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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 5 (^ ,a. Fbiiida DeprT,m6nt! BCIS Home ; Log In ; User Registration- Hot Topics i Submit Surcharge ; Stats&Facts Publications i FBC Staff € BCIS Site Map Links i Search. Busines' /�rfy Pa I Ieg-�o'-;s Produ`t Approval USER:Public User Regulation Product Aooroval Menu>Product or ADDlication Search>Application List>Application Detail � FL# FL15255-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O 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 rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative 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 ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the 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. © 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 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15255 R1 Eauiv Eauivalencv Of Standards.odf Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 6/3/2016 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 Date Revised 12/11/2015 Summary of Products Go to Page Page 1/2 id FL# 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 Approved for use in HVHZ: Yes FL1S255 R1 II Inst 15255.1.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 15255.1 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.1.1)df additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15255.2 b. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door with"Impact" Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.2.pdf 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 FL15255 R1 AE Eval 1525S.2.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door with"Impact" Sidelite or Sidelites-Outswing Configurations(OX or XO; 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 FL15255 R1 AE Eval 15255.3.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.4 d. Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without "Impact"Sidelites-Outswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.4.pdf 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 FL15255 R1 AE Eval 15255.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 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.pdf 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 15255.5 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.S.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 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 XO; OXO) https://Iww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 6/3/2016 Florida Building Code Online Page 3 of 5 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.6.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 15255.6 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.6.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.7 g. Fiberglass Door 68 Single Glazed"Impact"Fiberglass Door with"Impact" Sidelite or Sidelites-Outswing Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.7.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 15255.7 for Design Pressure Ratings,any FL15255 R1 AE Eva[ 15255.7.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15255.8 h. Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without "Impact"Sidelites-Outswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.8.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 15255.8 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.8.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.9 L Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door- Outswing/Inswing Configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.9.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].5255.9 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.10 j. Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non- Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.10.Ddf 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 15255.10 for Design Pressure Ratings, FL15255 RI AE Eval 15255.10.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.11 k. Fiberglass Door 6'8 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 R1 II Inst 15255.11.1)df 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 IN ST 15255.11 for Design Pressure Ratings, FL15255 R1 AE Eval 15255.11.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.12 I. Fiberglass Door 68 Double Opaque"Non-Impact" Fiberglass Door with or without"Non-Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.12.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 15255.12 for Design Pressure Ratings, FL15255 R1 AE Eval 15255.12.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 6/3/2016 Florida Building Code Online r Page 4 of 5 15255.13 m. Fiberglass Door 68 Single Glazed"Nori-Impact"Fiberglass Door with"Non- Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.13.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 15255.13 for Design Pressure Ratings, FL15255 R1 AE Eval 15255.13.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.14 n.