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Florida Building Code Online Page 1 of 4 a4, 6 S Y s BCIS Home Log In - User Registration Hot Topics Submit Surcharge ' Stats&Facts Publications F8C Staff ` BCIS Site Map ; Links : Search B u s i n e s Product/r " USER: ��plOV��Professional ro essial PubeUser . 11 li F C w£ ` ) £e £ >Product mr ALp,;cr tion Search>Acpl ic"at!on List>Application Detail FL# FLi3540 R2 '}. _..._..,._ Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POG and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN FILE COPY.- . Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,(800) 535- R 97601 3936 fbcl@jeld-wen.com Authorized Signature Gary Rollinson 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/Ph6ne/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 R2 Equiv JELD-WEN ASTM E1996 Ed u1enC`! Cette'r, df' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDq�yrOP err_0:Hee:� 6/1'0 015 T.,, . _ _ Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option A Date Submitted 06/19/2014 Date Validated 06/20/2014 Date Pending FBC Approval Date Approved 06/25/2014 Date Revised 01/13/2015 _.. .....__.... .,..........._....... ........................................ ... . ...................................................... ......................................................................................... Summary of Products FL# IlModel. Number or Name IlDescription 13540.1 Energy Saver/Contour 24ga 3'-0"x 6'-8", X,Opaque,Inswing or Outswing, Single P�� Steel, Wood Edge Door Impact Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R2 C CAC NI010116-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions j Other:This product application conforms to rule 61G20- FL1.3540 R2 II JW162009.PDF 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL13540___R2 AE..PEP,1562 sioned and._ctrt_pdf Created by Independent Third Party: Yes 13540.2Energy Saver/Contour 24ga 6-0"x 6'-8",XX, Opaque,Inswing or Outswing Double I =Steel,Wood Edge Door Impact Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540_R2 C CAC NI010116.01.odf Approved for use outside FlVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 j Design Pressure: +55/-55 Installation Instructions I Other:This product application conforms to rule 61G20- FL13540 R2 I1 JW162009.PDF 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports (11,3`540 R2 AE PER 1562 signed cnd cert.p f Created by Independent Third Party: Yes 13540.3 --lEnergy Saver/Contour 24ga 5-4"x 8'-0",O/OXO, Opaque,Inswing or Outswing Steel, Wood Edge Door Single Impact Door,with Transom and Non-Impact Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL.IJ540_.__RZ._C._CAC__,N10.10116_01 odf' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other:This product application conforms to rule 61G20- FI-13.540 R2 11 JW162009.PDF 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL13540 R2 AE PER 1562 signed and cert_. f Created by Independent Third Party: Yes 13540.4 Energy Saver/Contour 24ga 5'-4"x 6'-8",OXO,Opaque,Inswing or Outswing Single Steel, Wood Edge Door Impact Door with Non-Impact Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F113.540.._R12-C..__CAC..._N1010116,_01.,._pdf Approved for use outside FIVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other:This product application conforms to rule 61G20- FL.1.3540 R2 II 3W162009 PDF 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL13540 R2 AE PER 1.562 signed and cert.odf Created by Independent Third Party: Yes https://www.flori dabuildiiig;.org/pr/pr_app_dtl.aspx?paranl=wGEVXQwtDquynOPErOHee... 6/10/2015 Florida Building Code Online Page 3 of 4 13540.5 —:]Energy Saver/Contour 24ga 4'-2"x 6'-8",XO,Opaque,Inswing or Outswing, Single Steel, Wood Edge Door Impact Door with One Non-Impact Sidlite. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I L,13540 R2.CCAC.._N1010116:01,_.p_et Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other:This product application conforms to rule 61G20- FL1_3540 R2 II JW162009._PDF 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FI-13540 R2 AE f t R 1562 sia.ned and cert.pcf Created by Independent Third Party: Yes 13540.6 Energy Saver/Contour 24ga 3'-0"x 8'-0", O/X, Opaque,Inswing or Outswing, Steel, Wood Edge Door ISingleImpact door with Transom 1' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 RR2 C CAC N1010116.01..odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact:Resistant:Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions ; Other:This product application conforms to rule 61G20- FL13540 R2 II JW162009.PDF 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports Fb...I..3_a40_._R2._AC.__PER _1562_Slgned artd,_Ccrt.D f Created by Independent Third Party: Yes 13540.7 Steelg Wood Edge Dur 24ga Door x 6'-8",X, Glazed,Inswing or Outswing ,Single Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI.3540_R2 C CAC NI010126.01.odf Approved for use outside;IVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20- FL13540 R2 11 JW172009.PDF 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL.13.540_.R2_._AE...._PER.._1.563..Rl:.,. df Created by Independent Third Party: Yes 13540.8 Energy Saver/Contour 24ga 5-4"x 8'-0",O/OXO,Glazed,Inswing or Outswing, Steel, Wood Edge Door Single Door with Transom and Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1-3540 R2 CCAC N1010126-01. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +:50/-50 Installation Instructions Other:this product application conforms to rule 61G20- FL13540 R2 I1 JW172009,PDF i 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL13540 R2 AE_ PER 1563 R1.Gdf ! Created by Independent Third Party: Yes 13540.9 Energy Saver/Contour 24ga 5'-4"x 6'-8", OXO, Glazed,Inswing or Outswing,Single Steel,Wood Edge Door Door,with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F-1-1,,3„_`1.aL_._SZ7_.._C__C AC___N10' 1.Z 6_,01,170(. Approved far use outside FIVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design hresurc-: +50/-50 Installation Instructions Other:"I his product application conforms to rule 61G20- F_ .'3540_F2_IL__7W 1/2009_PD 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FI.1.:3540 R2 AE PER 1563 R3 1.p Created by Independent Third Party: Yes sl 1113540.10 Energy Saver/Contour 24ga 4'-2"x 6'-8", XO, Glazed,Inswing or Outswing, Single Steel, Wood Edge Door Door with One Sidlite. Limits of Use Certification Agency Certificate https://www.floridabu ilding.org/pr/pr_a.pp_dtl.aspx?param=WGEVXQwtDquynOPErOHee... 6/10/2015 Florida Building Code Online Page 4 of 4 Approved for use in HVHZ: No FL13540 R2 C CAC N1010126.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions 1 Other:This product application conforms to rule 61G20 LL 13540 R2 II ]W1.72009.PDF 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports _rL13540.._R.1-2.—Pa E_.PER 1.553 Rl.pdf Created by Independent Third Party: Yes 13540.11 Energy Saver/Contour 24ga 3'-0"x 8'-0", D/X, Glazed, Inswing or Outswing,Single Steel, Wood Edge Door door with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL3_540_R2 C CIBC_N1010126.01.pdf Approved !or use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions Other:This product application conforms to rule 61G20- F�1,3'�1i0 R:)_ Il ,11J ir.70{}9,PDF 3 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports -L i 3540 R2 AE PER 1-563 Rl.Ildf Created by Independent Third Party: Yes 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: llttps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGE VXQwtDquynOPErOHee... 6/10/2015 JELDVENe 74"MAX.OVERALL FRAME WIDTH TABLE 5F-coNTLNTsr. ENERGY SAVERICONTOUR.OPAQUE, 14*MAX.PANEL WIDTH-1 WOOD EDGE"X"(XX)&5.4 X 84 JOIOXO) 36 3781 WITH SHT rt DESCRIPTION IIIIII I INSWING ELEVATIONS&GENERAL NOTT-z,§-, INSVANG�OUTSWING TRAGAL 2 INSWING ELEVATIONS .24 GA.STEEL IMPACT DOOR SYSTEM 3 INSWING ELEVATIONS&BILL OF MATERIAL tr GENERAL NOTES A INSWING VERTICAL CROSS SECTIONS >-j I. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS ca W FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 6 INSWING HORIZONTAL GROSS SECTIONS 0 1--rc -jtdi BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E199841%&AAMA 1304-02. 7 INSWING HORIZONTAL CROSS SECTIO14z S o<-j co SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING, DOOR SYSTEMS i 26 8 OUTSWING ELEVATIONS (L I cq HAVING SIDELITErTRANSOM COMBINATIONS RATE AT VAND70NE(WO)3. 9 OUTSIAING VERTICAL CROSS SECTIONS 2�ui co Lu W co NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED, T: 10 OUTSWING VERTICAL CROSS SECTIONS x n25 Z-1 2. 2X AND IX WOOD SUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER OUTSWING HORIZONTAL CROSS SECTIONS <6 Z> Lu w -13 7ACHCRING LOCATIONS UA cl)< LOADS TO THE STRUCTURE. 12 OUTSWING HORIZONTAL CROSS SECTIONS 3. PRODUCT ANCHORS SHALL.BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR > 7 Y EL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z 14 ANCHORING LOCATIONS c� < 4,FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. 0. 15 ANCHORING LOCATIONS&DETAILS 5. SCALE BASED ON 11 xl 7 SHEET SIZE, NOTE 2 NOTE 2 16 UNIT COMPONENTS 6. ALL 1X&2X I'D BE 0.55 SPECIFIC GRAVITY OR GREATER. 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR StDELITES X AND TRANSOMS, 0, 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IFAUTHORITY HAVING) URISDICTION 1ulo- -0 REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH (L w 0 LENGTH/OH HEIGHT 152.0. INACTIVE ACTIVE OF d) Zn 0 w ASTRAGAL o, - <0 DOOR LEAF CONSTRUCTION: FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) NOTE O-o Qwz w THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) >9 w �z CORE DESIGN:THE CORE CONSISTS OF 1.1.25 POUND <.