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HomeMy WebLinkAboutRevisions (4) Florida Building Code Online Page 1 of 3 RECEIVED MAY'2 6 7017 Business, & Professional Regulationof SCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Flodda �r ` Product Approval_ USER:Public User . r . . Product Aonroval Menu>Product or Aoolication Search>Aoolication List>Application Detail - FL# - FL13540-R4 Application Type_ Revision Code Version 2014 Application Status Approved *Approved by DBPR..Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR,97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM E331 2000 Equivalence of Product Standards Certified By Approved Testing Lab FL13540 R4 Eauiv JELD-WEN ASTM E1996 Enuivalencv Letter.odf :Product Approval Method Method 1 Option.A https://floridabu.ilding.org/pr/pr=app_dtl,aspx?param=wGEVXQwtDquynOPErOHeef VE2... 5/22/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/20/2016 Date Validated 10/23/2016 -.Date Pending FBC Approval Date Approved 10/30/2016 Summary of Products FL# Model;Number or Name Description 13540.1 Contours Steel,Wood Edge 3'-2"x 6-10",Opaque Inswing and Outswing Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540 R4 C CAC NI010116-R4.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 Design Pressure:+55/-55 Installation Instructions Other: - FL13540 R4 II 3W162009 SS 2014-11-1l.odf Verified By: Hermes F. Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports F1-13540.R4 AE PER3291 SS 2014-11-1l.odf Created by Independent Third Party:Yes 13540.2 Contours Steel,Wood Edge 6'-2"x 6-10",Opaque Inswing and Outswing Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540 R4 C.CAC NI010116-R4.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 Design Pressure:+55/-55 Installation Instructions Other: FL13540 R4 II JW162009 SS 2014-11-11.odf Verified By: Hermes F. Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports. FL13540 R4 AE PER3291 SS 2014-11-Mod Created by Independent Third Party:Yes 13540.3 Contours:Steel,Wood Edge 5'-5"x.7'-.11",Opaque Inswing and Outswing Door with Transom and Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540 R4 C CAC NI010116.02-R2.r)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design Pressure:+55/-55 Installation Instructions Other: E1,13540 R4 II JW162009 SS 2014-11-11.odf Verified By: Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11.pdf Created by Independent Third Party:Yes 13540.4 Contours Steel,Wood Edge 5'-5"x 6'-10",Opaque Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No . FL13540 R4 C CAC NI010116.02-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design Pressure:+55/-55 Installation Instructions Other:. FL13540 R4 II JW162009.SS2014-11-11.odf Verified By: Hermes F. Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-1l.odf Created by Independent Third Party: Yes 13540:5 Contours Steel,Wood Edge 4'-3"x 6-10",Opaque Inswing and Outswing Door with Sidelite Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540 R4 C CAC NI010116.02-R2.odf Approved for use outside HVHZ:Yes QualityAssurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design_Pressure:+55/-55 Installation Instructions Other: FL13540 'R4 II 3W162009 SS 2014-11-11.odf Verified By: Hermes F. Norero,PE 73778 Created by.Independent Third Party: Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11.odf Created by Independent Third Party:Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE2... 