. Icn � x to i '03/02 15 UPDATE TO 5TH ED. (2014) FBC JK SIDELITE PANEL YY P.O. Box 230, Valri.o, FL 33595 � m N N0. DATE BY DETAILS AND GLAZING DETAILS Ph. No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 62012 R.W.Bu1L.—C.NSULTAr<r5 Irl.. R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL- P—+ X 04 0 O.N V W � X X VD- 0 P A al X 0110 P N V W � V A Q ND.43409 gPRODUCT: Documents Prepared By:i TRINITY GLASS !N7'L Lyndon F. Schmidt �ii�•, ORIDw. •\��� P.E. No. 43409 ''�i �0Al..... ,A PART -1 PART OR ASSEMBLY: CD�7��BUILDING CONSULTANTS, INC. Ir UUi to 1 03 0271-5—UPDATE TO 5TH ED. (2014) FBC JK JLI/I/ P.O. Box 230, Valrico, FL 33595 D m N NO DATE BY ELEVATIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 20 i 2 R.W.BUILDIN.Ccl..•,IILTANT.INc- 11,KliantATrinity PERMANENT\Florid.Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,7.8 M rri O I e n m ' n ;0 rn o -n to �J jJ _ m o y n N Z O � N INUTphfTlTr� 3 IA z 0.15 / EnC'SINK (TYP.) ' d i 111/4"MIN. 0 111 EMB.(TYP.) 1-114"MIN. EMB.(TYP.) m T' A a V N Q c m � p m x �ti n1 n , I m X r IS V A o e rCj N ( I c n y Z i S Ii o A O O e QU\ ''- 1-1/4"MIN. EMB.(TYP.) ' a n y-� V �Vl-1/4"MIN, EMB.(TYP.) `t1111.I1rrrrrr No.43409 rPRODUCT: 0ooumenty Pnpered By: z TRINITY CLASS INT'L Lyndon F. Schmidt ��� ••''• Q�:••'&�`� I o N P.E. No. 43409 is o z\ rrrrnnt11t1� N -oi Ln PART OR ASSEMBLY: G���77 BUILDING CONSULTANTS, INC. 0 N ul N 1 03 02 15 UPDATE TO 5TH ED. 2014) FBC JK VERTICAL CROSS SECTIONS P.O. Box 230, Valrico, FL 33595 NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 l4 201 2 R.W.BUILDING Ca Hsu�'rn NTG INC. D _ � o. oZM O- z E --- — .... B --. q ], �' a N"Z 'iiia l� OL 0,Z �-'.-� -- - _ 1`I E m z m z A SEE 63 `�� -O ri SEE NOTE 1 63 - CO _ E y`* d t m NOTE E wo vo z 62 62 —w 0 J,a 1 2 0 p ? w EXTERIOR INTERIOR 1 2 M U) EXTERIOR INTERIOR o > o 1 VERTICAL CROSS SECTION " 8 (2�VERTICAL CROSS SECTION a a c $)Shown w/1X sub-buck o r- NOTE: of o oa 1. Screws thru head and sill ° a In jamb located Y from each 'r end and on center fine. m EXTERIOR INTERIOR EXTERIOR INTERIOR ^ 0 Np N N � Z w O 60 63 SEE 60 63 SEE NOTE 1 � m G NOTE I Ir z" - o i2! 66 25 ` 27 � a p �wz a E N v' n ° � A d ' d u O O v n Z n ^ a w d a Z a DATE:02/27/12 i SCALE: N.T.S. ° owc.BY: JK m CNK.BY: LFS 3 a 3 VERTICAL CROSS SECTION CROSS SECTION SECTION DRAWP G NO.: $ Outswing sill-high dam � $ Oufswing sill FL-15255.8 a SKEET $ OF 1 J H u t C R:\Clients\Trinity PERNIANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-B.dwg,9.8 \\ o .o N 0 0 X I"MIN EDGE c DISTANCE z m C) n� v F-A m m in O S o S n --°a-- 06 N A ° v o a ° 1 0 O O— N \ Q y b m _ N D Z a 1-1/4"MIN. EMB.PP.) O ` 0 m ° m 0 an-. A A 3� r I a y Z Z O m rn N i O 1 z is N O T C) CHnjjO l� N0.43409 f g PRODUCT: Dccmneotn Pmp—d By: TRINITY GLASS INT'L Lyndon F. Sch-ldt ��� ''•� OF'••'��j���` c� U P.E. No. 43409 'iss�........