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non- Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.14.0f 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 Other:See INST 15255.14 for Design Pressure Ratings, FL15255 R1 AE Eval 15255.14.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.15 o. Fiberglass Door 6'8 Single Glazed"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 R1 II 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 Design Pressure:N/A Evaluation Reports Other:See INST 15255.15 for Design Pressure Ratings, FL15255 R1 AE Eva] 15255.15.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.16 p. Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without"Non-Impact"Sidelites-Outswing/Inswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.16.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 15255.16 for Design Pressure Ratings, FL152S5 R1 AE Eval 15255.16.odf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15255.17 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 FL15255 R1 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, FL15255 R1 AE Eval 15255.17.odf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15255.18 r.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non- Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II Inst 15255.18.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 15255.18 for Design Pressure Ratings, FL15255 R1 AE Eval 15255.18.odf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15255.19 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 R1 II Inst 15255.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 6/3/2016 Florida Building Code Online Page 5 of 5 Design Pressure:N/A Evaluation Reports Other:See INST 15255.19 for Design Pressure Ratings, FL15255 R1 AE Eva[ 15255.19.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.20 t. Fiberglass Door WO Double Opaque"Non-Impact'Fiberglass Door with or without"Non-Impact'Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 R1 II 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 Design Pressure:N/A Evaluation Reports Other:See INST 15255.20 for Design Pressure Ratings, FL15255 R1 AE Eva[ 15255.20.1)df any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page O (0 Page 1/2 Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: W9 RM Ed M ScL•ttin t F.N 8i T'tt tf.S.' https://www.floridabuilding.org/pr/Pi_app_dtl.aspx?param=wGEVXQwtDgv3yV V-KJZ l Q... 6/3/2016 TRINITY GLASS INT'EANATIONAL §_ GW 1!111lllll in a 37.50'MAX OA 3750 MAX.OA. � 1, o 0 0o z° GLAZED FIBERGLASS FRAMEWIDTH I FRAMEWIDTH ` csz {{ Z A,b/�/"{1c r M g;G.* 9 m C W ,,im ,DOOR °e y"� 'm aa..a9! OUTSWING / z 1 ul J LU GENERAL NOTES, z o J S X zoz 1. This product has been evaluated and is to compliance with the 5th Edition(2014).Honda Bulding: m 3 Code(HBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). m ,k; N 2 Product.anchors shall be as fisted and spaced as shown on details.Anchor embedment to base ,` O �// O material shall be beyond Wall dressing or stucco. / o W LL o z 3 3. When used in the"HVHT'this product complies with Section.1626 of the Florida Building Code and a, a `� does not require an impact resistantcovering. Y} m 4. When used in areas outside:af the'IRM"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 / product meets missile level"Mand includes Wind Zone 4 as defined in ASTM Ell996.and Section 1607.1.22 of the FBC. Lo N Z 5. For-2K stud'framing construction,anchoring of these units shall be the same as that shown for 2x El 0 m iA buck masonry construction. F- ry 6. Site conditions thatdeviate from the details of this drawing require further engineering analysis by Ell a licensed engineer or registered architect. DOOR MH RECTANGULAR LITE DOOR WITH OVAL LITE m Z a 7. This product meets water'infilfration requirements for"HVHT'. ` 1N1X� DESIGN PRESSf/jtE(PSS o a TABLE OF CONTENTS SHEET# .DESCRIPTION Typical a evations, es n ressures&general notes SNGY &DCiN510(V TYPE t'OSIITVE IaftiGaATNE ^o . . . ,. w...t„ , _ ,.. . ....._ .. . ..r.. ,�. zri a 2, Door ane details and loan eta is OUISWING G1,:G2 —62127112 z z 3 Door panerdetalsand glazing efolls 37.50"X8075" 1L G3 +'60'0 -60.0 0 4 Horizontolcrosssections (RECTANGULAR) SCAM, N.F.S. a 5.....__ Verticalcross sections OUTSWING 37.50"x 80.75" G1,G4 +75.0 -75.0 a'"`� By, JK m' �a 6 Buckorld frame anchorin (OVAL) 6V•BY: LFS 3 7-- components DRAWING NO-- 78 Bill of materials nFL-15285:5— o SHEET__L OF S N 35,75 MA PANEL WIDTH G3 G2 G7 PVC STILE CAP EXTERIOR. LOCK BLOCK PVC STILE CAP 21.0' LVLSTILE M .D.LQ. =�z AXm �i.r7 �Jcin 0. i 2 166,. y u\ � 0 X,z SEE DETAIL 2, INTERIOR _ z m° Ds2 1 HORIZONTAL CROSS SECTION 1.66" °W : 2 0. TOP.RAIL a rn m Q c° c� SEE HARDWARE : a a i O" CHART STRUCTURAL SILICONE z° d -4POLYUREIHANE. 4 PLCS. SEE EE o LVL/COMP FOAMED 0 ) A$ .S''GLASS BYTE 8 c w a 0 OPTIONS BELOW FIBERGLASS o° 3d YARN.; I"O.A THKGLASS REINFORCEMENT 1/8"TEMPERED L, GLASS G3 G2 M r SEE AIR SPACE J J ^ DETAIL I' / ^ 118 ANNEALED EXTERIOR INTERIOR GLASS: 3 i N0.09(YPVB INTERLAYER DETAIL FIBERGLASS DIIPONTBUTACIT5ORCAPSTONE N a� 1 ffl'SELF SKIN I/8".ANNEALED �zd THREADING SCREW o STRUCTURAL SILICONE EXTERIOR INTERIOR o PVC/ALUM.OR POLYPROPYLENE/ALUM. GLASS 4PLCS.)SEE, . a: OPTIONS BELOW COMBINATION GLAZING SPACER a a 2 A3 .51 GLASS BYTE GT G[AZINGIDETAII " DOOR PANEL V O.A.THK GLASS s ''11 lite 63. .5"•GLASSBYTE T/TTEMPERED STRUCTURAL SILICONE'. 