5/22/2017 Florida Building Code Online Page 3 of 3 13540.6 Contours Steel,Wood Edge T-2"x T-11",.0paque Inswing and Outswing Door with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540 R4.0 CAC NI010116.02-112.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design Pressure:+55/-55 Installation Instructions Other: FL13540 R4 II 3W162009 SS 2014711-11.pdf Verified By: Hermes F. Norero,PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11.Ddf Created by Independent Third Party: Yes Baric Next Contact Us::2601 Blair Stone Road.Tallahas< F 3 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 addressesare 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 berg_ _ Product Approval Accepts: . . - Credit Card Sate. .. . ._ hgps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE2... 5/22/2017 ® 74"MAX.OVERALL FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE 72.1!4"MAX.PANEL WIDTH TABLE OF CONTENTS' 6-0 X 6-8(XX)&5-4 X B-0(O/0X0) 36 3/8"WITH J SHT# DESCRIPTION 1 INSWING ELEVATIONS&GENERAL OTES co TEELI IMPACT DOOR ASTRAGAL 2 INSWING ELEVATIONS N 24 GA.STEEL IMPACT DOOR SYSTEM 3 INSWING ELEVATIONS&BILL OF MATERIAL O 0) GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS J 0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5' INSWING VERTICAL CROSS SECTIONS m FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS / \ 6 INSWING HORIZONTAL CROSS SECTIONS F_ (j)T BEEN TESTED TOASTM E330-02,E331-00,'E283-04,E1886-05,E1996-05b&AAMA 1304-02. / 7 INSWING HORIZONTAL CROSS SECTIONS Z i J m SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS � 26 ' 8 OUTSWING ELEVATIONS — 0 LL w HAVING SIDELITElTRANSOM COMBINATIONS RATE AT WINDZONE(WD)3.' t7 9 OUTSWING VERTICAL CROSS SECTIONS Z LU co NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = 25 _ 10 OUTSWING VERTICAL CROSS SECTIONS 11J Q H 2, 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER w 11 OUTSWING HORIZONTAL CROSS SECTIONS J Q LOADS TO THE STRUCTURE. x 12. OUTSWING HORIZONTAL CROSS SECTIONS D n to 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR, ui D w 13 ANCHORING LOCATIONS. I j'n J= EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND'WALL DRESSING OR STUCCO. O m 6 z 14 ANCHORING LOCATIONS M Y 0 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 9 .15 ANCHORING LOCATIONS&DETAILS 5. SCALE BASED ON 11x17 SHEET SIZE. NOTE 2 \ 16 UNIT COMPONENTS 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. NOTE 2 `g 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES / AND TRANSOMS. co \ / w 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN W-111 w INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH 0 X� LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE O 0 ul y ASTRAGAL A B �0D 0w KiTpO xy >0 DOOR LEAF CONSTRUCTION: NOT DOUBLE UNIT(XXE2 O j z ) p Lu FACE SHEETS:THE FACE SHEETS ARE GLUED TO �°a� w -� THE CORE AND (INSWING IMPACT) w,SUBSTRATE WITH LMC ADHESIVE. Pp z z CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND rn Z O , §w DENSITY EXPANDED POLYSTYRENE(EPS). (n m Zy Z 0 PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF =)O§ 24-GAUGE(.021"MIN)GALVANIZED STEEL THE AVERAGE MIN.YIELD STRENGTH OF 24 GA o Z Z O SHEET METAL SKIN IS 40,300 psl.THE FACE SHEETS ARE BENT 90°OVER THE 1.688"X 1.0° TABLE 1 00 - ~ LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688°X 1.203'BOTTOM RAIL a O a CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK DESIGN PRESSURE RATING BLOCK IS 1.688"X 31/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: ai g m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING 0 w SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z 0 CONSISTS OF TWO 0.125",TEMPERED