• IrO o � ' ? N /�1111111L" o r vPART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I� x to 7 0-370-271-5 UPDATE 70 5TH ED. (2014) FBC lK J L NI/ P.O. Box 230, Valrico, FL 33595 N) NO DATE gY HORIZONTAL & VERTICAL CROSS SECTIONS Phones No.: 813.659.9197 02012 R.W.BUILDING DONsu LTANTs INe. REVISIONS FBPE C.A. No. 9813 R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.ciwg,10.8 1-1/4'MIN. �\ EMB.(TYP.) X o 0 O O o rn o ° A�y °g t1 v X70 ° 03 zO a az �\ w C)v m mm 41 � oN y c 0= M C" O0- Z plW A m Z m � A r�t 1-1/4"MIN. O A EMB.(TYP.) _ > A 70 p _ �5 o C w 3 w a o ° G N N m Y`m \ '- za w r Ii 0 r^ O t7p ^ I �i �70 _,_ / m o 2po ZG O0 .5 a H m G1 n m N ° rn -4 ° w Z ° m v 1"MIN EDGE / DISTANCE 0 m PO z 3,409 PRODUCT: Document.Prap—d By:i r TRINITY CLASS INT'L Lyndon F. Schmidt ���� •Aoialll• 7��� P.E. Na. 43409 to � i; i z Ni��T J 1VAtlt��� Ln r -1 PART OR ASSEMBLY: LD�/,�/�BUILDING CONSULTANTS. INC. Ul P,\ 1 03 02 15 UPDATE TO 5TH ED. (2014) FBC JK HORIZONTAL & VERTICAL CROSS J�YV PO. Box 230, Valrico. FL 33595 o m ro NO DATE BY SECTIONS Phone No.: 813.659.9197 FBPE C.A. No. 9813 5�2p12 R.W.6u1LGING CGNsu LTANTS INC. REVISIONS %0 fit gs rrrrrr* z C)__ o 1 U N ••Z y 9 C7 p z Ern m o \\ m ua 9d 0a. TYP.HEAD " N a m a a m AND JAMB = 0 6 6 E 2X BUCK J 1- C7 z z __T v7 O U X W V Q w V ? MASONRY ^O Co OPENING 0 0 0 a 3 a a v M G 0 z P. O o � j V BUCK ANCHORING W_ CONCRETE ANCHOR NOTES: a 1. Concrete anchor locations of 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 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: -z MIN,:CLEARANCE:: MIN CLEARANCE 0 ANCHOR ANCHO1.R 'MIN iO:MASONRY TO ADJACENT. �^�02/27/12 z SIIE EMBEDMENT EDGE ANCHOR: - SCALE: N.T.S. 9 z DM BY: JK m ITIN TAPCON® 2" 4" CHK.BY: LFS 3 c D-AWMO NO.: � ELCO $ 1-1/4„ 4, FL-15255.8 N ULTRACON a SHEEr_Ll_OF 19 N c -MT rr tt 11. � �Il 1100 6 z rc. j•., •y;��'���� D IIII l�II ' ��ttfttt in i��� ` o oz° TYP.HEAD IIII m U N•: AND JAMB Jill I III o 9 " o z o 1111 IIII g p �mCW 2X BUCK- 1111 lilt 1111 IIII E 1z lilt III( g v�a {� III! lilt IIII IM .Jill illJill o MASONRYIIII FOR REF.ONLY (til a z 5 r U OPENING IIII O u 'a 1111 IIII u lilt IIH Jill i(!i IIII IIII a: Iflt IIII Y, G Jill IIIIfill m BUCKANCHORIN6 n z d o i w L ti CONCRETE ANCHOR NOTES: o 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. z ¢ 2. Concrete anchor locations Hated as"MAX.ON CENTER"must be adjusted to � m maintain the min.edge distance to mortar joints,additional concrete anchors w may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. z a �o 3. Concrete anchor table: o z z ' MIN:-CLEARANCE MtN.CLEARANCE -o � w ANCHOR ANCHOR MIN � wTO MASONRY TO'ADJACENT. Z TYPE`? SIZE EMBEDMENT Date 02/27/12 0 ANCHOR'.' SCALEN.T.S. ITW a 1/4" TAPCON 1-3(4" 2" 4" Dwc.6Y: JK m CHK.BY., LFS LTRACON 3 CO a 114" T Tj4, t" 4" DWINC ND.: � U FL-15255.8 N a v SHEEP 1_2 DF 19 N SEE HINGE DETAIL 1 e(TYP.J0. 