�- 3: DENSITY EXPANDED POLYSTYRENE(EPS), OWD ,fin PANEL CONSTRUCTION;EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 1rulz 24-GAUGE(.021*MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA w 0 SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90'OVER THE 1.6681 X 1.01 'TABLE I Z a:woz LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1,668-X 1,203-BOTTOM RAIL CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018'MIN)STEEL,THE LOCK DESIGN PRESSURE RATING BLOCK IS 1,688"X 3 118"X 12*FINGER JOINTED PINE. DESIGN PRESSURE RATING; SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING (3 CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.76'AIR SPACE. SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z SIDELITE(S)ANDIOR TRANSOM W10 SIDLITE OR TRANSOM FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. 0 THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE .55 465 0 w zV) CLADDING.THE INSWING SILL IS COMPRISED OFA COMPOSITE MATERIAL WITH AN NEGATIVE S5 -55 0 0 ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM. 0FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 THREE 16 GA.7116' 2"LONG STAPLES AND ONE 48X2 FH WOOD SCREW PER CORNER, OUTSWING i I g INSWING SYSTEMS HAVE A 98X2 FH WOOD SCREW IN EACH SILLIJAMB CORNER ANGLED NEGATIVE -55 -55 FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA-7116*X 2'LONG STAPLES :w NTS.SILICONE SEALANT AND FOUR 16GA X Tflfi'X 2'LONG CROWN' NOTES: a�- UNITS WITH A GLOBAL '46 AND ONE#W FH WOOD SCREW PER CORNER.INSWING JOINTS. ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 71116"HOLE DRILLED AT THE STAPLES THROUGH THE JAMB. THE MULLION TO DOORISIDELITE IS I- ALL VIEWS FROM INTERIOR. CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCTION. CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE,A PLASTIC OF THE TWO FRAMES.!'X 112"CORRUGATED NAILS ARE USED ON THE ------�3 E RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT, OUTSWING EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND,"X 2' z UNITS WITH AN INACTIVE PANEL,TAKE A V2*HOLE AT THE CENTER OF THSILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A nl' user ,METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-112"SCREWS TO RECEIVE THE WOOD MULLION COVER OR THEN INSTALLED OVERT HE ENTIRE LENGTH r-E 12f3lf09 BOTTOM ASTRAGAL BOLT. INSWING AND CUTSWING UNITS TAKE A lf2'HOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD 10, 1321 V ALEX SPYROU m1r,BG.LUBBECKE CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO 48 X 2 Ur IN PLACE WITH 116GA X 7116*X 2*STAPLES. SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT S.FREY THE EXTERIOR USING DOW 1199 SILICONE, TRANSOM GLA7nn or: -ING:THE GLAZING CONSISTS OF 2 PIECES OF 118' • ANNEALED GLASS AND ARE HELD IN PLACE BY THE sAsHANDTHE S�POv STATE F TRANSOM FRAME CONSTRUCTION;FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS JW162009 LAMINATEDVENEER LUMBER(LVL), THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7116"AIR GAP, AundumtA NAKo,.,?/ONAL 16 ............. CefffabnNo.: Nloi to oi Reviewed By: DA Reviewed: 17-z�,lx�,Z•-= ..........................- x 64 10 MAX 2 O OVERALL WIDTH 64 L2"MAX O,V,A V:IDTH 51'MAX r 58 iOVERALL WIDTH O --- JT MAX.D.L.O. PANEL WIDTH�� i `" 4 t III III C? r c ,v � r t\ NO'T'E Z 26 yr \ fs 26 ccm t \ \ m \ 1 25 25 \ I-•• LQ,n 26 \ = 7 ur i s Z O M 25 w io \ Q� w \ cQ ' � W �cn /- J J G R•�^ C lila < Q stTIN 7 z 6 o ^ fav est q NOTE 2 ° NOTE,2 NOTE 2 x M Q n O m X� a� / NOTE 2 m / z UJ c 1. M NOTE 2MULL POST O NOTE 2 T MAX, 7-MAX. / D.L.O. / D.LO, MULL POST 0 l o / f C NATE 2 NOTE 2 tz"MAx. NOTE 2 A o E�--�t PANEL WIDTH _ NO 2 X r w TRI UNIT(OXO) TYP. 12'PANEL WIDTH 35 3(4"MAX E 2 O;z w (INSWING IMPACT DOOR WITH - NOTE 2 $ PANEL WIDTH u o z 12'MAX, NON-ils4PACT SIDELITES) NOTE 2 PANEL WIDTH w �^ 35 314'MAX TYP. DUAL UNIT(OX) 37112"MAX O.V.A m PANEL WIDTH FRAME WIDTH (INSVANG IMPACT DOOR WITH h9ULL POST NON-IMPACT SIDELITE) w Oocz p -_ z uj G TRI UNIT(O/OXO) a JHI (INSWING IMPACT DOOR WITH \ m NON-IMPACT SIDELITE$$TRANSOM) \ s 26 uj i z \ Z w 25 = v lit \ j W N Z� c U N d 7 Os a Q N C NOTE 2 / NOTE 2 K w r NOTES: o d 1- ALL VIEWS FROM INTERIOR. / 2-MASONRY ANp CONCRETE CONSTRUCTION. 2 O 12 �a tort: 12f31f09 p NOTE 2 -I-- su c uz =r BP.LUBBECKE 35 W4'MAX, S.AX, - / FREY PANELWIDTH J OX;,% 7AT5 Or W: AWE ary nrar•+xm,,RVD ea cn.vn. rsn.; SINGLE UNIT(X) y P•,^( p t;: sa.m,s qJW162009 (INSWING IMPACT) .,tcs •.,Ofil ,.•�j �� 121 w.Nsa xA,n.sroaJa A`a sHt t oc 16 ............ - -- dftWlt w ssra 2=— — uruu Cehiti aticn No.:- Nin - -- Reviewed By: Date RevielL— 11 2 y Item DESCRIPTION Material k 37 1 t2'MAX O.V.A. 1 HINGE JAMB 1 1?4"X 4-9f36'FINGERJOINTED PINE PINE FRAME WIDTH 2 HEAD JAMB 1114-X 4.9116'FINGERJOINTED PINE P€NE �+O 31 112"MAX.D.L.O. 3 LATCH JAMB(1-114-X 4-9116'FINGERJOINTED PINE PINE NE) r` !..� 4 SIDELITE JAMB 1-114'X 4-9116'FINGERJOINTED PINE) PINE S #10 PHILLIPS FLATHEAD WOOD SCREW WITH 11(2'M(N.EMBEDMENT STEEL � I Lt w+ & a 4'X 4'BUTT HIPICsE 12GA, .089"5.118: STEEL y� 1 7 Sig X 314'PHILLIPS FLATHEAD WOOD SCREW STEEL p t7 NOTE?