1"OA THKGLASS GLASS .' IiYP.4 PLCS.)'SEE AIR SPACE OPTIONS BELOW G8TEMPERED w N ^ o #8 X 1-1/8"SELF AIR SPACE o z p„ 118"ANNEALED GLASS THREADING SCREWiE rn #8X10.090 PVB INTERLAYER 1/8"ANNEALED GLASS -118',SELF DUPONT BUTACfTE OR CAPSTONE LVL o THREADING SCREW. lY8"ANNEALED GLASS 0.090-PVB INTERLAYER RAIL F w ALUMINUM&BUTYLi. L OR CAPSTONE DUPONTBUTACRE 3PACERSYSTEM ALUM NUM&BUTY _. SRACERSYSTEM }' o GLAZING DETAIL 118"ANNEALED GLASS z m G3 GLALNG DEFAII PVC Qo 5 1.5" �. COMPOSITE: m.. F 1.2,e 0 BOTTOM RAIL' H11RD37rEELRECHART 5^ 02 N.TS12 g .. W; MANUf{C7UitElE INt7AE! 2 VERTICAL cNrr ar 3 - '�' ': :.:: ..` :.: - ORAWING.NO.:.LFS N CROSS SECTION FLUSHGLAIEDFRAMEMANOGANYLITEFRAME KWIKSET KNOB: SIGNATURE SERIES —PL 152555- 0--- _2 . - DETAIL i a3 ABS PC ABA S ABS of PC AS DEADBOLT:SIGNATURE SERIES(980J; mim 2 of 8 a ; 35.75MAX LVL STILE ``````���«* �� PANEL WIDTH PVC STILE CAP G4 G3 G2 G7 EXTERIOR LOCK BLOCK PVC STILE CAP.' Q'i.•' MAX DLO o. o , ~ * N R • W .: 1.66 SEE DETAIL 2; INTERIOR' 1 v . Z 0.z' C5 v. i 1'66 ►'. u o SEE HARDWARE 1: HORIZONTAL CROSS SECTION n m o o a- m: " X e + mdaa O Z. z / .S'GLASSBYTE 8 o 63 A3 BUTYL t SEE 1"O.A:IHKGLASS " .Q r - dETAILI 118 TEMPERED GLASS z �- `c3 AIRSPACE. y po M _n DECORATIVE INSERT TOP RAIL g AIRSPACE LVL/COMP.ALED �^ a— _ cc 1090"P N INTERLAYERGS - VB — o0 DUPONT BUTACITE:OR CAPSTONE �� w Q zc STRUCTURAL SILICONE 118"ANNEALED GLASS o (TYP.4 PLCS.)SEE - 2' OPTIONS BELOW ALUMINUM' G4 G3 G1 G1 a a .n y 3i' " G4 GLAZING.DETAIL 7 DOOR PANEL POLYURETHANE Ovol roe FOAMED FIBERGLASS . YARN:'.. EXTERIOR INTERIOR v ti a.v REINFORCEMENT.:. .T Z . O DEfA1L2 FIBERGLASSCL z SKIN. LVL m 4 O I° RAIL z svt i 9 �'Z U fIA�RbWAR€CIiARt C o, DAh 021271,12 z MANUFACTURER MORED - o scuF: NITS. 191 . RAI owc.BY: JK m_. TRUCTURALSIUCONEOATIONS •-1.64'-- SSILICONEBYCAPSTONE 4PL KNOB: SIGNATURE SERIES ( CHK,BY. LFS 3 W9Q5STRUCfURALSIUCONE _ _ KWIKSET— DO DnAwwc-eo.: -�------- DEADBOLT: SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. 2 VERflCAL CROSS SECTION. n FL .15255.5 DEFAU.1 3 n SHEL7 3 ov 8 • N\Qients\Trinityi ERMANENT\Flonda ProductApprovals\FL 15255\C Drawmgs\FL 15255\FL•15255.54dwg,3.1 Z T d. O n n 00 O o0 VI tyil tV C � A>. - O O C, 0a O - 3 Oy .. PT y : - - d. ... W y O -er �.A N nc N. 4'. N d e m d m W O O e' T .Kq 4 A $Cfj41,, uc�xeFr•. z fir -- No:�9 •.*.. PRODUCT: Dooumentn Prepared Br. TRINITY GLASS INTI Lyndon F.'Schmidt �ii� •...... P.E. No.-03409 "Q��t \�. will PO—Box T � y '- :PART'OR ASSEMBLY. BUILDING CONSULTANTS;:;INC. h. y N. NO 03QATE'5 UPDATE TO: STH E0. (2014):-FBC BY HORIZONTAL CROSS SEC7IQNS ph ne No23813.659.91.97:6. . 33595' REVISIONS. FSPE'C.A. No. 8813 02C12 R.W. CONB---TS I.C. FA\Qien.\Trinity P�ERMAN NI\FloridaProdOct Approvais FL-15255\C-Drawings\FL-15255\FL-152555-8.dwg,4.1 m . 22 M m` O ° e gym. ° n , ... j' oN }a N Z O N h rti'fa 3 Z' A p a x to W. C'SINK 171/#'MIN:' In EMB (TYP.) r 1-1/4"MIN. B.(TYP.) In m A cr y� ° 0 n O< °4 - Fy m _ °.. le ra O to 0 nee .Z e:•P5R I: N MIN.: ,a N EMB: 1-1/4'MIN. EMB.(TYP.) Cftyr,s G* PRODUCT: : - Decummla Pleppmd By:IV,% owzw :• `�'9 „ TRINITY GLASS INT[ P.E. NoF434o9 sae ''/ � L` PART OR ASSEMBLY: .BUILDING.CONSULTANTS,.INO. c0rl 1:�Vi 03102175 UP0ATE TO-:5TH ED. (2014) FSC:. UK - - ri v�/�J�P.O. Box 230,Valrloo,'F.L 33595 . w NO DATE, .>: 8Y YfR71CAC GROSS,SECT10N5 v� phone No.:.813.659.9197 REVISIONS":..°' 'FBPE CA'No.9813:.. . ®20121R.W.BUILCIND CaN9ULTANT91Na• _ - - 4. SEE HINGE 6..(TYP.) a Q �� •. c DETAIL l •O p. • Innp �. L 2X BUCK o. .��' �� .;m m ••• rn TYP.HEAD F 1 X . -- ' �ll*111 .Z oo BUCK : Um :N GZ ANDJAMBS 2 m_ — _ zn V TYP.HEAD E Z ND JAMBS 2X BUCK 2XBUCK . LL io. c o .. o 0- DOOR DOOR FRAME i j '2O �O 64 2XBUCK SEE MASONRY HINGE MASONRY M iXBUCK } o OPENING HINGE OPENING OPENING m ¢� z TYP.SILL m U � P o: w ° 23 & . . — STRIKE PLATE DETAIL m BUCKANCHORING HINGE JAMB FRAME:ANCHORING STRIKEJAMB M z 3 Masonry o _ CONCRETE ANCHOR NOTES': M n c Ghon W .o 1.Concrete:onchorlocations at the comers maybe adjusted to maintain the.min. Gedge distance,to mortar joints: – .2.Concrete.anchor locations noted as MAX.ON CENTER"musf be'a�usted to N � i? maintain fhe min edge distance to mortarl6ints additional concrete anchors may be required to ensure the liMAX.ON CENTER dimension are.not exceeded:. 0 3 Concrefeanchortoble - ` z J 2X BUCK J. 2X BUCK �. AIYCHQK ANcH�R NItN MIN CKE4RANGE, tV111I C[EiIREINC✓ w z ,. iQ MASONRY TO ADJACENT • g o Hix BUCK H 1XBUCK TYPE SIZE EMBEDMENT EDGE...: .....' ANCHOA•i....,.. 26 26 •. ..... ^z z a TAPCON® 1 . 1.1/4" 2 4" ?/{. 