GLASS PANES SEPARATED BY A 0:75"AIR SPACE. SIDELITE(S)AND/OR TRAN ¢ zSOM W/O SIDLITE OR TRANSOM x p FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. U x� THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE +55 +55 w O a_O CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN 0 w x z NEGATIVE -55 -55 O p v o ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM U Orn rn FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING OUTSWING POSITIVE +55 +55 w c p w THREE 16 GA.7N6"X 2°LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. o w INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE -55 -55 a 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 STAPLESNOTES: w JOINTS,SILICONE SEALANT AND FOUR 16GA X 7116'X 2"LONG CROWN i- AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL 1- ALL VIEWS FROM INTERIOR. c ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE STAPLES THROUGH THE JAMB. THE MULLION T BETWEEN DOOR/SIDELITE IS d p CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCT�(?N&ttlttzz RECEIVER PLUG ICENTER OF THE S INSERTED OLL O RECEIVE THE BOTTOM ASTRAGAL BO T.OUTSWING OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE `����� $F. �� EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" ts`� O �i� m¢z THRESHLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC 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 �� Q �� DATE METAL STRIKE PLATE IS FASTENED USING TWO#8.X 2-1/2"SCREWS TO RECEIVE THE tgitaliy signed by Hermes F.Norero,P.E. r O 12/31/09 WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:t am approving this document 112'=1' BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 112'HOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD 9 7 SCALE CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" ate:zota.it tt t raa:3a-0soo' =* : * _ IN PLACE WITH 16GA X 7/16"X 2'STAPLES. - DWG.BYG.LUBBECKE SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT v T T cNw ev: S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8° �U ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE ��i0�° u�l�,tlP FJn������ DnAW9NGN0.: TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS -1 F uIrgD��' �� JW162009 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. ➢�"yiB�a MP E Ce+C 6}w.••.••iOh No.29576 SXEET 1 OF 16 0 641/2°nnAX J OVERALL WIDTH 641/2"MAX 0 VAWIDTH 51°MAX P 58'1/2"MAX.D1.0: .35 3/4"MAX i. OV PANEL WIDTH WIDTH ERALL VIIID N O NOTE 2' 26 ` 26 i \ mcc0 25 25 \ _ CD 26 ✓ \\ _ _ 7 W _ _ ZOQtd' t9 wk I, = C� L 25 w _ � g -i . _ 6 _jQ 00 Z w LL allo 29 F- _ g o a NOTE 2 6 OZ- w`� NOTE 2 NOTE 2 O o Ln w � G g omm NOTE m _j co `1 d ¢a NOTE 2 D o� g fD " NOTE 2 g 7"MAX. MULL POST m D.LO. f(0 / W / /. wpw 7'MAX. D.L.O. MULL POST Coto �apvov 0 O D NOTE,2 NOE 2 NE 12"MAX. NOTE 2 A o k ¢ 4 I----�PANEL WIDTH lz TRI UNIT.(OXO) TYP. 12°MAX. NO E 2 0 A B (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4"MAX w^F O NOTE 2 I I PANEL WIDTH w z 4 4 fl_--+I 12"MAX NON-IMPACT SIDELITES)' NOTE 235 3/4"MAX PANEL WIDTH DUAL UNIT(OX) w cb O N w TYP. 371/2"MAX O.VA W x z m. z PANEL WIDTH FRAME WIDTH (INSWING IMPACT DOOR LLPOST NON-IMPACTSIDELITE) �Iz :Z o U TRI UNIT(O/OXO) a a. (INSWING IMPACT DOOR WITH NON-IMPACT SIDELITES&TRANSOM) \ (D g m 26 w w �. z0 _ \ _ =Q0 c� 25 \ J U U H w J w ay _ ❑wERz J �^ OOUO z >co p U W as 7 .0 0 6 O" _ w00> FN' � N NOTE 2 NOTE 2 �* NOTES: m w N O¢ 1- ALL VIEWS FROM INTERIOR. o c i❑ / 2-MASONRY AND CONCRETE CONSTRuCy VY.l111'r" F. Pp�� DATE: 12/31/09 P` B NOTE 2 _ 7 _ g 1/2"=1' * * OWa•;.LUB13ECKE 35 3/4"MAX. PANEL WIDTH ��u CHIC BY. S.FREY °nA�nJW162009 SINGLE UNIT(X) �i���•tTortaa oaF4 7� ` 16 (INSWING IMPACT) FBPE VNa29578 SHE OF 16 Item DESCRIPTION Material 37112"•MAX O.VA. 1 HINGE JAMB(1114'X 4-9116'FINGERJOINTED PINE)' PINE �. FRAME WIDTH 2 HEAD JAMB 1 1/4"X 4-9116"FINGERJOINTED PINE PINE' N p 3 LATCH JAMB 1-114°X 4-9/16'FINGERJOINTED PINE PINE n. 31 12'MAX.D.L.O. 4SIDELITEJAMB(1-1/4'X 4-9/16"FINGERJOINTED PINE PINE . 