_ 8 916 X 1 1 2'PHILLIPS FLATHEAD WOOD SCREW STEEL J cr i 0 3118'ITW BUILDEX TAPCON WITH 1114•MIN.EMBEDMENT STEEL !!] O 10 COMPRESSION WEATHERSTRIP FOAM 1— (1)t j ii INSWING THRESHOLD ENDURA MODEL LTAlLP56Y MF120 6863 TSdCOI lP. ALUMINUM Z 2B \ 12 48 X 2112'PHILLIPS FLAT HEAD WOOD SCREW STEEL — 2 I N W 13 EXTRUDED ASTRAGAL(GLOBAL) 6063-76 AL ALUMINUM LLLZ LU=co .r 14 NOT USED J Q r 15 SIDEL ITESEAT Z60SERIEB ENDURA VINYL Ls w w o 16 TOP RAIL LAMINATED VENEER LUMBER LVLT LVL M Q }O m 17 BOTTOM RAIL 25GA 0.018'GALVANIZED STEEL STEEL M Y Q Lt; r 16 HINGE SIDE STILE LAMINATED VENEER LUMBER VLl LVL 7 6 _ 19 LATCH SIDE STILE LAMINATED VENEER LUMBER L VLl LVL q cr 20 LOCK BLOCK 1.11116"X 3-118•X 12 FINGERJOINTED PINE TREATED PINE p q ! NOTE 2 �// NOTE 2 m 21 OOL LIP LITE FRAME PLASTIC 0-0 22 1'O,VA.INSULATED TEMPERED GLASS GLASS 9s w m 23 16 Ga.7116'CROWN X 7 LONG STAPLES STEEL 0 wrn N / 24 CORRUGATED NAIL 112.'X 1-111W 25 GA, STEEL � y q / 25 KWIKSET LOCK SERIES 400 STEEL Oa r m 26 KVIIKSET DEADBOLT SERIES 660 STEEL Z X N w tUj ' 27 98 XT PHILLIPS FLATHEAD WOOD SCREW STEEL um z 28 2X 4VDOD BUCK GRADE?SOUTHERN YELLOW PINE WOOD w g j ty 0 E NOTE 2 29 NON-COMPRESSION SHIM.! WOOD a'Xc � §o 35 314•MAX. 30 EXPANDED POLYSTYRENE 0.0 TO 1.25 pd DENSITY)MFG BY JELD-WEN FOAM I w 5 y—p 31 STEEL DOOR PANEL SKIN MATERIAL 24 GA GALVANIZED FIBERGLASS y'O O `' — PANEL WIDTH { ) M L9 09 A-525 COMMERCIAL QUALITY 0.021`MIN.THICK. �I�w z SINGLE UNIT(OtX) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL o w C3 N o (INSWING IMPACT DOOR WITH 33 CORNER PADS 2•,LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM e 8z NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP ?, t 3» OUTSWING THRESHOLD AFCO MODEL 117TH973 60631-TSICOMPOSITE ALUMINUM 35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE 36 3M'ROUNDED SCOTIA PLASTIC 37 SILICONE BEAD DOW 1199 SILICONE U 38 JAMB,1.114"X 4.1!r FINGERJOINTED PINE LVL w to 39 OUTSWINGTHRESHOLD AFCOMODEL J-2297 6063.75 ALUMINUM 0 9 40 ASTRAGAL BOLT 0.313 DIA. STEEL O %a 41 OPTIONAL 1X W000 BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD o w 42 1106 O.VA,INSULATED 11$'ANNEALED GLASS GLASS v 43 /'STEEL BRAD STEEL _ 44 ALUMINUM GLAZING SPACER AL•(SEALENT w 45 GLAZING CLIP CELLULAR PV NOTES; N a 46 SASHCELLULAR PV 1- ALL VIEWS FROM INTERIOR, 47 STRIKE PLATE(GLOBAL) STEEL 2-MASONRY AND C,Qfi fF E CONSTRUCTION. Jtt%It41 `t O 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL ` 15 $A- '" 49 BOTTOM ASTRAGAL INSERT PLUG(GLOBALI PLASTIC +���•��G E 12)31t09 Na 0 =11L112' 1' 4*;• ••* 0"4.sr,.LUBBECKE S.FREY ATE O'r :1U� e.:>.;�io,.«,.r•.e.. rstaAwr+c era: • i O,A y ((�,� FML f+Y Ao 4'C1Pi �f.•.,n� G qU .x JVs+162009 F,m1w .......... wation No.:t_1f t o I Welded By: , Date RWewel— z 1" ----- 1"MIN ---- - ra 1"MIN. NOTE 1 1" 1"MIN 1"MIN. MIN. tttt —1•MIN NOTE 1 �[ N d MIN. — «1"MI V NOTE 1 1"MIN —I 1"MIN g �r ,ule _ 1"MIN 28 Al a NOTE 2 NOTE I NOTE 2 28 41 2^ P_z �.. r Z 5 28 41 a .tet x 29 29 38 i. U cc C6 ( m Z Oco --- 1 3g 1 36 43 t- w i — 0 tQLl-(i �2 l _ z ��— a .Z Y n WYFco Y SEE DETAIL A - - SEE DETAIL A 15 SHEET SHEET 15 37 42 O i w 35 43 f Y Q SHEET 75 15 (9116'O.A. — O J °v- 37 T J ol)Q 1G v2s vxi 42 O ui 'LU �'� Y(L ( SEE DETAIL A SEE DETAIL A o -j Q SHEET 15 10 37 44 45 46 `� SHEET 15 -11l1fi"O.A. x 38 ' 44 45 46 ¢ O as 3T woo z 2 36 CL pew N , . ............... L I11 cY� v, w o o 16 Bi l ~�� o x o_ o w x - a `-' \� �' J X J w w 10 6 1- a 1w Z U u Z� W U w a cK 16 r o F _ Q W - Zi 2 w _ _ fir m ¢ a w w x t� aiw� > 4 30 �� wS 1;:(7 o U' ¢ Z 8 G 30 10 wz ;uLJnZ o 's 31 n' 31 a a alw O in a i 17 17 W p n +�..,•. 32 n x z� aJ- w Q 32 W� w 2 z a 31 31 9R7 w q 26 41 1 112" m 0 0 17 77 SEE NOTE 1 I EMS. 9 V. II Ga 3232 td n Mty { G I 11 11 �1"MIN — lk rw 11 1' t ._ ® .. MIN, 1"MIN 2$ 41 1 112" �'••' C VERTICAL CROSS SECTION.DOOR(TRAN OM TYP, D VERTiCA ROSS SECTION,pooFzrrRANSQm TYP, MIN 4 WOOD FRAME INSTALLATION 4 M NCRETE INSTALLATION <0 SEE NOTE 1 9 V .,t,, 1 z EMB. II. 4.:•�C E h S i-Z2-7 r. Mlt:12;3609 �� 2 t 4 _ NOTE 1- 1X MAY BE UILIZED AS AN OPTION AS T � Nc o 0 sa` 3"=V M ,. '. LONG AS MIN€MUM ANCHOR EMBEDMENT :' ��•at,LUSBECKE IN 1'MIN 1" * rw,ar, S.FREY I�MIN.— 1` IN DEPTH,INTO MASONRY,CONCRETE,OR l q A VERTICAL CROSS SECTION,ODOR TYP, WOOD IS MAINTAINED. �' z 0 i 4 �h'OOD FRA t1E INSTALLATION S '�'«v TATE OF S FWJ: uo. Erna a rw',vcwcrm: VERTICAi.CROSS.SECTION,DOOR TYP, NOTE Z- OPTIONALLY,ANCHOR CAN BE PLACED O«. pill tx•601° -1 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JANIS, x, ' �'' ` °"�"qq° JW162009 n a l'I-QNi{I.. Ce(kl(Cation N7.: 1 O I 1 01 ReViewed By: Date RevieweF LZ-z,6 12- "— I , cd— -- 1'MIN. 1'MIN 1, s iu 1'MIN 28 41 -,2 MIN. S"MIN NOTE 1 5 I'MIN — 9 rm— MIN. 1'h41N z 28 Al of 1'MIN. NOTE 1 w 1"MIN NOTE 1 txrl { 79 a #v 1"MIN28 41 Z 1'MIN — 9 2$ 44 O• '.d. + .�Z 5 f .. a T� 'Q• Cp I { 20 4 •• 0) cr 38 36 43 f f 29 { O 23 SEE DETAIL A Q J SHEET 15 x 36 43 F U J 37 42 O 38 x SEE DETAIL A { �� ? Z O q x ett z r SHEET 1S 36 43 a EL cv 11.'1S"O.A. e Z C i t7 W SEE DETAIL A _ UJ `e �co S Q m to 37 42 i 37 SHEET 16 3S 43 Q F = a SEE DETAIL R 1111 O.A. - 16 37 p r 44 4 N SHEET 15 z O 31 37 45 6 -! ua0 ';5; 31 16 M Y d 30 r 44 a a 37 45 48 n X K 0 38 c7 + ¢�. X 21 t 30 r ...... 1 8 N uj w wOQ Z 38 C1 G 1"O.A. x 21 O D 0 O SHEET 12 2 n W 'O.R a p x N uvl 1 � 72 ,`"tp SHEET 12 _ 36 43 ........ r 22 � Z ac n U 37 36 43 { O x 0 -, 21 { 21 { 3 z } 'v a 31 16 37 16 31 , ? 