24 z pAt 02.27/12 i LCO'. ULTRACON® 1/4" 4 18 l8 scALN.T.S. 9 _ - TAPCON ar. JK m' _y DRAWING ND.:.LFS R wood scREw INSTALLATION NOTES: --HINGE-DETAIL-1 HINGE-DETAIL-2— N--. `= I.Maintain o minimum 5/8°:edge distance,i"end distance,&1"o.c.spacing of FL_'15255.513 wood screws.to prevent fhesplitting of wood. ISHEET_L or L R:\0ients\Tnn}tyFfRMANENT\Flonda�ProductApproyals\FL-15255\t-Drawings\FL 15255\FL-152555&dwg;6I - O 3{ 3� u A / O 0.75' 0.81" l?S 1.25' cr � L .75' I }Y X11 k'. �1i 0 . it 'RZpQ7 Tall i o OO r 0.76 00 ou O o 43409 g - - PRODUCT: documents-.Propansd W. N TRINITY GLASS INTI Lyndon �No.F434o9tdt '��I� IN6��0 I�l PART OR ASSEMBLY: //�� "BUILDING CONSULTANTS INC. 'r*t V 1': 0-3702-11-5;UPDATE TO.5TH ED. 2014).FBC JK ✓� P.O Box 230 Valrico<I 33595' h 1" to xCOMPONENTS Phone No. 813:859.9197 N NO -DATE - BY 'Phone" CA No: 9813' REVISIONS ; _0 ZOI2TR,W.9UrL.iNa CONBUO-ANT91NG. `t A. Ino .:, BILL OF MATERIALS V * �n NEM M DESCRIMON MATERIAL 3 m tl1` z O � A 1XBUCKSG>=0:55 .. WOOD �� OO;' . �t '`. M B ZX:BUCK SG 5=0.55 WOOD 'Till ...... r. ```�..'dF.'�;a C' 1/4"MAX.SHIM SPACE I,.. 0��� z D,: 1/4"X:23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N m z r4rr*It�� . .. y G MASONRY=3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE o E m .z m 6,4 E 301'OR HOLLOW BLOCK CONFORMING TO ASTM C90: a E o 9 ;6 w E 114'X 33/41 PFH ITW CONCRETE SCREW STEEL w: 1/4 X'3-IX PFH ITW CONCRETE SCREW STEEL g v J #9'X2=1/4"PFH WS ..:STEEL. oZ 0 L #8X 2-1/2"PFH'WS STEEL M:'; '3/16":.X3-1/4"'PFH ITW CONCRETE SCREW': STEEL �a P= 114::X2 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL :JAMB,(FINGER-JOINTPINE:-.SG>=,0.42):: WOOD 2 JAMB::,' PVC F ,3 JAMB FIBERGLASS/COMP w 8 #6X-1-1/4PFHDRYWALL SCREW STEEL cn 12 WEATHERSTRIP.QEBD650 Q-LON J 18'..: 3;9U'X 4:0"HINGE MIN 0:098"THICK'''. STEEL : N 19 SILLKEY.::..: ._ PC/ASA' z 22'' :DFADBOLTSTRIKE PLATE STEEL m 23,< STRIKE PLATE: _.. STEEL o 24 :' 49X5/8 PFH WSSTEEL a a 25 ., OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP: N 26 #9 X.1.0'PFH WS >:STEEL. 27' OUTSWINGTHRESHOLD ALUMINUMW/COMPOSITE SUBSTRATE ALUM:/:COMP. G .40 :':DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS m �. 64::::. #8X.rP.F14WOODSCREW STEEL j Ld DATE•02/27/12 . _. W.: Q. owc,ar: JK . m' Cwc Dr. LFS 3 -- DRA4nNC N0: — 5558 b' sx¢Lr80 ® _ __ __ 74"MAX.OVERALL FRAME WIDTH JELDVENCONTOURS STEEL DOOR,WOOD EDGE 721/4"MAX.PANEL WIDTH P TABLE OF CONTENTS 6-0 X 6-8(XX)&5.4 X 8-0(O/0X0) 36 3/8•WITH J SHT# DESCRIPTION p INSWINGIOUTSWING ASTRAGAL I 1 INSWING ELEVATIONS&GENERAL NOTES CD 2—INSWINGELEVATIONS — -p� 24 GA.STEEL IMPACT DOOR SYSTEM ` 3 INSWING ELEVATIONS&BILL OF MATERIAL j Q GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC ANDF / \ 5 INSWING VERTICAL CROSS SECTIONS FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 6 INSWING HORIZONTAL CROSS SECTIONS V ix J v BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z 0 Q C? F- 8 OUTSWING ELEVATIONS O_ SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS x 26 W Lt m HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. F 9 OUTSWING VERTICAL CROSS SECTIONS Z Y S 00 NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = x 10 OUTSWING VERTICAL CROSS SECTIONS W J 25 \ 11 OUTSWING HORIZONTAL CROSS SECTIONS Q 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER w to LOADS TO THE STRUCTURE. x 12 OUTSWING HORIZONTAL CROSS SECTIONS n 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR w" D w 13 ANCHORING LOCATIONS I j n Y_2 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. p 8 6 ¢ 14 ANCHORING LOCATIONS ch Y 0 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 6 a 15 ANCHORING LOCATIONS&DETAILS 5. SCALE BASED ON 11x17 SHEET SIZE. 9 NOTE 2 \ / NOTE 2 16 UNIT COMPONENTS 6.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. I \ / 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES C9 rn AND TRANSOMS. m w B. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION w^w REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN Ow INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH o X w ae INACTIVE ACTIVE O O � LENGTH/OH HEIGHT IS 1.0. �Op z ASTRAGAL A B 0`e��� o~ DOOR LEAF CONSTRUCTION: NOTE 2 uw O'T z w z DOUBLE UNIT(XX) a"p� w FACE SHEETS:THE FACE SHEETS ARE GLUED TO w-�N THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) O J z z _ m CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND y`�C7 w y CO DENSITY EXPANDED POLYSTYRENE(EPS). O? a z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF G O 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA TABLE 1 o O 0 SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688°X 1.203-BOTTOM RAIL DESIGN PRESSURE RATING o U o CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018°MIN)STEEL.THE LOCK } BLOCK IS 1.688'X 31/8•X 12•FINGER JOINTED PINE. DESIGN PRESSURE RATING: rn g m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, L w INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR c0 CONSISTS OF TWO 0.125°TEMPERED GLASS PANES SEPARATED BY A 0.75'AIR SPACE. SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM O FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. � THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM POSITIVE +55 +55 w U a z INSWING o o x o CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 U O M— ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM j3 v w FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING OUTSWING POSITIVE +55 +55 w o Dili THREE 16 GA.7/16"X 2•LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. NEGATIVE -55 -55 �N x INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILLMAMB CORNERANGLED FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA 7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16°X 2"LONG CROWN NOTES: ry o Q AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. C4 N o ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16•HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUC``90(111 III,,,RECEIVER NER PLUG SCENTER OF THE iLL INSERTEDOLD TO RECEIVE THE BO O ASTRAGAL O T.OUTSWING D FILLED WITH DOW 1199 SILICONE.A PLASTIC OF THE TWO FRAMES.1°X 1/2"CORRUGATED NAILS ARE USED ON THE `����� ES F• O �� 00 Q z EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" UNITS WITH AN INACTIVE PANEL,TAKE A 1/2•HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A 12/31/09 METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE tgson:signed r Hermes F.Norero,P.E. O WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:lamapprovingthis dowment _ Z sr•,o 1/2•=1' BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2°HOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.1110:04:34-05'00' CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 21/2° IN PLACE WITH 16GA X 7/16°X 2"STAPLES. =* * _= DwO.BYG.LUBBECKE SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT Lu -ZCHK BY: S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" 0 T T E• ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE .�T F F.Ep.' OrsnvnNO Nos TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS �� s�° �� JW162009 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. �9eeN MEer 1 OF 16 FBPE Coad 6IAiI16WtlIB'i No.285]8 p 641/2•MAX G OVERALL WIDTH 641/2'MAX O.VA WIDTH 51'MAX —`�O PANE 56�/2MAX.D.L.O. � 35 314"MAX OVERALL WIDTH n L-WIDTH— o s= iV CO ci Ili NOTE 2 f/ y 26 f \ cc T 26 \ m0 co 26 ry Z O0O O D O '' W LL Cwm = = � 6 J = 6 W Y 2 Oo J W � 6 PPW 6 � gai o O;° NOTE 2 NOTE 2 O v ELI Q 6 o m NOTE 2 p / NOTE 2 a m W Y a. `v m NOTE 2 B / NOTE 2 ^ 7•MAX // m ^ / MULL POST m w ow A 6� oxo ^ D.L.O. MULL POST 3 0 0, o FNOTE2 iC D NOTE 2 4 NOTE2� PANEL W DTH NOTE 2 0ozo TRI UNIT(OXO) TYP. 12'MAX' NO 2 0.6§ w PANELWIDTH 35 3/4"MAX w rnNOTE 2 (INSWING IMPACT DOOR WITH PANEL WIDTH j z12"MAX, NON-IMPACT SIDELITES) ag O PANEL WIDTH DUAL UNIT(OX) r6 z W Z 35 3/4"MAX 371/2"MAX O.V.A. TYP. (INSWING IMPACT DOOR WITH w PANEL WIDTH FRAME WIDTH 91 O MULL POST NON-IMPACTSIDELITE) D P z o TRI UNIT(OIOXO) a V (INSWING IMPACT DOOR WITH g m NON-IMPACT SIDELITES&TRANSOM) 26 0 wwi O O z � 25 \ _, w ay _ � 00000 UO W >Om woo> v /s �N NOTE 2 NOTE 2 g w / `•' NOTES: °0 1- ALL VIEWS FROM INTERIOR. o C4 / 2-MASONRY AND CONCRETECONSTR�RIJNP#111,� m Q z 0�� on�E 12/31/09 A B NOTE 27 sc•,F. 1/2"=1' * * 2 --G.LUBSECKE 353W MAX. T T a as er: S.FREY PANEL WIDTH DRAVV=NO- SINGLESINGLE UNIT) ��� ��� JW162009 (INSWING IMPACT) FPE BPE 4p L<�:6F F Na.78579 SMEET_2_0P 16 Item DESCRIPTION n Material m 371/2°MAX O.VA 1 HINGE JAMB 1 1/4'X 4-9/16'FINGERJOINTED PINE PINE o FRAME WIDTH 2 HEAD JAMB 11/4'X4-9116'FINGERJOINTED PINE PINE c o— --3— LATCH JAMB-1-1/4'X4-9116'-FINGERJOINTED.PINE PINE- 31 1/2"MAX.D.L.O. 4 SIDELITE JAMB 1-1/4'X4-9/16-FINGERJOINTED PINE PINE 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112°MIN.EMBEDMENT STEEL O N 6 4"X 4'BUTT HINGE 12GA. .089"MIN STEEL n D :3 7 #9 X 3/4'PHILLIPS FLATHEAD WOOD SCREW STEEL p tT 8 #10 X 11/2*PHILLIPS FLATHEAD WOOD SCREW STEEL J 0 9 3/16'ITW BUILDEX TAPCON WITH 1114-MIN.EMBEDMENT STEEL m 10 COMPRESSION WEATHERSTRIP FOAM F- r 11 INSWING THRESHOLD ENDURA MODEL L ZAILP56WMF120 6063-T5/COMP. ALUMINUM Z 0 Q co O 12 #8 X 2112'PHILLIPS FLAT HEAD WOOD SCREW STEEL — d LL CV 26 \ = 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM W W =Co ~ J 14 NOT USED '.c25 qQ 15 SIDELITE SEAT.Z60SERIES ENDURA VINYL n 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL J g= J os 17 BOTTOM RAIL 25GA. 0.018' GALVANIZED STEEL STEEL ' rni Y D- w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL i 6 1 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL a. 20 LOCK BLOCK 1-11116"X 3-1/8'X 12 FINGERJOINTED PINE TREATED PINE w 21 ODL LIP-LITE FRAME PLASTIC w r,w NOTE 2 / NOTE 2 22 1'O.VA INSULATED TEMPERED GLASS GLASS O X / 23 16 Ga.7/16"CROWN X 2°LONG STAPLES STEEL 00 w 24 CORRUGATED NAIL 1/2'X 1-1/16'25 GA STEEL �O d O co / 25 KWIKSET LOCK SERIES 400 STEEL ce2 N 26 KWIKSET DEADSOLT SERIES 660 STEEL O 1_z F 27 #8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL ob 3 w C 28 12X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD F z NOTE 2 r32 NON COMPRESSION SHIM WOOD (0-0 35 3/4'MAX. EXPANDED POLYSTYRENE 1.0 TO 1.25 pd DENS MFG BY JELD-WEN FOAM z W ai m PANEL WIDTH STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS z A525 COMMERCIAL QUALM 0.021°MIN.THICK I`- Z cc o SINGLE