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112'MIN.EMBEDMENT STEEL p . N 6 4'X 4"BUTT HINGE 12GA. .089'MIN STEEL n 7. #9 X 314"PHILLIPS FLATHEAD WOOD SCREW STEEL NOTE 2 _ 8 #10 X 1 12"PHILLIPS FLATHEAD WOOD SCREW STEEL J c 9 3116"ITW BUILDEX TAPCON WITH 11/4*MIN.EMBEDMENT STEEL 03 O . \ 10 COMPRESSION WEATHERSTRIP. . FOAM. . I— (A 3: 11' INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM Z CC J o 26 O 12. .tl8 X'21/2'PHILLIPS FLAT HEAD WOOD SCREW STEEL d LL'N = 13 EXTRUDED ASTRAGAL GLOBAL .6063-T6 AL ALUMINUM Z LL, Lu _.co F J 14 NOT USED ,�Q L=7 25 \ 15 SIDELITE SEAT Z60 SERIES ENDURA. VINYL. . 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL J M g= O°D 17 BOTTOM RAIL 25GA 0.018" GALVANIZED STEEL STEEL w co `1(L w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL Qa 7 6 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL 20 LOCK BLOCK 1-11/16'X 3-1/8'X 12 FINGERJOINTED PINE TREATED PINE 7 21 ODL LIP-LITE FRAME. PLASTIC w;.-w NOTE 2 / NOTE 2 22' 1'O.VA INSULATED TEMPERED GLASS GLASS 0 X Lu / 23 16 Ga.7/16"CROWN X 2'LONG STAPLESSTEEL 0 O, 24 CORRUGATED NAIL 12°X 1-1116'25 GA STEEL �O d z / O 25 KWIKSET LOCK SERIES 400 STEEL.• ce%N H� 26 KWIKSET DEADBOLT SERIES 660 STEEL 0' Z w Lu 27 #8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL 0 oe 3 W . C D28 2X WOOD BUCK . GRADE 2 SOUTHERN YELLOW PINE WOOD W^F y O D NOTE 2 29 NON-COMPRESSION SHIM WOOD N m .z O 35 3/4'MAX 30 EXPANDED POLYSTYRENE(1.0 TO 125 pcf DENSITY)MFG BY JELD-WEN FOAM rn C`9 wrn m — PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS F:4 a A-525 COMMERCIAL QUALITY 0.021'MIN.THICK. 0�O m o SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP - VINYL g 0 (INSWING IMPACT DOOR WITH 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM D�U NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5ICOMPOSTTE ALUMINUM g m 35 MULL POST EDGE GLUED FINGERJOINTED'PINE PINE 36 318'ROUNDED$COTTA PLASTIC 37 SILICONE BEAD DOW 1199 SILICONE x<O 38 JAMB,1-1/4"X 4-12'FINGERJOINTED PINE LVL w U a_U)39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM O 0 U_0 O 40 ASTRAGAL BOLT 0.313 DIA. STEEL 00 t0i W .41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w w 42 11/16 O.VA INSULATED I/8"ANNEALED GLASSGLASS F N D_ 43 l"STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER AL./SEALENT w 45 GLAZING CLIPCELLULAR PVC NOTES: ry o 4fi SASH CELLULAR PV 1- ALL VIEWS FROM INTERIOR. �1fll� o cq❑ 47 STRIKE PLATE GLOBAL STEEL 2-MASONRY AND CONCRETE CONSTRI� S N� O,i���,, m Q z 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY) STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC' O�L 12/31/09 S 7 SCALE: 1/2.=J. * * C DWG.BG,LUBBECKE 3 T T ` clot By S.TREY 0 .: � G \�� DRAWING NO d � ° ' � JW162009 eaU. vsrs SHEET GF 16. • FBPE C"M1 1�� w29578 N my 1/4"MAX p D m N m °D m SHIM THK. mm D0, m N o D 1 1/2" - n D MIN.EMB. M0 z z w EXTERIOR D N : Z- 0 . w ...� 02 _ •g. NZ Z Z' 0m INTERIOR N ��� m' �zN - p zz . . v 79"MAX PANEL HEIGHT m. m 11/4' fO w o MIN.EMB. D 1/4"MAX _ z �< 4 t'nD.SHIMTHK.