31 ,4 ¢ � s su O 30 31 C4a iaa }moo w i 30 17 'ty� i7 � m uXwz a z Wc' 21 2 0§ ai F 37 30 37 30 rc w O z d z 2d W 21 s {� moi! w a� �- SHEET 12 1"O.A. z( �° _ 1"O A— O m z a wl O 15 11 SHEET I2 11 Lab 22 r LLJ 15 22 / 1 41 28 1112' MIN 21 { 21 { { SEE NOTEEA ( 9 }-r •' ° tzi u)a /zn a ,• Q Z 31 31 1� 5 �1'h11N I { I { Q w f� ' 1'h11N MIN: 1"MIN > C9 rLC7 0: /_ C 1..VER-n ALCR. SS.SECTION.SIDELITE TYP. �` 1 17 (DS WOOD FRAME INSTALLATION " 1 VERTICAL CROSS SECTION SIDELITE TY_P. w S MASONRY AND CONCRETE INSTALLATION 37 30 37 30 w 7 w NOTE 1. 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR a 4 15 EMBEDMENT DEPTH,INTO MASONRY.CONCRETE,OR WOOD IS 0 1 11 MAINTAINED, g pUttuperr 41 28 1 112' 15 �r �``:1 4 Z SEE NOTE h9iN. ,;_�- e �``�P y1GE y5�•' 1-1,242 oatee 12!31 09 EMB. sscri. r�1'MIN 1`MIN �-- {- 1"MIN. 1"MiN "9/No OF :W: .:o,.a;.oa. dv: S.FREY �•';•� wf,� �!`� fbcxiP.[.':n,FNiG: DtsnWltiGt:O„ 1 { VERTICAL.CROSS SECTION SIDELITEJ7RANSOM TYP. B "``•'•"� "'•' +*�vaw+ 9 VERTICAL CROSS SECTION IO!V SIOELITE/TRANSOM TYP. '� F`• L 0 R 5 b.•' � �znv.ea»an...�.>aF•a� Ju^J16200_ 5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION ".'�`S.'""•"' ,cc,r:rRa 70NAL�t� caaarAa.orx::,r,�szx,na.MN a,eer ec 1 _._...__.�yiTiT74PTTt�L......____........_.__.........._..._........................ ._ Cedcation No.: r O Reviewed 8y: Date Re�reewe 114"MAX. SHIM THK. 1 10 13 70 25 1 114" SEE DETAIL A MIN,EMS. 19 MIN.EMS. SEE NOTE 4 SHEET 15 NAIL E:M ET'5 4E SEE NOTE 3@ I - V4"MA m 11 MIN, > CC X S" TIH*� 0 SEE DETAIL A SHEET IS- V MIN 18 @1 (f) HEE 0 cc 1-�14 IN. z 0 erg 4 30 31 z CL LL 20 LU 10 INTERIOR Lij �e co V MINI INTERIOR <"t INACTIVE V MIN 6 28 41 EE NOTE 4 co < A`1 HORIZONTAL CROSS SECTION p C \ HORIZONTAL CROSS SECTION Wi M Y CL VIEW AT ASTRAGAL INTERIOR 30 9 g 6 VIEW AT DOOR LATCHISIDE JAMS 6 (WOOD INSTALL) MAX' BHORIWMAL CROSS SECTION 1W MAX V SHIMTHK.- SHIM THK. VIEW AT DOOR HINGEISIDE JAMB 1 1 - SEE DETAIL A z (MASONRY AND CONCRETE INSTALL) "j'o 8 0 MIN.EMB. I lir-, - 4 SHEET 15 :3 ni SEE DETAIL A MIN.EMS, SH 1114 SHEET 15 CL'b W w FAN.EMS. o.w fn 28 41 SEE NOTE 4 3 B I MIN. a 110 ?21 =z"e 0 114'MAX n2 HIM THS 0 10 t6 31 1 O SEE DETAIL A 0-- ul 1.MIN, SHEETIS z Z V MIN. 81*MIN w ir 12 EE NOTE 2 INTERIOR G c9 C7 O INTERIOR j 3 z cc w E E @4�28 4 SEE NOTE4@4 z -"\ HORIZONTAL C W03: 0 RN Lu NOTE 4 "z o o HORIZONTAL VIEW AT FIXED PANEUSIDE JAMB rn F ROSS SECTION D CROSS SECTION 0: �" \,V MEW AT DOOR HINGEISIDE JAMB 29I (WOOD INSTALL) (WOOD INSTALL) 6 b3o INTERIOR >- NOTES a) 114•MAX. 1 114* 1,FOR ANCHOR SPACING,SEE SHEETS 13,14 ----- 1 114' E HORIZONTAL CROSS SECTION SHIM THK. MIN.EMS, 915, MIN,EMS. - 1t4'MAX.SHIM THK, 6 VIEW AT DOOR HINGEJSIDE JAMB SEF DETAIL A 2.SPACING FOR ITEM 912 FROM TOP DOWN: (MASONRY AND CONCRETE INSTALL) SHEET 15 4 6',284,50-k,73-k. ty 9 2 2� 3.ASTRAGAL SCREW SPACING FOR ITEM 027 w w 2 -SEE DETAIL A 0 z SHEET 15 SHIM THK. FROM TOP DOWN.4",3-�,20',24-jr,544'.59' 0 4 3 NF, S /(D 3 EE DETAIL A 4 921 30 31111 78-3�'. SHEET 15 IN.EMS. 2218 t 4,1 X BUCK MAY BE UTILIZED AS AN OPTION nIS T31 3 0 2 Ll R I AS LONG AS MIN,ANCHOR EMBEDMENT cr (22 1 A21 3fl 31 37 z DEPTH,INTO MASONRY,CONCRETE,OR z2 Q :2 WOOD,IS MAINTAINED. w 5.TAPCON(ITEM,49)ANCHOR SPACING SAME INTERIOR AS WOOD ANCHOR(ITEM:t5)SPACING. 6.OPTIONALLY,ANCHOR CAN BE PLACED IN 'JqN OF HEAD NAR%I�WlSrO� OR JAMB,INTERIOR z SEE NOTE 2 1 36 1326 41 . . . . 1<101 2641 \'jSEE NOTE 2 SEENOTE212 36 43 SEE NOTE 4 12131119 SEE NOTE.4 INTERIOR 43 9 a 41 SEE NOTE 4 HORIZONTAL CagAa§ggnqN N" 0 3-=I- \,V VIEW AT FIXED PANEUSIDE JAMB DwO eG.LUSBECKE HORIZON (MASONRY AND CONCRETE INSTALL) o�sv: $,FREY /'G za HOR17ONTAL CROSS TAL CROSS SECTION 0��' TATE Akl-*IUV-'X. VIEW AT FIXED PANEUSIDE JAMS SFPTION (MASONRY AND CONCRETE INSTALL) '��6 VIEW AT FIXED PANEUSIDE JAMB. I JW162009 wo `-Z o't (WOOD INSTALL) ............... ........... ................... ----- -- Certification No.: Reviewed By., Date Review 35 114*MAX 35 25 SHIM THK.TYP. 112 no 37 7 10 EMB,TYP, 38 SEE DETAIL A 38 30 n3i 31 0 21 30 31 g 19 21 18 15 SHEET 15 22 01 46 JrG 44 42 > INTERIORco 5 cr -j 1,SEE NOTE 2 SEE NOTE 212 -<J INTESIOR z 0 c2 a 36 43 364 (L LL CV 6 2f W Y co LU co I/�A HORIZONTAL CROSS SECTION SEE 4128 29 j VIEW AT HINGED PANEUSIDE LITE AT MULLION HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 VIEW AT FIXED PANEUDOOR I TTCHAT MULLION 0,HORIZONTAL CROSS SECTION -j LU co) C r- \,L/VIEW AT FIXED TRANSOM M Y x- 114"MAX (WOOD INSTALL) - 0, W 1/4"MIN, SHIM THK.TYP, NOTES 'd8o z SM. :�60 0 38 SEE DETAIL A 38 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 0,-a SHEET 15 &is, a mud w 2,SPACING FOR ITEM 0 0 ul 1) 12 FROM TOP DOWN: 0 yaw 8 6,28-j 604,734, 5 Q) -6-li 6 3.ASTRAGAL SCREW SPACING FOR ITEM#27 0 , = 44 42 FROM TOP DOWN:T,',3-1",20',24-1-,54-j*,59' �5F4 0 75-j z 4.1X BUCK MAY BE UTILIZED AS AN OPTION � AS LONG AS MIN.ANCHOR EMBEDMENT DEPTH.INTO MASONRY,CONCRETE,OR w W 5 WOOD,IS MAINTAINED, )-OQ op < 36 4 pS.TAPGON(ITEM#9)ANCHOR SPACING SAME cc LUZ ce z ilii 2 45 3 29 AS WOOD ANCHOR(ITEM#5)SPACING, uj fl a a z SEE o u'8z INTERIOR 6.OPTIONALLY,ANCHOR CAN BE PLACED IN NOTE 4 NOTE a NARROW SECTION OF HEAD OR JAMB. D"1 HORIZONTAL CROSS SEC VIEW AT FIXED TRANSOM --- (MASONRY AND CONCRETE INSTALL) I MIN. r m1m C) z D 11/4, 114•MAX. a trxL) 1/4'MAX. MIN.EMB.