4 4 Y� a I I I 1 1 I -N y z * fro=Z l teOJTYP. I I ' �Y� O� >>°M•• 0.1P o nmAMBS �rrrri i U N • • • 0 X z MO v — Z O a 9 @ W g�? 2X BUCK I I o a m g 'm a s E v°z I I 54 VIEW A-A �>Li a Astragal strike @ head �—•• DOOR I I ASTRAGAL o FRAME I SHOWN FOR O j LOCATION REF. =z II /ONLY O z zi SEE / 00 HINGE MASONRY ;/ Q U> v DETAIL 2 OPENING 56 m ¢z wo TYP.@ SILL I I — m PQO II ~ o B_ • • x 26 d a `" tp I I J I I- �• �m VIEW 8-8 24 a" Astragal strike @ sill 18 4 HINGE JAMB FRAME ANCHORING ' Masonry 2X buck construction ASTRAGAL 22 HINGE DETAIL 1 N cn CONCRETE ANCHOR NOTES: ci O o` ),Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. L N 2. Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to o Of maintain the min.edge distance to mortarjoints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. D a – 3. Concrete anchor table: J 0 o .... i a ANCHOR: .4NCNOR MIN... MIN.CLEARANCE` 'MIN CLEARANCE m TO MASONRY TO ADJACENT . ^ W i TYPE'- SIZE EMBEDMENT EbbE ANCHOR ( � • - N F a o '' - . .: � 26 Mo 0 TAPCONe 1/4" -1/4" 2"ITW 4" ❑ ti • _o . 2q Z 0 ELCOonrE:02/27 12 i z ULTRACON® 1/4" 1-1/4" 1" 4" 18 scue: N.T.S. ° 'TW © 3Ji6" i-1/4" 3" 1.1/2" D231i owc.or: JK m' TAPCON STRIKE PLATE DETAIL CHK.9Y: LFS 3 WOOD SCREW INSTALLATION NOTES: HINGE DETAIL 2 – rc Astragal OMW[Nr No.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of g w wood screws to prevent the splitting of wood. F1.-15255.8 0 SHEET 13 of 19 n d — SEE HINGE DETAIL 1 __^I_6"(TYP.) . =T•� d•J�tin • I 1 1 1 1 I I l l I I I I I � _°`� a * �•'�c`��m V.-5 Z 3 c::o- TYP. . y: a°m n y`� ~ JAMBS "A-A" &HEAD o m 0 I m Ac�••z �1!7 z U +�� u E m in• gLj 2X BUCK LIZ "g maam I I $ s � II — v^ob E oz 1� u 9 lil _1. DOOR J TYP• JTa II z FRAME II ASTRAGAL 1 I SHOWN FOR LOCATION REF.SEE H NGE MASONRY JATMMPBS �ZO NLY J N =U DETAIL 2 OPENING TYP• 64 � J Z z JAMBS D m wy — TYP.®SILL it �(n P c U O 1 BB" i of m 1 11 I I I I I I f 1 1 1 1^ 64 a a N F 23 HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE PLATE DETAIL Masonry 2X buck construction o CONCRETE ANCHOR NOTES: Astragal Ln ' 1. Concrete anchor locations at the comers may be adjusted to maintain the min. J o 0 ° edge distance to mortarjoints. I • 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to J maintain the min.edge distance to mortarjoints,additional concrete anchors • • • • • • o may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 26 s • 24 O 3. Concrete anchor table., • o •�- i ° ANCHOR ANCHOR MIN M!N CLEARANCE.?MIN CLEARANCE' TO MASONRY To ADJACENT VIEW A-A • • m TYPE:. SIZE EMBEDMENT EDGE ANCHOR 54 Astragal strike Q head 56 Q 18 26 •�- "J 0 aTAP ONe ...'