UNIT(O/X) INSWING VINYL DOOR BOTTOM SWEEP VINYL(INSWING IMPACT DOOR WITH CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM O NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 606345/COMPOSITE ALUMINUM (n g m 35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE �U1 36 318"ROUNDED SCOTIA PLASTIC z 37 SILICONE BEAD DOW 1199 SILICONE 0 38 JAMB,1-114'X 4.112°FINGERJOINTED PINE LVL ww iL z 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM O o 0 O 40 ASTRAGAL BOLT 0.313 DIA STEEL 0 U W 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w w 42 11116 O.VA INSULATED 118'ANNEALED GLASS GLASS N m 43 1"STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER ALJSEALENT 45 GLAZING CLIP CELLULAR PV NOTES: 1- ALL VIEWS FROM INTERIOR. o N 0 46 SASH 47 STRIKE PLATE GLOBAL CELLSTLAR PV 2-MASONRY AND CONCRETE CONSTRgQ3jI V 1 iftO���'''' m¢z 48DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY) STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC ��Z .1, DATE' 12/31/09 7 _ SCALE: 1/2'=I' DIG.OG.LUBBECKE T T 4► cHa,Sy: S.FREY �A(� \\ JW162009 FSP E CBR o,29M SHE-f� F 16 c-D m m m 1/4"MAX z mm SHIM THK W m m 1 1/2' 0 V� MIN.EMB. ,n > m;u v 0 2 CA EXTERIOR10- TZ z ZZ0 z z 00 INTERIOR M X K 2 m. 1. 0 79"MAX PANEL HEIGHT CD m 1 1/4" co m CD 0 MIN.EMB.— = m > 1/4"MAX < T F m 4 > SHIM THK 0 z Z >o z EXTERIOR aZ;9- w 4 0 om z rn M Z 2. z INTERIOR cl)0 0 ri z 0 Z z 79'MAX PANEL HEIGHT 0 �—1 114-MIN.EMB, O z c- 0) -m ca 1/4"IMAX 0 0 m q -f <m mZ m SHIM THK m Q)a 0 0, x o m m ca H 1 1/2' zb-00*1 om MIN.EMB. gi'0'34 zo > -< m > 0 m 2 w n 4 0 -4 rn EXTERIOR f 0 co m 0�z,�EF Z 0 z'o m.;z. 1>1 azz :<0 rj) 'o o 0 =Z D0z 0 m a) zmo INTERIOR;o m K:9 to On'D all 5 z WE al Z (n MAX D.L.O. z o In 0> 0 79"MAX PANEL HEIGHT 0 mcn L 12"MAX PANEL HEIGHT M 0 m P) X z 131/2"MAX FRAME HEIGHT 1 1/4" m Wo m MIN.EMB. m m< T- 1/4"MAX co SHIM THK 0 > Z- g- II X Z >o Z;a 00 EXTERIOR 0 U) OW z ca 4 0 m ;a YR Z z ;9 0 w z INTERIOR z L 79"MAX PANEL HEIGHT — 71/2 MAX.D.L.O. z � 12'MAX.PANEL HEIGHT0 109 1 1/4'MIN.EMB. 13 1/2'MAX FRAME HEIGHT — — %% PRODUCT. CONTOURS STEEL DOOR,WOOD EDGEJELD-WEN,INC. 1'9 c. rINSWING/OUTSWING 24GA.STEEL 6-Ox6-8(XX)&544-8(O/OXO) 3737 LAKEPORT BLVD. 90 8 :n W, ji c B 10.27.14 STH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 o m oA 12e01i11 2010 CODE CHANGE JLA 0 NO DATE DATE DESCRIPTION By INSWING VERTICAL CROSS SECTIONS PH.541-882-3451 m REVISIONS rri 1"MIN. NOTE 1 m 1" 1°MIN n1" w 1"MIN 28 41 a w MIN. jj� NOTE 1 of MIN. 1'MIN z_ 5 z 9 28 41 rri 1"MIN. NOTE 1 �w 1"MINNOTE 1 29 — • iv� 1"MIN— -41-- — 1"MIN ga. w - - 28 to rail 29 F •e' ate. a) 29 •.e p 38 3643 O I 29 m O_ SEE DETAIL A + x O x 2 U SHEET 15 37 42 O w = a 38 36 43 F- SEE DETAIL A 2 Z O x W = LL C9 SHEET 15 - 36 43 Z W aND 11/16"OA w g= c7 w SEE DETAIL A - W Y x co O 37 42 T w x 37 36 43 F-r SHEET 15 ?1 c' 5 Q v 44 ¢ LL SEE DETAIL A W Z 11/16"O.A. 16 37 p n an SHEET 15 g O Zw� 31 37 LU 45 46 ^ 44 O na LL O 30 31 16 -� e7 Y D N LLJ 38 37 n 21 a 30 —� U 1 p W ❑ w Z 38 SEEDETAILA 1°OA W C 8 21 O aod ❑XI- U SHEET 12 z u`o� 1"O.A al ❑ O O M w 2 - ❑ SEE DETAIL A w 064 y 22 SHEET 12 z m qe vg � 36 43 2 / 22 / o z U 37 36 43 P1 "y 3 31 16 37 / yo 21 /tea ~ m 31 g� 31 g� U_.p w LD 31 16 C7 a C9 IL z_ y O 0' 30 17 N 17 N O'b 3 rc z 21 30 C7 C7 Ed olo Z 0 z O w 37 30 37 30 w a U a SEE DETAIL A wl O 21 O O SHEET 12 1°OA. m 1"o m 15 2 > ❑ SEE DETAIL A wl ` ❑ 11 U g m SHEET 12co� 11 w w 22 22 41 28 1 1/2" 15 i 7�7��yO z MIN. 21 /to 21 / SEE NOTE EMB. 9 �" e e • d n J p W-Z Oa lea 5 O❑UO U' a I UOtq- 31 g� 31 1" 'MIN �- 1"MIN. 1"MIN �{ w o o w C VERTICAL CROSS SECTION SIDELITE TYP. x 17 17 (7 5 WOOD FRAME INSTALLATION D VERTICAL CROSS SECTION SIDELITE TYP. N am 5 MASONRY AND CONCRETE INSTALLATION 37 30 37 30 w Z NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS o N 15 11 MAINTAINED. 11 ��`�Eg F. O � 10<0z 41 28 11/2" 15 1 �`� .�0�� DATE 12/31/09 SEE NOTE MIN. 9 ,,• e a 7 __ gr•,c. 3'=11 EMB. °' e * - owo.MLUBBECKE 51"MIN I I �0;t�T T onAvnxa No_.ir FREY —{ 1°MIN f� {- 1"MIN. - 1"M N—'1 .Ie- e�pp, �`�. A VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. B VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. JW162009 5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION FBS nN.MM SHEEP 5 OF 16 74°MAX.OVERALL FRAME WIDTHO 641/2"MAX n n 641/2"MAX O.VA WIDTH OVERALL WIDTH 721/4°MAX.PANEL WIDTH 35 3!4°MAX � � 58112"MAX.D.L.O. 36 3/6°WITH r PANEL WIDTH - co ASTRAG c - 0-cr y cr NOTE 2 m 0 26 -� ci i~- �u� = z 0 <C? Z LU CC) n. LL N w = o m V uijNOTE 2 p NOTE 2° = o G \ o m Y a NOTE 2 NOTE 2n m // 9 �d \ / n 17 m qv CD a NOTE 2 NOTE 2 N MULL r° / D.L.O. POST / �+ 7"MAX' MULL W p w INACTIVE ACTIVE D.L.O. / POST o o w Ood o A B C O NOTE Lj NOTE 2I� �I 12"MAX. 3 a�ASTRAGAL 9 f�PANEL WIDTH K rb a TRI UNIT(OXO) O x O DOUBLE UNIT CkQ NOTE 2 O z J OUTSWING IMPACT (OUTSWING IMPACT DOOR WTH A B OTE 2 I I Lu Z NON-IMPACT SIDELITES) 9 I�--_il O 371/2"MAX O.V.A. NOTE 2 35 3/4•MAX 12°MAX. w F } z J FRAME WIDTH PANEL WIDTH PANEL WIDTH y Op m p 371/2°MAX O.VA m 51"MAX 31 1/2"MAX.D.L.O. I FRAME WIDTH TRI UNIT(O/0X0) ��Z w ~ OVERALL WIDTH m NON-IMPACT IMPACT DOOR WSO 70 (n a O N NON-IMPACTSIDELITE&TRANSOM) o z z o oz � NOTE 2 " � a O 26 D 26 �gm 25 \ _ = F 0 w "' 26 w = 25 _ o O \ 2 \ 2 W J w o 4 c=7 25 � Wz Lu ow�z zd 1 wi0 w ¢ >°' Vp0O a NOTE 2 NOTE 2 o v J o ✓ / W 0 O w m m / p F NOTE 2 NOTE 2 �_ a iA MULL N ?