— —SHIM THK. SEE DETAIL A MIN,EMS. 1 114-MIN.E 0 z SHIM THK. SHEET 15 0 0 MIN.EMB. SSE DETAIL A i .— �;l M SHEET 15 3 3; 3 W PD'3 20 1/4'MAX cr 31 1 19 2 SHIMTHK, Dr III I SHEET is n Lu P SEE DETAIL A tJOPTIONAL MASONRY AND CONCRETE INSTALLATION Z5 -5 zz FOR HEADERS AND JAMBS z 4 W SEE NOTE 5&-604WPAC&q, <0 /jrz E 1-12-12 2E 3* V INTERIOR 11 Wx-OG.LUBBECKE SEE NOTE 4" SEE NOTE 4 8 4 - S.FREY F --' E � HORIZONJALCPOSS SECTION N HORIZONTAL CROSS S50�El 0 F _QN VIEW AT DOOR UNTCHISIDE JAMB \,.Ij VIEW AT DOOR LATCH;SI DE JAMB 7r w XN162009 (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) —AddedtWor-RAM16 CedifiCalion No.: Reviewed By: Date Reviewed: ......................... — —74•MAX.OVERALL FRAME WIDTH 6d O 64 112•MAX 64 1t2'MAX O.V,A WIDTH ?J OVERALL WIDTH 72 114'MAX,PANEL WIDTH 35 O 36 3/B'WITH I PANEL WIDTH 58 1 2'MAXD.L.O. . 0 ASTRAGAL 1 NOTE 2 r' m 0 owU.c4 to W Y*S ao Qto D ��C w xOx C' ? 2 L �� cl) Q K 6 h•- _I Z OE 1 1 d a NOTE2 �� _ >� m Yd x ^ = NOTE 2 1 d G a W 2 NOTE 2 NOTE 2 ;a m a NOTE / NOTE n T'MAX. MULL _ m / D.L.O. r / POST a n m 0.C of ° ii900 n 7•MAX, �° MULL v o 0 ILPOST INACTIVE ACTIVE D.C.O. � o%uJ ASTRAGAL A NOTE 2 NOTE 2`_ __� 12'MAX. TRI UNIT(OXO) PANEL WIDTH O ' } DOUBLE UNIT(XX) NOTE 2 OUTSYJING IMPACT (OUTSWING IMPACT DOOR WTH A NOTE O 16- w NON-IMPACT SIDELITES) p O 37 1f2•MAX O.V,A. 12'MAX. a2 w�z z ( -' FRAMEWIDTH NOTE 2 35 3 MAX PANEL WIDTH 7 44x v�'iy 51'MAX -4 31 I[IrrRA MAX.D,L,O.4 37 1;2•MAX O,V,A. '—PANEL WIDTH 6 j g F OVERALLWIDTH ) FRAME WIDTH TRI UNIT(010X0) >_0_0 m O I (OUTSWING IMPACT DOOR WTH O D O < O NON-IMPACT SIDELITE 8 TRANSOM) n Luw z0 — $�wa2 i 26 y � NOTE 2 � 11 f 26 r 25 \ x w r Ii p Ci z 26 u 25 a i uJ .3 Lu �4 25 �-� z >m o 0 a NOTE 2 - / NOTE 2 x o of X a o j / a NOTE 2 NOTE 2 ._ MULL t F ^ `O w 7Dt p' POST � / INOTES; o / NOTE 2 / NOTE 2 ^p i- ALL VIEWS FROM EXTERIOR, 2-MA�,,7NRY AND CONCRETE CONSTRUCTION, ��`���tS s..ryr�� ¢Z A / A GEn „?� wsa: 12/31103 NOTE 2 q NOTE 2 R . z sic.- scn 112'=i' 12'MAX. NO E 2 35314'MAX. Vc £} PANEL WIDTH 35 3t4'MAX C D PANEL WIDTH ?tr � • *z 011.10 A i.LUBBECKE PANEL WIDTH V NOTE 2 35 314'MAX. ,.a; Gs<.av: S.FREY • DUAL.UNIT(OX) SINGLE UNIT(Or7C} PANEL WIDTH SINGLE..UNIT(X) O:/� - rwM,rrz.4! $TATE OF .4th uWx�teva_ (OUTSWING IMPACT DOOR WTH (OUTSWING IMPACT DOOR WTH OUTSWING IMPACT ���,;ti Z On 4n V'•' �` i, �9c n.:uaa:,; JVJ1620Q9 NON•IMPACTSOELITE) NON-IMPACTTRANSOM) } ISS/•""'"-��p ' """"-riaxr.:e sn�'�r ch 16 ...._...........__.___ ............................_.____.._.........r_�..._ �'S ♦ e i i'Ci`C C:ti.m1 F;M!nirs. h'a.4 --1"h9fN, 1" 1'MiN w —1'MIN. 1• V MIN MIN. 1"MIN g NOTE 1 MIN. —1"MIN NOTE 1 r NOTE 1 • Y 1 NOTE 2 NOTE 1 NOTE 2! 0 28 41 Z Z MIN 26 4f — 1°MIN 5 28 AS 5 28 91 t n x l $ 1 " 29 _ 29 36 43 Q m U t~L V X F ~J SEE DETAIL A Y d M SEE DETAIL A tx7 2 .7 36 43 — as 8 1— SHEET 15 37 O F LU tL N S€1EE'F15 g f6 42 —t x w -r` co 10 g 11116"O.A, o 37 LLI C N SEE DETAIL A z In a r` SEE DETAIL A (, o a t � Q� SHEET 15 10 d4 a5 46 ;v '`� g SHEET 15 11116"O.A. X z M Y a 37 i ¢ LL ' 49 X O ;� 37 45 46 Q =)–a 4 ago 2 �_.� 36 o In In U K � Z a = 0 o w r6 1. om2 v $ w tu F w 10 C ( wok r w a W C z w z Cry 16 F � ILI X aC 30 u 3010 Ji w 0 0 C N r C 31 z w 91 � �'� iwW W o N 020 t7 O a 17 x Q aW.O}+z a 0 a 3030 y0 � zi 10 p m 35axi w� W 31 34 39 A 34 39 �c U G 17 17 { S 28 49 10 ..y 10 m SEE NOTE 1 9 C . O o C. 0 w ? a. c o w 1°MIN 34 39 v 5 1°MSN ` w 1" 1'MIN-� N a I 28 47 O MIN. W _ VERTICAL CROSS SECT€ON DOORITRANSOM TYR o n SEE NOTE 1 S g },.,. VERTICAL CROSS SECTION,DOOR/TRANSOM TYP. g MASONRY AND CONCRETE INSTALLATION .C�~ 9 WOOD FRAME INSTALLATION Z C ,,\tttturtrpr��r ¢2 5 1'MIN m G C \' .M cars: O i 52735/09 1"MIN z w 1' NOTE 1- f X MAY BE.UTILIZED AS AN OPTION AS ti P :xnLs: 3'=1' 1'MIN -{ No 0 A11fv." LONG AS MINIMUM ANCHOR EMBEDMENT � � u— c � ' =,r t r .LUBBECN� I n 1 VERTICAL CRESS SECTION,DOOR 1YP, DEPTH,INTO MASONRY,CONCRETE.OR a _ as sr. S.FREY 9 WOOD FRAME INSTALLATION g WOOD IS'MAINTAINED. p; ft n as avTa.Ns. VF.RTICA€..CROSS SECTION OR TYP, NOTE 7- OPTIONALLY,ANCHOR CAN BE PLACED ^°P ,TATE OF rx,�rAvC.rr,.caeca c"'"""'o"�'` 9 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. V.z '&" 0 J14V162009 ...... ............. Sl•••••...•V' n\~ Hkv isf.fL 3;ifS l f I� on 1 � i`7oC Cm(.Cd M..•.`a4'n!nRa.r3SIb �y, 1.6 Addendum to NAM[ Ceftlticgon No.: Min in ij Reviewed By: Date Reviewe �7Z�3 II� kl' NOTE i pj 1'MEN ` Mln. i"411NNOTE 1 m MEN. 1"MIN 1'fdiN - 928 d1 X1"MIN. NOTE 1 W YMIN1 MIN NO E 1 2v G d W a.. 1"MIN 26 41 $ 28 4Y 38 36 43 i y 29 rr m O SEE DETAIL S (7 SHEET 15 37 42 O w i .