/4,' 1 1/4" 2" 4" 24 0 0 0 `o ELCO 8 114- 1-1 4" / 1" 4" HtNGEDETAIL 1 18 Z 0 ULTRACON / O __. DATE:02/27/12 z wSCALE: N.T.S. z ITW ® 3/16" 1-1/4" 3" 1.1/2" a TAPCON DWI).Br: JK m " WOOD SCREW INSTALLATION NOTES: HINGE DETAIL 2 CNK.BY. LFS 3 1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of VIEW 8-B DRAWING NO.: wood screws to prevent the splitting of wood. Astragal strike Q sill FL-15255.8 N 0 SHEET 14 aF 19 N u � SEE HINGE DETAIL 1 _q 7 6„(TYP.) Z -.,._\ — �''• •yam. �m ............ y TYP. � - l F JAMBS L—_ _Joz SEE NOTE 1 A A 11111111 \\ o ro z U N II \ z o Xw v�' • �g 9mo`a o V 1 X BUCK I I S w 54 VIEW A-A a N v m D:a L, O I I :10 Z Astragal strike @ head = d II � ccz c a: DOOR II ASTRAGAL —L o FRAME I SHOWN FOR j LOCATION REF. Q c�� it /ONLY 56 22 z zf: 0o SEE MASONRY I U U 1 N DET GE2 OPENING V m ¢Z TYP.@ SILL I z d BB x o m a a VIEW B•B Astragal strike @ sill m HINGE JAMB FRAME ANCHORING ASTRAGAL Masonry 1 X buck construction 23 N A N z o` STRIKE PLATE DETAIL vii CONCRETE ANCHOR NOTES: Astragal w I.Concrete anchor locations at the corners may be adjusted to maintain the min. H SEEN 1 ~ LL edge distance to mortar joints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to • - a maintain the min.edge distance to mortar joints,additional concrete anchors H SEEN TE 1 i a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 26 • - 3. Concrete anchor table • o a F MIN.CLEARANCE IN.CLEARANCE: 1• • • M o ANCHOR ANCHOR MLN 24 26 •� SIZEEMBEDMENT TO MASONRY 70 ADJACENT.- SIZE' NT o EDGE :.:.. ::.ANCHOR.. :. • • 18 • F ITW 24 DATE:02 27/12 o W Co ® 1/4., 1.1/4., 2" 4„ — -- - -..... N.T.S. D 18 SDI" ELCO a V, Q" HfNGEDETAN 1 owc.ev: JK m' ULTRACON DHK.ar: LFS 3 TAPCONo 3/16" I-IM, 3" 1-1/2" HlNGFDE7AIL2 Daawxrc Ho.: FL-15255.8 N a SHEET 15 OF 19 N V K SEE HINGE \\\ \ 6„ l(P. m DETAIL 1 _ I `` S z --i .,A A" o //�rrrrlrri ppp UzTYP.JAMBS &HEAD n° Dxz° E. Lo a m o a O M g0 1X BUCKJ II gw o a� _ =m �n0 II Z c Go ma'y I O E oz C� -- oc w o II DOOR J TYP. II F FRAME II ASTRAGAL �' II SHOWN FOR — z� LOCATION REF. �o SEE F I I ONLY F _c) HINGE MASONRY TYP I / 5 z> DETAIL2 OPENING I JAMBS — �/ TYP. 64 " m ¢z fl II JAMBS N voi TYP.@SILL IIS W F 22 o j O m „B C)-B" a m 7111 1 11 f II II II ) 1 f 23 HINGEJAMB FRAME ANCHORING ASTRAGAL STRIKE PLATE DETAIL o Mosonry 2X buck construction �. Q Astragal o 0 C)` • W Ln CONCRETE ANCHOR NOTES: J 1. Concrete anchor locations at the comers may be adjusted to maintain the min. • • ' • • �. •� edge distance to mortarjoints. 26 • 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o ~ 24 maintain the min.edge distance to mortarjoints,additional concrete anchors J z a maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. VIEW A-A 18 a 3 Concrete anchor table 54 Astragal strike @head • • o a a MIN.CLEARANCE MIN.CLEARANCE ANCHOR ANCHOR MIN 26 ' m TYPE SIZE EMBEDMENT TO MASONRY i0 ADJACENT 56 Q �• v -EDGE ,- ANCHOR_:.. / HINGE DETAIL i14 z v z 1/41-1/424M02/27/12ITN i sc :TAPCON® 18 N.T.S. ° zMc.'BY: JK 'm p ELCO ® T/4.. 