�r :•. zo z , �> p >0 EXTERIOR c 0 0 ,> Z- 0� d cls zrn i mzz n m ^' n 8 z z z INTERIOR .', m a 0 a z p 79"MAX PANEL HEIGHT m �-1 1/4"MIN.EMB. A � Z z- - O O m N m 1/4"MAX m m o m z m y m SHIM THK. N 0m w 0 =m. .Z O*O r O y m N v o N m 1.a wm 1112" - zlovzg �� �,y ' MIN.EMB. rn mDzOR� rDcn-n T EXTERIOR a - 10vcn m S1 ; zOmzDO Oz - - IO�ZD zx zz =Z 00z 0 z m 0 INTERIOR A a w N O� Amo9— to . w m0 z m °°• n; °' 71/2"-MAX.D.L.O. w .z o z z y 0 L79"MAX PANEL HEIGHT. 12".MAX.PANEL HEIGHT m m 131/2"MAX.FRAME HEIGHT U) 1 1/4" a p ao m MIN.EMB. En 3�DZ _ v o < m D m =D 1/w4" MAX r .l z 0 I a SHIM THK D3 0 o 7baERIOR - . o 0� OU) d - ```tt►tui��iiii m� ® ` z Z Z N z INTERIOR .Qi L 8 v 79"MAX PANEL HEIGHT. 7 1/2".MAX.D.L.O.. w -.•e':. 'z W- q8 P. O •.• i,,.•' ` I 12"MAX.PANEL HEIGHT m 1-1 1/4"MIN.EMB. 13 1/2"MAX.FRAME HEIGHT _ y PRODUCT: - m CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. 60x6-8(XX)8 5-4x6.8(O/OXO) rn o y r w w INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. $ .o u m B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY. KLAMATH FALLS;OR,97601 X m � A .12.01.11 2010 CODE CHANGE JLA Icn z NO DATE DESCRIPTION BY INSWING VERTICAL CROSS SECTIONS PH.541-882-3451 m REVISIONS Di 1"MIN. NOTE 1 m 1" 1"MIN Y N.� 1"MIN �,� MIN. 1"MIN. 1" F.<w 28, 41 w NOTE 1 m MIN. 1"MIN <z_ 1"MIN 9 28 41 Do 1"MIN2 2 . NOTE 1 <w l"MIN NOTE1 ai 29 X s w 1"MIN <z 1"MIN: 9. Q,. ¢F 28 41 — 28 41 co y 29' Fc n ,•e Q rE5 3643 NmOI .SEE DEx 0 2 U cc -iSH37 O w 36 43 f `t 42 O'W x 38 F x SEE DETAIL A 4 Z O Q x.w x (� SHEET 15. 36 43 Ll LL N w ¢ x SEE DETAIL A K x W Y 2 ao. z <.N 37 42 W 37 SHEET I5 36 43 Q H 44 45 46 4 a SEES EET 15 DETAIL A 11/16"O A 2 O Z 31 16 37 p ^ u�7 g_ 37 A N 44 o a Xw p 3U 31 16 co Y(L 45 46 r.. ¢ cr IX 38 m 37 iv 21I T W 30 :...:'� 0 m 1 38 < t SEE DETAIL A 1"O A w p � 21 O w p w 0 SHEET 12 ZI'.m J 1"O.A. °�� ppoi w . 2 + p SE DETAIL wI X O Q rn SHEET 12 z m¢ 3 (7 m co 36 43 .2 / 22 0 o x z IX 37 ❑ 36 43 / 21 21 3.. a 31 16, 37 / �a /Oa WO J v 31 g� 31 g� yo0s'w O 30 .31 16 (7 IL _ (7 a (Q,6 qz n () w 17 ' � 17 �LYU �D�� cc z 21 �X SO m' oZ z o co 37 30 37 30 .2 o v Z SEE DETAIL A wI p 21 w a a SHEET 12 1"O.A. z fD-! 1"0. O J ❑ SEE DETAILA w <O 15 11 g ai S m SHEET 12 z 11 w 22 2215 (9 w / / 41 28 1 1/2" z O Z MIN. 21 21 SEE NOTE EMB. 9 ..a'' e U x O /gid /�a 5 A" ow❑ z g� 31 1"MIN' I o0(oO-i 31 N 1"MIN .ham �- 1"MIN. 1"MIN now— CD w 17 <6 %x ©VERTICAL CROSS SECTION SIDELITE TYP. x o x 17 m 5 WOOD FRAME INSTALLATION VERTICAL CROSS SECTION SIDELITE TYP. N 5 MASONRY AND CONCRETE INSTALLATION 37 30 37 30 w 1'0�2 NOTE 1- 1X MAY.BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR 15 EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS11 11MAINTAINED.41 28 1 1!2" 15JSF' O i SEE NOTE 1 MIN, e,. a �`Z "Pp�' DAA'12/31/09 EMB. 9' °• o , 7 _ srxE: 3"=1 5 * ' ° * —G.ES•LUBBECKE 1"MIN T T :4 CHK.BY: S.FREY 1"MIN 1"MIN. 1"MIN 0x" a rry"IF \��`�� DRAWING NO.: VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. / B.VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. 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N w VERTICAL CROSS SECTION SIDELITE TYP. 10 MASONRY AND CONCRETE INSTALLATION 30 37 30 Z 10 WOOD FRAME INSTALLATION w 39No¢ 37 34 39 31 � NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS ��I���� o�o DEPTHLONG AS TO MASONRY,CONCRETE,ORMINIMUM ANCHORT `��S F28 41 SEE NOTE 1. Ep g • • e` e e WOOD IS MAINTAINED. �� P �� DATE:12/31/09 N • - Z O SCALE. 