{F 38 36 d3 t SEE DETAIL A t 2 z a LL M z w a 2 s C9 SHEET 15 36 q3 2 (L N 11f16'O.A.O w = 42 I E9 z 37 SEE DETAIL A Z w m "€n 37 � � W SHEET i5 36 43 � �¢� x Q L SEE DETAIL A is 37 41 4d a' SHEET 15 11416`O,A. C5 ZW 4 31 O n < 37 46 46 n 44 `� 4 0 tr gq 31 16 w cor d O X ^I£ 37 45 46 n. a 38 fuj 1 01 k�l 21 1'O.A, 0 1 30 { ui O o z , T _ - 2 O q_ w 38 _ _ SHEET 12 � �O - 1"OA � � m o 9,60 w u 21 L Jy' SHEET 12to 4 0 Y N se 36 43 2 22 O�Lt O { 22 J ` ZXN 37 - 36 43 1cA 21 J to `z- > �- 31 16 37 r/t d li > { 0 31 30 O t6 17 0 0- 17 @ a- 'nLu o n 0 m vO z c 3 z . v 1 30 x aa- ° ~ 30 37 gix 2Y 1"OAO Wz pW21 1'O,A.C37 a SHEEP+2 W m J 34 3 F� a© 39 31 9 31 d 5 SHEET 12 W 4 26 41 a 1 a 22 J 22 l i SFE NOTE 1 9 — U 21 t 21 E Jm Jm I + j a z ILQ a 51"MINI•^- ai t7 ` �- 1"MlN.- 1"MN1"MIN w ac ut 17 r 0 tD D VERTICAL CROSS SECTION SIDELITE TYP. z VERTICAL CROSS SECTION SID.-.LITE TYP. 1G MASONRY AND CONCRETE INSTALLATION 37 3t1 10 WOOD FRAME INSTALLATION r FW Z o{ 39 37 34 39 31 v NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS 0 LONG AS MINIMUM ANCHOR EMBEDMENT 28 Al DEPTH,INTO MASONRYCONCRETEOR `j4�4LIS11S ti�iJ� Q O , , z z SEE NOTE 1 0. a ,Y•, ' q WOOD IS MAINTAINED. E V'; isnrE:: -j ..72 12t3it09 Q w No o s scae: 3•.p a • x / t aix-bS.LUBBECKE 5 1'MIN i' 1"MIN, 1-MIN 1: ✓i'�'Q^ cs.nr, FREY (..'— 1'MIN�.� '9= :/'NATE OF tt!j nMde bqw...a.e. oaa�wrx5 r+u.: ., •t+i� +a r.r c.>ns A VERTICAL CROSS SECTION SIDELITE lTRANSO.M TYP. [ LVFRTICAL CROSS SECTION SIDELITE TI RANSOM TYP, ��^� <�j C R C1 ti;G `` 12YW � s 5,,, k, Jti/16200tJ 1E1 L'VOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION �i`SS ""- C` �` ° r. rn 44 ..w.__._... .....................__�__._...._.� ...,................. ,{,I�,,,.�I�� (� �! tAl.�' �t (6tiEC mMyaelnu:.n Mr b'B —T-m-0, 1f ........_. __......_ _....___...._ '—.---AVE�I�"r{11E{M. .•.............•--.•,.,....L/ iiF/ll 1174 __..... ......... _.. Certifiaton No.: Nit clout". 0 t _ Reviewed By: Date ReMve�f�2.�j�z- 114*MAX_ SHIM THK, I 25 1 114" SEE DETAIL A---\ MIN.EMS. 31 MIN.EMS. co SEE NOTE 4 28 41 SHEET 15 r- 19 3 1 M 1/4'MAX.SHIM 1'MIN, > ce E;E NOTE 3(A THK. t: SEE DETAIL A i 3t aco SHEET 15 MIN, 18 1 cn MIN'o N. 8 z MI < 3Q 31 CL LL 31 t uj Lu co EXTERIOR d n LU 430 0 ACTIVE EXTERIOR R 10 R, / INACTIVE 9 11 MIN < to tu I-MIN - 48EE NOTE 4 S co HORIZONTAL CROSS SECTION /C A"\HORIZONTAL CROSS SECTION EXTERIOR ifl 9 \j V VIEW AT ASTRAGAL \,Ll,/VIEW A7 DOOR LATCHMIDE JAMB (WOOD INSTALL) HOR SHIM THK.- 114'MAX. B IZONTAL CROSS$15CTIQN l,4*MAX �l VIEW AT DOOR HINGEISIDE JAMB 0, 12' SHIM THK, SEE DETAIL A (MASONRY AND CONCRETE INSTALL) x MIN.EMB. I lt� 4 SHEET 15 woo 1 SEE DETAIL A MIN,EMS. .ii'c" 0 SHEET 15 <cq� MIN.EMS. 0. w 28 41 SEE NOIE 4 0 w 37 �31 30 ?21 &�o z(a 1'MIN. (�@ 114*MAX. n2 :5 0 z 10 1 1 1 fl't I - 0 SHIM THK - /� z w SEE DETAIL A z 0-0 SHEET15 z I'MIN. ull co Gs Lu 10 12 SEE NOTE 2 co w 0 "'T I I )/— r-1 >.twoQ "! m 18 q1'MIN EXTERIOR < 0 SEE NOTE4@� 29 SEE 2, 3,A cr U)z w EXTERIOR w 4 1'MIN w NOTE 4 D Z �wo 0 Lu HOR17ONTAL C m Oz ROSS SECTION aw �D HORIZONTAL CROSS SECTION \,�l VIEW AT FIXED PANELJSIDE JAMB -I—— —. \_I 1�VIEW AT DOOR LATCHISIDE JAMB 29 30 EXTERIOR (WOOD INSTALL) >- (WOOD INSTALL) 7 6 NOTES HORIZONTAL 1 114" 1,FOR ANCHOR SPACING,SEE SHEETS 13,14 ui 1 /-E ONTAL i 0 1/4" SHIM THK— MIN.EMS. 15. z MIN,EMU, --1!4'tAAX.SHIM THK. \,�l VIEW AT DOOR LATCHISIDE JAMB 2,SPACING FOR ITEM 912 FROM TOP DOWN: < (MASONRY AND CONCRETE INSTALL) SEE DETAIL A I SHEET 15 2� 6', . 26-�,50-7a",73-4. I 29 SEE DETAIL A K 3.ASTRAGAL SCREW SPACING FOR ITEM 027 uj W 0 z (D SHEET 15 1/4"MAX,SHIM THK.. DOWN.�.3j-,20'.24-1,1*.54-P.59* 0 0 z SEE DETAIL A 4 1112, 3 FROM TOS' SHEET 15 > .6 21 MIN,EMS, 211 7 31 30 ��30 131113 2 1 (7�2 I I I N 4.IX SUCK MAY BE UTILIZED AS AN OPTION A 2 30 31 37 AS LONG AS MIN,ANCHOR EMBEDMENT DEPTH,INTO MASONRY,CONCRETE.OR Z gWOOD.IS MAINTAINED. 9 22 5.TAPCON(ITEM#9)ANCHOR SPACING SAME EXTERIORAS WOOD ANCHOR(ITEM 45)SPACING. / 6.OP JQ�W"ALLY.ANCHOR CAN BE PLACED IN ———— .......... <Q EXTERIOR M?I�bW PN OF HEAD OR JAMB. 36 43) 1 • SEE NOTE 2 @ 16 1328 41 V4 Z. E N 12/31,'09 's""' ' 11 N6SEE NOTE 2 SEE N 212 SEE NOTE 4 SEE NOTE 4 EXTERIOR 6 43 9 28 41SEE NOTE4 rl 1 HORIZONTAL CROSS SECTION 3' \j�l VIEW AT FIXED PANELISIDE JAMB (MASONRY AND CONCRETE INSTALL) o3iK wc� S,FREY -nON '�S TAI E r HORIZONTAL CROSS SEC \�l�l VIEWAT FIXED PANEUSIDE JAMB f H HOR 17ONTAL CROSS SECTION ZU (MASONRY AND CONCRETE INSTALL) ,�l VIEW AT FIXED PANEUSIDE JAMB 1pJW162009 , (WOOD INSTALL) 'W:c' L -ar 16 Cefficaflon No,: tQ t-,c.) RWewed By: jzl� Date ReVi8weF %/ -2— i 114•MAX 25 —SHIM THK.TYP. 1 1l2"MIN-'- i0 37 21 37 10 EMB.7YP. r38 SEEDETAILA 38SHEET 15� 1g31 2 2t 3 31 8 g30 31:r. fi es 44 42. 49 > Cf ct co ..7 SEE NOTE..t2 Z' 2 5 / 5 Z O ir J m // 8 36 43 12 SEE NOTE 2 3fi 43 EXTERIOR 4 LL f6Y EXTERIOR RIC 2� ar l J LLL Y S co A HQRI2CNTAL CROSS SECTION SEE 4126 29 3$ 43 45 37 29 �8 41 ?� J 12 VIEW AT HINGED PANEL/SIDE LITE AND MULLION B HORIZONTAL ROSS SE TON NOTE 4 SEE NOTE 4 t- >En 12 VIEW AT FIXED PANELiDOOR LATCH AT MULLION C HORI NTA.,CROS5 SECTION ' M � 12 VIEW AT FIXED TRANSOM 114`MAX (WOOD INSTALL) NOTES 1114S. P . ' SHIM THK.TYP. 1!4"MAX, 0 tr "r SHIM THK. ti O g �8 SEE DETAIL A 'j 1 E 3 SEE DETAIL A <6 r SHEET 15 MIN.EMS. SHEET 1S 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 Q J 46 '31 2.SPACING FOR ITEM#12 FROM TOP DOWN: &T u) z n 2 F"; 44 4 10 19 2 20 8",28 .50 ,73 1". 