-- co / m n pM�' POST NOTE 2 / NOTE 2 NOTES: N o Q n 1- ALL VIEWS FROM EXTERIOR. o o / 2-MASONRY AND CONC�f"14,8h!1 1),CTION. SES F. O ����i m<0 NOTE 2 / NOTE 2 A B ��Z :p0� DATE' 12/31/09 12"MAX. NO E 2 35 3/4•MAX. 7 _ ...* WALL'c• 1B PANEL WIDTH 35 3/4°MAX C PANEL WIDTH a T T aP3.LUBBECKE NOTE 2 PANEL WIDTH 35 3/4"MAX. 11 = to G+wm'.- S.FREY DUAL UNIT(OX) SINGLE UNIT(O/X) PANEL WIDTH SINGLE UNIT(X) i;OC�He F. `��,� DRAWINGNO- OUTSWING IMPACT DOOR WTH OUTSWING IMPACT i S�b1"a0 `�� �W162009 ( (OUTSWING IMPACT DOOR WTH ���!/ " •' NON-IMPACTSIDELITE) NON-IMPACT TRANSOM) FBPI N.2B578 sNEEr6OF 16 1"MIN. 1" 1"MIN Bo 1"MIN. NOTE 1 ' 1" 1"MIN MIN. 1"MIN NOTE 1 � N m MIN. 1"MIN NOTE 1 1"MIN 1°MIN 9 O = w 1"MIN 28 41 1"MIN 9 iv NOTE 2 NOTE 1 NOTE 2 28 41 z 28 41 _ w 301 A... 29 29 ". . 2 . 29 38 J'd m � `2� • 229 38 36 43 a W I—fA n SEE DETAIL W m 36 43 F Z a <co SEE DETAIL , 16 5 SHEET 15 37 42 O w 2 = Z W ao LU SHEET 15 10 ;.J.,`'. = 16 11/16"OA. 0 W = 37 O _ Lu Q zzLo SEE DETAIL A 10 a u SEE DETAIL 11%6"O.A. w W n _ SHEET 15 4446 X SHEET 15 z co Y a 37 ¢M CL LL 38 37 44 45 46 .N�- ¢ w z � O r N W—LLJOw H 2 38 a cl) 00(o)OOy 0 O (7 2 O Lu C7 U LU ��il = O O w 16 �_� U I-- w WZ W W J 10 K F- ."'� W7 2' zl W z =U' 16 = rp"O > ¢ 30 wl w 30 10 m c9 m w z 2 R V' D X Z 7285 31 w 31 a = Ro zd W z z w r 17 a 17 v O 30 30 70 m 10 p g m w N'm •s; w r w 31 31 34 39 z w NZ 34 39 17 17 28 41 W am 10 10 m SEE NOTE 1 9 v O 0 o o v. OUWN w Z �. wo0 z 5 1°MIN Ism mN 34 39 34 39 1"MIN�{`�w 1"MIN. 1"MIN v a 28 41 D VERTICAL CROSS SECTION,DOORITRANSOM TYP SEE NOTE 1 g C VERTICAL CROSS SECTION DOOR/TRANSOM TYP, 9 MASONRY AND CONCRETE INSTALLATION o N o v9 WOOD FRAME INSTALLATION Z v• `��1111111//j� mQ Z 5 1"MIN 2 m I ��� O �i� ons 12/31/09 1"MIN `�w I 1 I NOTE 1-1X MAY BE UTILIZED AS AN OPTION AS �� �U�•' :�Q �S 3"=1' I M�N�l MIN—x"111 LONG AS MINIMUM ANCHOR EMBEDMENT 861UBBECKE A VERTICAL CROSS SECTION DOOR TYP. DEPTH,INTO MASONRY,CONCRETE,OR * , * NK By: S.FREY 9 WOOD FRAME INSTALLATION B VERTICAL CROSS SECTION.DOOR TYP. WOOD IS MAINTAINED. fl 1 0: RANNG NO: 9MAS6NRY AND CONCRETE INSTALLATION NOTE 2-OPTIONALLY,ANCHOR CAN BE PLACED 4'j IN NARROW SECTION OF HEAD OF JAMB. ij �/�. JW162009 �� soam.raesEAa ,��� SNEEF[Q OF]� a 1. ari 1"MIN. NOTE 1 m 1"MIN 1" w 1"MIN 28 41 a w MIN. 1"MIN NOTE 1 = ra MIN. 1"MIN 1"MIN 9 28 41 Y 1"MIN. NOTE 1 �—t w I"MIN 1"MIN NOTE 1 ——— 2g — e• .:— w—— 1"MIN --28--41- < — — 9 --28--41- DO — — 5 29 \M 3� <w �•" 29 m0 2 SEE DET�j��LA (7 2 U SHE37F11/16" p 0 _ H 38 36 43 = SEE DETAIL A 2 z 0 Q J 2 w 0 SHEET 15 36 43 d IL N OA p w _ = 37 SEE DETAILA _ 36 43 W zz w 37 4P = w SHEET 15 Q Q r ¢a w SEE44 SHEET 15 DETAIL A 11/16"OA. 0 ZW 31 16 37 0 ^i 37 45 46 A 44 p a p 30 31 16 Ch Y d N 45 46 38 37 p 30co 1A N Z 21 1°OA. U z — WI p J O 38 + SEE DETAIL A w 2 p z 21 1" AO p O . O W w SHEET 12 m J 0! °� p X 0 w 13 SEE DETAIL A W p O O_� cn 2 2 C6 SHEET 12 m moa 23 36 43 22 / 22 / O Z U 37 - 36 43 21 21 /� W—F F 31 16 37 /ga. � �a �_M m W 0 31 a 16 17 c7 a 17 cg7 a ��Z w a 30 K O x N z W B_ 30 W c7 <O Z o Z 21 1"OA. o O 30 37 30 w 9IU — j SEE DETAIL A w p z 21 1"OA. p 37 z a a 0 SHEET 12 go-4 — `a`o J 39 31 34 39 31 _ �gm p SEE DETAIL A �p SHEET 12 i �Lu � 28 41 1 Lu 22 / 22 / SEE NOTE 1 9 °� • a" • ° 1 O U~ 21 /tea 21 /� I Z a OWa—Q.Z 31 g g 5 �I 1"MIN E- 1"MIN. — 1"MIN o U w (9 a. 17 Oa 1"MIN �'w III O0W 17 (0 10 m < D N VERTICAL CROSS SECTION SIDELITE TYP. N C VERTICAL CROSS SECTION SIDELITE TYP. 10 MASONRY AND CONCRETE INSTALLATION 30 37 30 w 10 WOOD FRAME INSTALLATION Z N O Q 39 37 34 39 '-8 NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS p LONG AS MINIMUM ANCHOR EMBEDMENTS F I DEPTH,INTO MASONRY,CONCRETE,OR ,� of 28 41 Z 1 WOOD IS MAINTAINED. �� .'Q �i orale 12131/09 SEE NOTE 1 m 9 °' °.• ° O 5 LLI ° oWc•BG.LUBBECKE �I 1"MIN �- 1"MIN. 1"MIN T T C CM BY. S.FREY 1"MIN �� �����FTNIdgP ��,�� orwvnNCNo_ A VERTICAL CROSS SECTION SIDELITE ffRANSOM TYP. /_P VERTICAL CROSS SECTION SIDELITE/TRAN_SOM TYP. 0 JW162009 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION FSPE C9 �fla N".29M I SHEET11iOF 16 691/2' 39 314" 7 1/2" SEE DETAIL E SHT.15 (BOTH JAMBS) 813/4'MAX FRAME HEIGHT(INSWING) 80 1/2'MAX FRAME HEIGHT(OUTSWING) 5' 5"TYP. 9 m D _ m C0 gZ M p IVza o 1� N cz 0� y� rc r N X1I r p in T 6 �5yo — cw �; r my I I 1 I (�J 14"MAX.O.C.TYP. rn =1m m NO cnm D � r O 14'MAX.O.C.TYP. II•� —{ 3"TYP. 51/2' 39 3/8' O rC m r SEE DETAIL G m 0 SHT 15 95114'(INSWING) D 94112"(OUTSWING) w ^: _ 13 1/2" D I 5"TYP. 3•TYP � I m 3 C OR — ---7/ ,E - N Oz I I 1' CG) J—L Zr I I W cz ZN I_ Au Azm Xz / � � ro 0 - - Fe D f — G) 3 — n O X `tt`tttllllr�/��� p / 69 3/8' pfd* y 39 5/8' m�5g5�, %dim: S-Im 73/8' �m 1m 07" T D C 2 N ff p r r SEE DETAIL E r r 2 •0 c n SHT.15 x ao 111111111110" FR'*t p% ``` ,cz� PRODUCT: $ CONTOURS STEEL DOOR,WOOD EDGE JELD—WEN,INC. c� 6-0x6-8(XX)&5-0x6-8(O/OXO) INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD, r c -nm m c B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 I� fO n m A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451 m NO DATE DESCRIPTION BY INSWING/OUTSWING REVISIONS i 14"MAX.O.C.TYP. SEE DETAIL G 5112° S _ 39 318' HT 15 C — W F m 813/4'MAX FRAME HT.