3"= 1 W a DWG•EG.LUBBECKE 5 1"MIMIC �- 1"MIN. 1"MIN T T CHY-M S.FREY �^1"MIN %O'�•F�N�M11Q .f�a3VE.c`[/��` DRAWING ND.: VERTICAL CROSS SECTION SIDECITE/TRANSOM TYP. B^1 VERTICAL CROSS SECTION SIDEUTE/TRANSOM TYP. ��i BuA° ° � JW162009 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION FmEF Nam SHEEf__M_OF 16 1/4"MAX. SHIM THK, 1 1/2" 25 11/4. MIN,EMB. 13 10 MIN.EMB. SEE DETAIL A 1 19 SHEET-15 19 g1 30 SEE NOTE 4 28 41 EE NOTE 3 27 1/4'MAX`SHIM1"THKj MIN. J of SEE DETAIL A 31 m ; . SHEET 15LltL 1"MIN. 18 tU w H fA 1"MIN. 1 Y-:.•.. ...i 1"MINI Z O Q 30 31 EXTERIOR20 31 18 10 _� w W W =.c INACTIVE ACTIVE a',r,-�4 .:;`_c: g 1"MINI :'30 EXTERIOR O g Q 7 9 8 �Lo ,e::'-•'.'r'..`'.,.c,, �1"MIN 6 2841 EE NOTE 4 Lu A HORIZONTAL CROSS SEC ON p HORIZONTAL CROSS SECTION �Y d 11 VIEW AT ASTRAGAL EXTERIOR 30 7 6 29 g 1VI OD DOORLL) 1 . ATCHISIDE JAMB 1/4"MAX B HORIZONTAL CROSS SECTION 1/4•MAX 11 VIEW AT DOOR HINGE/SIDE JAMB SHIM THK, -1 1/2• 'SHIM THK. SEE DETAIL A ui (MASONRY AND CONCRETE INSTALL) 1 1/2" SHEET 15 0 MIN.EMB. 1 SEE DETAIL A 1 1%4' MIN.EMB. 4 W O W l SHEET 15 MIN.EMB. L O XO W 1'MIN—. 28 41 SEE NOTE 4 37 31 30 P1 0 p¢ Z N 1/4'MAX. 16 n N O co 31 SHIM THK. O x Ir F 10 18 I SEE DETAIL A z O�z 00 01"MIN 5 1°MIN. 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O 0 MIN.EMB. r 1/4"MAX.SHIM THK 11 VIEW AT DOOR LATCH/SIDE JAMB 2.SPACING FOR ITEM#12 FROM TOP DOWN: z z (MASONRY AND CONCRETE INSTALL) SEE DETAIL A 29 �<O SHEET 15 e z 6°,28-P,50-P.73-}". 29 SEE DETAILA 4 W v a y 1/4"MAX.SHIM THK p 2 z 3.ASTRAGAL SCREW SPACING FOR ITEM#27 0 w—Z q SHEET 15 � O❑ O z 1 1/2° FROM TOP DOWN:}',3 20',24-",54-',59" O 0 y Fn- 3 SEE DETAIL A 4 MIN.EMB. 37 to SHEET 15 21 30 31 75-�"8 78-}7. Woo> 31 30 21 22 18 4.1X BUCK MAY BE UTILIZED AS AN OPTION =o w D 18 21 30 31 37 z AS LONG AS MIN.ANCHOR EMBEDMENT ,f a z z 22 z DEPTH,INTO MASONRY,CONCRETE,OR z g ;i ;: .,,. 18 g , WOOD,IS MAINTAINED. di'ri :.':..;: z Z := • 5.TAPCON(ITEM#9)ANCHOR SPACING SAME a o ".'• 5 EXTERIOR AS WOOD ANCHOR(ITEM#5 PACING. O �_ 6.OPTIONALLY,ANCHOR 5 DIN EXTERIOR SEE NOTE 2 12 36 43 28 41 NARROW SECTION Q{2 �!i� m<z 28 41 36 43 12 SEE NOTE 2 SEE NOTE 2 12 �� DAM 12/31/09 g SEE NOTE 4 SEE NOTE 4 Z :O EXTERIOR 36 43 9 28 41 SEE NOTE 4 I HORIZONTAL CROSS SECTION 7 - SCALE 3 1' 11- VIEW AT FIXED PANEUSIDE JAMB *0 T T ir = DWG.BG.LUBBECKE (MASONRY AND CONCRETE INSTALL) :! 1(F CHK er S.FREY G HORIZONTAL CROSS SECTION �� �� O�"� �_ H 1 _ DRgVBNG NO.: 11 VIEW AT FIXED PANEUSIDE JAMB HORIZONTAL CROSS SECTION i� F�PJ*N"��j �� (MASONRY AND CONCRETE INSTALL) 11 VIEW AT FIXED PANEUSIDE JAMB JW162009 (WOOD INSTALL) ee,� FSPECe�I.'Q A{diLFlib�n-No.29678 SHEETJLCF 16 35 1/4'MAX SHIM THK.TYP, 35 25 1 1/2"MIN: EMB:TYP. 38 SEE DETAIS A 38 19 37. . 37 ET 1 10 10 31 30 21 21 30 31 19 30 31 19 8 30 31 22 46 44 42 46cr 0 z 0 m CQ O SEE NO 12 J ^/ 8 36 43 12 EE NOTE 2 36 43 EXTERIOR 20 EXTERIOR �— Z a <N U EXTERIORLL 6 RIOR Z W CD A -HORIZONTAL CROSS SECTION SEE 41 28 29 36 43 q5 37 29 8 41 W a !–. / o \HORIZONTAL CROSS SECTION -� a 12 VIEW AT HINGED PANELISIDE LITE AND MULLION NOTE 4. SEE NOTE 4 0 n t It 12 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION / Y 1 HORIZONTAL CROSS SECTION W rl _ 12 VIEW AT FIXED TRANSOM Y d 114"MAX (WOOD INSTALL) EMB.TY SHIM THK.TYP. 1/4"MAX. w SHIM THK a 38 SEEDETAILA'#RIOR 11/2", SEEDETAICA NOTES. 13 SHEET 15 MIN.EMB. 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 O w i: /// aSHEET 15 15. OOz 331 2.SPACING FOR ITEM'#12 FROM TOP DOWN: OOa �46 " 20 6",28 50�'.73 m y O zP44 42 10 19 2 e Q%% N O a 3.ASTRAGAL SCREW SPACING FOR ITEM#27 o x O rr P P m FROM TOP DOWN:1.3-j 20",24-j°,54-}",59' omz OO =,w •'. 