11-1/1V 1 4.. — — ----- ULTRACON _ chK BY: LFS 3 ITW ® 1-1/4" 3" 1.1/2" MY=No.: TAPCON VIEWB•B HINGE DETAIL FL-15255.8 a Astragal strike @ sill she.-r 16 Dr 19 " u "c R:\Clients\Trinity PERMANENT\Flcrida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-B.dwg,178 N 1.25' 0.81" ( I 3 N / I I(/ 3 Z 4) I z l \\ = f C 0 3 t7 i •Lan Y'B ` F3 1 Z V4,ti j - . m 1 m 1 1, — L ---1.075"F-- �-I 0.75" N V O 0.75 Tim y " P W y i2r04 0.08"—� i t <_ € 01; a 1.00" A N � —►{ 1.31" O O a �� •>, P � m R z OO m� � o ` •o o0 oC — o o s� �--i—0.76" NJ m � o O � a P O m ``1111111111(/1j7j' —L No.43409 xn PRODUCT: Documents Pmpumd By: r o TRINITY GLASS INT'L Lyndon F. Schmldt '�,'l�S • fir'Cj.�� I P.E. No. 43409 V m N �4,�OfI A1. ��� U' o tJ mVK T!l111111111 Ln T to\ 1 03 0*UPD.ATETO 5TH ED, (2014) FOC JK PART OR ASSEMBLY: rl 4PA.Box 230ING 5 Valrricos FL 33595 NO DABY COMPONENTS �/!/ Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 Q 201 2 R.W.BUILDING Ca NS-ANTS INC. o TOP L.�� TOP M v n A-A arc BB X. y 0.—4 4 /,:6Q: t 19' .63" C CiOP ori 56" r f�ffffr*I Pt �``` 'N m z6 BOLTRETAINER ��� L ` v 0 x z 4 0 a Aluminum(9-3/4"Long) ^ O $to s m c w N N N E cop 5 Q L a -- c w a m a(L 0.32"—^I F� Q C 0 JaT. � O N DEAD BOLT (THRU HOLE) n o j DEAD BOLT y `� L /(THRU HOLE) ui FLUSHBOLT BAR Q Die Cast Zinc _ SLIDEBOLT ROD 1 O T I Steel LATCH O 1 0 (THRU HOLE) in 0 ui o it a LATCH N (BUND HOLE) FLUSHBOLTBAR ti Gi O 0 Steel .0 DEAD BOLT — - (THRU HOLE) ....._....... cn �" b. Loa' I-- LATCH o (THRU HOLE) 0 a N N � 1 N Z 3 �6 I , In, ASTRAGALCHANNEL -' —.875' w N v _ rn 1 SCREW LOCATIONS ^� 1 � L_ (TYP) SCREW(LO CATIONS I M FLUSHBOLT o NNL 1 r� Die Cast Zinc W BOLT RFTAINFRS ASTRAGAL ` o SCREW LOCATIONS U 'o BOTTOM `c�Tn �_ BOTTOM CHANNEL �� N (TYP.) 3 M N FLUSHBOLT N a FLUSHBOLT o SLIDE BOLT ci BAR ")o a ROD 20 FLUSHBOLT O a ^Z ° ALUMINUM � ALUMINUM BOTTOM ^ BAR DAM 02/27/12 i F ASTRAGALASTRAGAL ci o w —1.75" 1.44" — _ SCALE: N.T.S. s VIEW A-A VIEW 8.8 PVC �I owc.Br: J1( 'm w Aluminum Astragal Assembly Aluminum Astragal Assembly ASTRAGAL --h 1.4e CHK.BY. LFS 3 C OWF'L'l NO.:—15255.8 ENDURA ASTRAGAL i TRC ASTRAGAL PVC ASTRAGAL VIEW C-C FL 6'8 Aluminum Astragal by Endura Products i 6'8 Aluminum Astragal by Trinity 6'8 PVC Astragal by Trinity PVC Astragal Assembly N ^aHEEr_LB OF T B O V C e ```e`��ll* BILL OF MATERIALS '_,; REM R DESCRIPTION MATERIAL Nt 1 * •�Z Z A 1 X BUCK SG>=0.55 _ WOOD a m ro B 2X BUCK SG>=0.55 _ WOOD �i,X ......