(INSWING) w =m 81"MAX.FRAME HT.(OUTSWING) j nC g -� 5'TYP. 5'TYP.—I Dr CA`Lm�x 4' m z 00 -7� Ozoz 119,N bm0 �za _ O-i G)={ 813/4'MAX FRAME HT.(INSWING) cZ m cN 81"MAX FRAME HT.(OUTSWING) �� m z p Xz 51/2'—1_ 7—391/2" G) c m z 1 SEE DETAIL G 5'TYP. SHT.15Fs- 'o�� \J \J I — —7 1 69 3/8° fo m m vv 39 5/8' '-0 -1 , -T't7- { �c to -I'(7• t 7 318" D v F' r co SEE DETAIL E ( I 1 I SHT 8 J �J SEE DETAIL E 14"MAX.O.C.TYP. 951/4"MAX FRAME HT.(INSWING) SHT.15 —� 1 Imn 112"MAX FRAME HT.(OUTSWING) y m .�, ' m m 51/2' —391/2" 13112" �m �7 1/2° 39 3/4" "13"TYP. O SEE DETAIL G 891/2° SHT.15 1-4 5"TYP.w v ca Z I .1 r I I T I I� N Oz C N • b G)o N r I V7 J J Oz �> G)� 14"MAX.O.C.TYP. gm m U)V) rnm c x xm z I 1m 0 X xm in �i,m D cn ZA m SEE DETAIL E D n > BHT.15 z Ln m n T O 71/2' 39 3/4" x � 891/2" � T �m o# �!1 V 2M•. '• O```.Gz7 fill III PRODUCT: CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN INC. 6-Ox6-8(XX)a s4x6-8(orox0) N 2 m c N rN„ INSWING/OUTSWING 2AGA.STEEL 3737 LAKEPORT BLVD. { c T mm n c B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 x m 'O A 12.01.11 2010 CODE CHANGE JLA I�' m X OUTSWING HORIZONTAL PH.541-882-3451 NO DATE DESCRIPTION BY CROSS SECTIONS REVISIONS SEE DETAIL I a e� C-SINK. F� NOTE o / 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. 0) 6"TYP. SEE DETAIL B \ / 2-USE 3/16'ITW TAPCON ANCHOR W/1 1/4'MIN.kMBED. 0 3"�' / WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. J 3"TYP.—I F-- r DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 11/4"OR m LII r / SCALE:6"=11-0" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT b cc J O IS MAINTAINED. Z ° LL cel -' Do a W Y 2 ao a 1 34 39 ~ 47 12 n ?i m m w m m n W W n 2 V m I / o \ m Y d v 2 1 3 4 L w m 3 w I I I I co DETAIL D L 23 ASTRAGAL w x I TOP STIKE PLATE 0�w ED 4� u, g I 1 3 4 28 O w N 28 SEE OTE 8 7 -08t;_ z 5 I ��� F . TYP. pETAIL B DETAIL C D R N 0 m CORNER DETAIL AT HEAD CORNER DETAIL AT SILL 7 7 o z o J II II 1 I it 1 .6�-WJ z� MULL T / MULL / DETAIL E ~ m 0°e �EE DETAIL C HINGE DETAIL 2,6 Z z x 27 o Z Z o ANCHORING LOCATIONS TRI UNIT °�U °d INSWING/OUTSWING UNIT(OXO) SCALE:1/2"=1'-0' 27 49 DETA LI F o ASTRAGAL BOTTOM g m INSERT PLUG(INSWING) DETAIL G w #8 X 2 1/2" 38 23 LATCH&DEADBOLT STRIKE 47 c9 uj z WOOD SCREWS 27 PLATES 3 0 �y F- TYP. 27 C w0 w�o 2113439 38 oc0iwin 24 27 xo�K N DETAIL F w ASTRAGAL BOTTOM(OUTSWING) N o O N O 2 NOTE(S): `�� SES F. O �i�� m Roz 35 ti I 1-ANCHOR SPACING FOR BOTH �� 'Q 1 DATE 12/31/09 1 4 INSWING&OUTSWING. 7 'O sr,c•AS SHOWN 2-SCREW#28 IN DETAIL C,NOT USED IN - * * _ Dwo,EG.LUBBECKE -- (XX)CONFIGURATION. DETAIL H �_cmm S.FREY CORNER DETAIL AT TRANSOM MULL ii'�p�F � �/ DnAwwoNo_ � 0000 DETAIL I �i�'�" D , a JW162009 MULL POST SILL SIMILAR FSPEC"tl.•OIAM' No.29M SHEErr1,'LOF 16 r+ 14 9/16° -� n 4" 5 5/8" 5/B, 1/8° 3/8" .L_ n 8� r 1 11/16"�{ C3_ g N m � -- 1/2" I 0 0) Elf LI LJ LJ I- 1 11/16 -{ I O (j-) WOOD JAMB FINGERJOINTED PINE 0 mgf= COMPRESSION I I I LATCH STILE H co r SCALE:6°=1'-0' T WEATHERSTRIP 1/8" TOP RAIL U J 1/8°(Min) 11 ENDURA INSWING THRESHOLD VINYL/FOAM "-'1111 hhh"'---3/8 HINGE STILE Z O J M 6063 T5 AL AND COMPOSITE Q 3 SCALE:6'=1'-0° SCALE:6°=1'-0" LAMINATED VENEER LUMBER Z W L CM 4 O SCALE:6'=l'-O"BUTT 4x4x12 GA,STEEL 10 17 25 GA.STBOTTOM EL SCALE:6'=1'-0' W `1 F-aT SCALE:6"=1'-0° 6 Q v 3118'--I Egg 19 p V) Ln I I 'Al o � coYa Call 7/8° 4 518" 5 5/8" 10 LOCK BLOCK T 20 FINGERJOINTED PINE 34 AFCO OUTSWING THRESHOLD W w SCALE:6'=1'-0" O 6063 T5 AL AND COMPOSITE 39 60 3AFCOT5 AL AND COMPOSITE TEUTSWING LD DOOR BOTTOM SWEEP 1 3/4"-•{ o r i SCALE:6"=l'-O" 32 00! O SCALE:6°=1'-0° VINYL CORNER PADS O p¢ z SCALE:6"=11-0" 3O PLASTIC -%0 z A B SCALE:6'=1'-0' mo oz 0 1 z O a ED Jo'0 O 1 3/4'--I —15/8' F-O H V3/8j � vi 7m xOz U 1" 47 coSTERAGAL STRIKE PLATE g m A EL B SECTION A-A SECTION B-B P1 ODL LIP FRAME SCALE:6'=1'-0" 13 R 6063-T5 ALUMINUM ED O SCALE: O 6"=1'-W O z SCALE:6"=1'-0° O 1132°--t— r--31/2°--1 I � w O a OOO 0I .3125" v21/8'T 21/2" om w S2 40 ASTRAGAL BOLT 35 MULL POST O❑ W c O at W O COLD DRAWN STEEL O EDGE GLUED FINGERJOINTED O 0 �N SCALE:6"=l'-O" SCALE:6"=1'-0' Zr 1 3/8° T O LATCH NITS ONLY N o a 13/16° SIDELITE SEAT 48STEEL0�❑ co 15 EXTUDED PLASTIC ` ��q�-0' m Im M SCALE:6"=l'-O" �SES F. �i�� m¢Z Z. —T `- 1 �� •- PD�� DATE:12/31/09 Ih� sDAS � SHOWN _ I 1/]6 —ZD ~1/2" i' 4�/2° * *'__Dwc.ES.LUBBECKE-- 21/16"--{ T T w Z CNK sr: S.FREY 46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 36 FIXED CORNER TRIM 38 TRANSOM JAMB ��OS 1wa1ro � \��`,� DFA ING NO- JW1 62009 CELLULAR PVC CELLULAR PVC PLASTIC FINGERJOINTED PINE � T7Pt��l� SCALE:6"=l'-O' SCALE:6"=l'-O' SCALE:6'=I'-D' SCALE:6"=1'-W FB� Nam ssgr�DF 16 i