4' Z ZO� �� 75}'&78}'. Ld• W //j// : 4.1X BUCK MAY BE UTILIZED AS AN OPTION F v1 w 5 // = AS LONG AS MIN.ANCHOR EMBEDMENTN v DEPTH,INTO MASONRY,CONCRETE,OR �XZWOOD,IS MAINTAINED. Oo§ a O 29 45 3 50 2 3UEXTERIOR 5.TAPCON(ITEM:#9)ANCHOR SPACING SAME (6 Tn w SEE 41 28 EXSEE SEE NOTE 4 28 41 29 AS.WOOD ANCHOR(ITEM#5)SPACING. U 9 9 �� 6.OPTIONALLY,ANCHOR CAN BE PLACED IN a a . NOTE 4 NOTE 4 ! .\ HORIZONTAL CROSS SECTION- �HOR120NTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. 12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCH/SIDE JAMB c g m (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) . . Fl 1'MIN 1'MIN ow 5 r <�z 1 1/4' 1/4'MAX. SEE DETAIL A 1 1/2' w O a MIN.EMB. SHIM THK. MIN.EMB. .1 1/4-MIN.EMB. M W Z SHEET 15 ,�. UOtgy 8. Dow- 3 9 w o 0Lu 1W MAX of> 10 19 2 20 31 MIN 1/2"GLASS BITE SHIM THK 9 1 2 .3 4 a 1/8"TEMPERED SEE DETAIL A 10 w m O - SHEET 15 z� _ ? OPTIONAL MASONRY AND CONCRETE INSTALLATION N o ZI W d j/j% 1 3/4" 3l4"AIRSPACE FOR HEADERS AND JAMBS ``tpt11114����� O 9 �jj/�//%/ SEE NOTE 54 6,THIS PAGE ``����g F. O �j�� m Q Z eI 48 2 30 118"TEMPERED �� r .�0% DATE: 12/31/09 I 29 EXTERIOR INTERIOR ` 3'=i SEE NOTE 4 8 41 GLAZING DETAIL A 7 -0 T T 2 Dwc.ag;,LUBBECKE SCALE:6"=V-0" ���p ' pD2': � Z cHK.ev: S.FREY ! r \ HORIZONTAL CROSS SECTION �o c� y ���� DRAWING NO.: 12 VIEW AT DOOR LATCH/SIDE JAMB JW162009. (MASONRY AND CONCRETE INSTALL) �� FBPE CmL It Na 29578 SHEET'' OF 16 69 1/2„ 39 3/4' 1 T 112° r DETAIL E" SHT.15 (BOTH JAMBS) 813/4'MAX FRAME HEIGHT(INSWING) . 601/2"MAX FRAME HEIGHT(OUTSWING) cr3 5„ 5"TYP. CR �'= m _ _mi D G)� to mr- h;OzW tn- cn r � r � ZR — -- =t 0 m l 14"'M X O.C.TYP. - mrn xm . m -I'a o w� D r' - P m 0 14"MAX,O.C.TYP.�----� 3".TYP. C 51/2" �Ir 3.—...�. � m SEE DETAIL G 0 SHT 15 95 1/4"(INSWING) —..—941/2'.(OUTSWING) 131/2' —j 5"TYP. 3"TYP.--� W 7YP y0 53 -_ z 620 Z� 0 0 0 m °xz En0 ,n � V 69 3/6" � fY 39 5/6" z' tornm im m 7 318" m 1 m 1 6P 0 cn tc�. :c cn D: cn T� G� SEE DETAIL E r r fi O c O SHT.15 °l ��.tip•......•oma���. � �% $ F > PRODUCT: . CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. 6-0x6.6(XX)&54x6-6(0!0X0) z r N INSWING/OUTSWING24GA.STEEL 3737 LAKEPORT BLVD.. "� KLAMATH FALLS,OR,97801 g o m m g B 10.27.14 5TH ED CODE SM PART OR ASSEMBLY: z m ° tO A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451 ' Im { m NO DATE DESCRIPTION BY. INSWING/OUTSWING. . REVISIONS 14"MAX.D.C.-TYP. SEE DETAIL G 5 1/2" SHT 15 _ 39 3/8" � m r 81 3/4"MAX FRAME HT.(INSWING) to a 81'MAX.FRAME HT.(OUTSWING) to-a �g Dr = � { 5"TYP, 5"TYP.— w 0 yZ * I ZO IT G)°z r pZ NOZ - �� c0 MCC) yr a _ �r O 813/4'MAX FRAME HT.(INSWING) cZ Zcn Z 81'MAX FRAME HT.(OUTSWING) xz. 51/2"------ 391/2" O c m z . c w =i SEE DETAIL G 5"TYP. SHT.15 5"TYP. ( — 69 3/8" =m m m 39618 o r F 0 SEE DETAIL E \ ( SHT 8 J �J 14"MAX.O.C.TYP. SEE_DETAIL E w 951/4"MAX FRAME HT.(INSWING) SHT.15 m 941/2"MAX FRAME HT.(OUTSWING) mm a . m m `r `n 51/2'--I_I--391/2" �112- m 7112" r 39 3/4" •—j �—3"TYP. O SEE DETAIL G 69 1/2" SHT.15 5°TYP.w 5"TYP.--I 5"TYP. cn zD IJA �. . n�0 ( (. I i I I� zo Mm en' �0 I b � A C0 yt Z OZ I a° �r 14"MAX.O.C.TYP. 0_m _ c -zi m m . z A Nm - vt mfn ' cn� D -.v SEE DETAIL E �. 33 z D SHT.15 3"TYP.= ca F: n O 0 j � 3 71/2" m 39 3/4" '006a`O�a n up z 691/2' P * m o 1 N� r 3- v •O Gp'e•' PRODUCT: _ m PCONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. 