•• ' C 1/4"MAX.SHIM SPACE ,�����II*P ���` O n`0 z D 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL . m o a o v xz0°� E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE E 9 m0 m° 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 e m n 7 0=a F 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL a ,v Ina a H 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEEL z o I 3116'X 1-1/4"PFH ITW CONCRETE SCREW STEEL E e z J #9 X 2-1/4"PFH WS STEEL a° �a L #8 X 2-1/2"PFH WS STEEL M 3/16"X 3-1/4"PFH ITW CONCRETE SCREW _ STEEL P 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL Q 3/16"X 2-3/4"PFH ITW CONCRETE SCREW STEEL zar I JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD N w TA STRIKE JAMB-FINGER-JOINT PINE(5-1/4")-SIG>=0.42 WOOD g 2 JAMB FIBERGLASS/COMP 3 JAMB PVC 5 INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM r < m 6 DOOR BOTTOM SWEEP PVC 0 a 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL 0 12 WEATHER STRIP QEBD650 Q-LON a a 18 3.983"X 4.0"HINGE MIN 0.098"THICK STEEL m 19 SILLKEY PC/ASA G 22 DEADBOLT STRIKE PLATE STEEL 23 STRIKE PLATE STEEL k 24 #9 X 5/8"PFH WS STEEL w 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. N 26 #9 X 1.0"PFH WS STEEL Z w � 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. F 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS " w 53 #8 X 1-3/4"PFH SMS STEEL 54 ASTRAGAL STRIKE @ HEAD STEEL H 56 ASTRAGAL STRIKE @ SILL STEEL d 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS Z a 62 QUARTER ROUND WOOD w a 63 #8 X 2-1/4"PFH WOOD SCREW STEEL o 64 #8 X 2"PFH WOOD SCREW STEEL Z C -9 65 #10 X 7'PFH WOOD SCREW STEEL -z ❑ ° 66 SIDELITE SPACER_ PVC DAT 2/27/12 F Z 68 1X MULLION _ WOOD SCAB: N.T.S. DWG.III. JK m' cHk.BY: LFS 3 Z` DRAWING NO.: FL-15255.8 N 0 SHEEP 19 OF 9 V C R W R W Building Consultants, Inc. B Consulting and Engineering Services for the 13uilding Industry C P.O.Box 230 Valrico,FL 33595 Mom S 13.659.9197 Florida Board of Professional Engimers Certificate of Authorization No.9813 Prodtkt EvaltiationReport Report.No. i I / Product Sub Category Manufacturer Product Name Category Trinity Glass International Glazed Fiberglass Exterior Swinging Exterior Door 4621 192nd St.East "Impact"Double Door wl or wlout Sidelites 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 1609.12.2 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-15255.8 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15255.8 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.,Inc. 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-15255.8 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) �`' 4 �rt:�'°�:;��u; `,� Lyndon F.Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 't 5. Quality Assurance `y Certificate of Participation issued by National Accreditation and Management Institute,certifying that Trinity Glass International isr manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. j' S%A I t71 Lyndon F.Schmidt,P.E. FL PE No.43409 5/1/2015 Sheet 1 of 1 /{`a t�,.�. �;���' "i'z�rSFSi�y 303M.