6-Dx6-8(XX)a 5-4x6-8(O/oxo) .N o O c N INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. $ o m m o B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: - z m " co A 12.01.11 2010 CODE CHANGE JLA KLAMATH FALLS,OR,97601 Im m NO DATE . - DESCRIPTION BY OUTSWING,HORIZONTAL PH.541-662-3451 . m REVISIONS CROSS SECTIONS SEE DETAIL CSINK. Imo- NOTE 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT coo ( WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. N T 6"TYP• SEE DETAIL B \ / 2-USE 3/16"IMTAPCON ANCHOR W/1 1/4•MIN.EMBED: 3°TYP. / 3"TYP. WHEN INSTALLING.INTO CONCRETE/MASONRY.SUBSTRATE AT.SIDELITE SILLS. m 0' ' r DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDEDIN EITHER THE 1 114"OR r / 1 SCALE:6"=T-0. '314 THICK PORTION OF THE JAMB,AS LONG AS THE SUBSTRATE EMBEDMENT CC 1 I / IS MAINTAINED: z'p J C? I � r csj �' W OD 39 ¢ d a LLJ C? wo 1 34 '- z o io 47 a a (a � w..n C, .n. w � 0 Q�Q to m r- m m ul t� J 2 o co cYa vF I in 2 1 3 4 1 p x ) 1 • � w ( 3 23 DETAIL D ASTRAGAL w N I I TOP STIKE PLATE p `v m) 9 1 3 4 28 wow cq d 28 SEE NOTE p�,rq w w � I 5 I #2 8 7 0 a.'i R. o r TYP. DETAIL B DETAIL C O X n O� -111 flL CORNER DETAIL AT HEAD CORNER DETAIL AT SILL O x O Il II I I II 7 7 O � Zw MULL T / MULL w�j z .\--SEE \ DETAIL E F ` SEE DETAIL C HINGE DETAIL M,6((9 w U M,6 x_z w az OcoEn ir 27 F Z O ANCHORING LOCATIONS TRI UNIT 0 0 INSWING/OUTSWING UNIT(OXO) ✓ SCALE:1/2•=1'-0" 27 49 DETAIL F ASTRAGAL BOTTOM 2:5} INSERT PLUG(INSWING) N-m DETAIL G w #8 X 2 1/2" 38 23 LATCH&DEADBOLT STRIKE 47 (9 w WOOD SCREWS PLATES 7d z z TYP. 27 U U O 27 O owjRZ 2 11 34 39 0000 38 ovw55 24 27 / w cm N N DETAIL F v ASTRAGAL BOTTOM(OUTSWING) H N O¢ G cq❑ 2 NOTE(S): %%%SES F. 35 1-ANCHOR SPACING FOR BOTH ��. 1 4 INSWING&OUTSWING. Z;' t�0�' —: 12/31/09 2-SCREW#28 IN DETAIL C•NOT USED IN 7 C SMF-'AS SHOWN (XX)CONFIGURATION. -* ' * _ DWGBS.LUBBECKE � 'o T T � DETAILH 10 vE fru : cm By. S.FREY CORNER DETAIL AT TRANSOM MULL %�T�Ffan�F.A ``�� DRAWING NO.: DETAIL I ���F3,___slate JW162009 MULL POST SILL SIMILAR FSFEcen!AALbNAaonNurme smmrtLOF 16 e L{- 4 9/16° . 4" 5 5/8° . L 1 11/16" 1/8"�� i 318"-{ 'I5l8° It o 318' m it 0 0 m I� 1/2• "`r J �. WOOD JAMBFINGERJOINTED PINE O O u u u 1 11/16" I 0 I� -i m 1 SCALE:6•=1'-0' T COMPRESSION I I I LATCH STILE. H co`- 2' —{�--1l8°(Min) ? 11 ENDURA INSWINGTHRESHOLD WEATHERSTRIP TSI 3/88" TOP RAIL U CC J a O 6063 T5 AL AND COMPOSITE VINYUFOAM ���iii III��� HINGE STILE Z O Q M 3 SCALE:6"=1'-0" SCALE:6-1'm()". LAMINATED VENEER LUMBER IL LL CV O BUTT HINGE 4x4x12 GA.STEEL 10 BOTTOM RAIL (LVL) Z W CC) 4 6 SCALE:6'=1'-0' 17 25 GA.STEEL SCALE:6'=1'-0" w Q F SCALE:6"=T0' J a I 16 18 19 p n Lo j m O W, m Y a - [--13/4' 7/8' 4518' 5 20 LOCK BLOCK 5 5/8" 0 J FINGERJOINTED PINE O,6063OUTSWING T5AL AND COMPOSITELD 3g w�w SCALE:6"=l'-O" O 6063 OT5 AL AND COMPOSITE DOOR BOTTOM SWEEP I�1 3/4•—{ M x N SCALE:6"=l'-O" SCALE:6"=l'-O' 32. VINYL CORNER PADS O 6 rn SCALE:6'=1'-0' O PLASTIC -mQ z A B SCALE:6'=1'-0" o X 9 w z 0 a 0 w U w x z N OO O OO N U Owu) D: O p z z 0 m 00 v A B 1" 47 ASTRAGAL STRIKE PLATE S m 1318. SECTION A-A 'SECTION B-B ODL LIP FRAME SCALE:6'=1'-0' c O13 ASTRAGAL EXTRUDED 21 PLASTIC 6063-T5 ALUMINUM SCALE:6"=Vz 0 SCALE:6'=l'-O" 1/32'--if _31/2•—i v 13125" p 0000 1-6" T I~ O o w 2 1/2". 2 118' 0 O O 40 35 p w ASTRAGAL BOLT w MULL POST � I =c O COLD DRAWN STEEL O EDGE GLUED FINGERJOINTED L p 0 `� SCALE:6•=1'-0• SCALE:6"=l'-O" Lu LATCH PLATE STEEL N o 1 3/8' 13/16" L 15 SIDELITE SEAT 48 SI UNITS ONLY o O g O EXTUDED PLASTIC m SCALE:6'=l'-O" OJ� S F-lop',*_ z PD�� DnTE 12/31/09 iD � 7 _- s—E:AS SHOWN 1/16" 1/2" 41/2" i _* . *C DWG.EG.LUBBECKE f~ 21/16"n] o T T Z U/ S.FREY ���.t�•�. E_���� 46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 36 FIXED CORNER TRIM 38 O DruvnNc No. TRANSOM JAMB ����Fo�PtlP�77��,�� CELLULAR PVC O CELLULAR PVC O PLASTIC FINGERJOINTED PINECS,_! JW162009 SCALE:6•=1'-0° SCALE:6"=T-0" SCALE:6"=l'-O" SCALE:6"=1'-0' to FBNo 2%78 wj }' sHEEroF 16 PE