0=ts N O t ( a 3.ASTRAGAL SCREW SPACING FOR ITEM#27 a� nn m FROM TOP DOWN: ",3-?.20'.24-k,54�',59" O x X m Y •' F z 2 7 '-&78 ��� �N ? z z .2 4.1X BUCK MAY BE UTILIZED AS AN OPTION >o f x o AS LONG AS MIN,ANCHOR EMBEDMENT La • 3 - DEPTH.INTO MASONRY,CONCRETE,OR 36 4Otry0 c� f WOODIS MAINTAINED. 06 a 0 it 29 45 37 29 SO 0 ^EXTERIOR n 5.TAPCO,N{ITEM#9)ANCHOR SPACING SAME ut c¢j + SEE 4 28 EXTERIOR SEE NOTE 4 8 4 2 AS WOOD ANCHOR(ITEM#5)SPACING. q� oz 8 41 SEE 9 NOTE 4 NOTE 4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN a O z NARROW SECTION OF HEAD OR JAMB. D HORIZONTAL CROSS SECTION !*E"1.HORIZONTAL CROSS SECTION >- \,L2, VIEW AT FIXED TRANSOM 12VIEW AT DOOR LATCFLISIDE JAMB 15� (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) i• IN. uI 1MIN I 4'hIEN. — " 0 I� 5 r z 1 1/4' V4"MAX. i t2 I O SEE DETAIL A pat7.EMs. ` 1D `° MIN.EMB.— SHIM THK. •t vs huN._Ms, o z SHEET 15 I O O 8 o in (� T- 3 9 7 MIN 112`GLASS SITE 1/4'MAX ' 1 2 3 4 14 i9 2 SHIM TIM, g • 118`TEMPERED SEE DETAIL A 0 D SHEET i5 t0 '7 F Lu r I OPTIONAL MASONRY AND CONCRETE INSTALLATION N o z 4 1 3t4' 3!4"AIRSPACE FOR HEADERS AND JAMBS SEE NOTE 5 Lu g //// ' &` ii4 � C O U. L A8 2 30 1e8"TEMPERED :.'T-r2-11 c"M 12t31,Tl9 2 No 0 " 3"_V EXTERIOR INTERIQR Z*: mr1 .LUBBECKE SEE NOTE 4 8 41 GLAZING DETAIL A * SCALE 6`'=1'-0" 'rot -� r..+k. r S.FREY :.9• ATE OF L'r� aw,kiar.�*,.osoan»x'+u wo.: HORIZ F ONTAL CROSS SECTION _ 12 VIEW AT DOOR LATCHISIDE JAMB ��nom':,COR 10;, �C ° JW162009 (MASONRY AND CONCRETE INSTALL) !.,,�+ % s?f 111-A.d.Sx 4»U �7OitllTdi �♦ tlsse nstt•s.•a+u-im:.e«+ ..:.+.s•x fixeE3s 16 CertrfiCahOn NO.: M 16 1 Q Llt o I Reviewed By: 42 Date Reviewed: 2� z 1!I" 39 324" i I F-6 SEf DETAIL f SHT.15 (80TH JAMBS) 81 x4'MAX FRAME HEIGHT(INSWING) 80 Ii2'MAX FRAME HEIGHT(OUTSfflNG) 5. 51 TYP_ -- � m > 0 7m U3 !?'Z 4 a Glx to m j ' Z x D 1p to n' 1 Ci i fqT c z 0 I XC ;m m i m r�3 _ 14"MAX.O.C.TYR m -i tri v cn tri � `r cv ct 14'MAX,O.C.TYP.—� --- —I — 3'TfP. 5122"- 39 weer -1 Gs�7 CA cots. m r SEE DETAIL G o SHT 15 —mi 85124"(INSWING) 1 94 122"(OUTSWING) O13 122' V � --� 5"TYP. 3"TYP. 3"TYP;, U)ZY M EOIS 2 ~(no r 4I J ty m 1 v w ( `�. tttutti,, � O02D Y tttt i , m XZ v / 1 �+ �a XZ uz z �� ug rota xm m Sn :q m n ;-s n Nm r reY Q t:zcF r T. 0 SHT.15 PRODUCT; ri ENERGY SAVERICONTOUR,OPAQUE, JELD-WEN,INC. WOOD EDGE 6.0x8.8(XX)8,5-06-8(01=-') j INSWINGJOUTSWING 24GA,STEEL DOOR 3737 LAKEPQRT BLVD. i` N Y Co C W PART aaASSEMBLY: KLAMATH FALLS,OR,97601 m ° A 12.01.11 2010 CODE CHANGE ILA ANCHORING LOCATIONS PH.541.882'3451 NO DATE 8Y INSWINGIOUTSWING REVISIONS 14'MAX.O.C.TYP, SEE DETAIL G 5 112" SHT15 '— -38 3i8' 81 314"MAX FRAME HT.(INSWING) w m Q 81-MAX,FRAME HT.(011TSWING) 71 i z y v 0)2> cs —5"TYP. t stp m —� 5'TYP. mz —) -- pn r`cs w In mzo Q� a oz I oz C0 i c2<0 z� _ I Z� c1� cd 81 314'MAX FRAME HT,(INSWING) z z ZZ Bi'MAX FRAME HT.(OUTSWING) 1 roto a 15z5112 - ----301!2" r rn V trn z b q Xg SEE DETAIL G -� w 5"TYP.— ( _SHT.15 M { 6"TYP. \ \ 89 318" i m N 7moi m 39 5f8" ---I mo co N m N in 7 318' 7 3} � LESEE 6 � � I ( SHT 8 DETAIL E 'MAX.14O.C.TYP. SEE DETAIL E m m 95 114'MAX FRAME HT.(INSWING) SHT.15 =i m 94 1f2'MAX FRAME HT,(OUTSWING) im v -t m _ � Aa �— �7� °'m 5 1f2'--I�r 39 112"—113 10 �J�7fD �o cu a•� 'i 7 112`�^ m c r 39 3.14" 3'TYP. LA•n� ; n SEE DETAIL G to >3D a ; 89 112' SHT•15 5 0 � 5'TYP, i 5'TYP.—I � 5"7YP, -- 3 m Zqz zo 7a �I '✓fir _�. { � � I � �� I 'v �Q V D ( ZZ r ti z oz O i p id MAX.O.C,TYP. ( ZIP m m m ism tam c1 c m rR 7 rn 1 € �p'tUnptgtO Z -1 m -1 m m -f m 3 m w m sm SEE DETAIL Eb n' z 1 SHT.15 _�. -`) r-3"TYP,x to z z 9 :ir•;G O ca `�. q= s 7 112 ' --- '(� 38314" 'ittttERurit tosz 88112 e a ' PRCOUCT; s'' Q n J^� ENERGY SAVERrCONTOUR,OPAQUE, JELD-WEN,INC. ftl WOOD EDGE 8�Ox8.8(XX)&5-4x8.8(OIOXp, N a m C w INSWINGfOUTSWiNG 24GA,STEEL DOOR 3737 LAKEPORT BLVD. o PARTORASSrWil..Y: KLAMATH FALLS,OR,97601 A 12,01,i 1 2010 CODE CHAN E !LA OUTSWING HORIZONTAL PH.541-882-3451 m NO DATE REVISIONS 6Y CROSS SECTIONS SEE DETAIL I C-S INK. NOTE I-USE 810 WOOD INSTALI.ATION SCREWWl 1.50"MIN.EMBEDMENT a,Tm WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. rn 1-- a"Typ. -SEE DETAIL 8 2 USE 3116"17W TAPCON ANCHOR Wt 1 114"MIN,EMBED. > cr_ WHEN INSTALLING INTO CONCRETEMIASONRY SUBSTRATE AT SIDELITE SILLS. _j 0 3"TYP.— m J DET AIL A 3-SCREW AND TAPGON ANCHORS CAN BE EMBEDED IN EITHER THE 1 IM,*OR F- CQ - I / 1 I SCALE:6'=1'-0' 3/4'THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT = _J F T— I I TF-7L IS MAINTAINED. W C) co XC? z CL < . u-04 Z� co 01 _ 12 < < Z w 47 W rl _J 17 m 0 3 Lu DETAIL D 0, LL23 ASTRAGAL 0 SEE -.3 4 3 1 TOP STIKE PLATE -0 28 ng 28 Q) 5 8 7oxU,w z co 0 Typ' aE 0 0 OU) r F- 'LB CO T COMER DETAIL AT HEAD RA RE) TAILATSILL X g 0 La I 0_0 MULL { jw" ,— E'?�E uJ MULL UJ R3: X0 DETAIL F 5'a x r_- EE DETAIL 0 HINGE DETAIL V)W:3 < .0U WWZ w wa 0z § cl ANCH.0,11,11',LOCATIONS UNJIT �>WOO) I ..a "T,,M w Oz =1•-0'SCALE:1121=1*- 49 DETAIL P 3: ASTRAGAL BOTTOM 1 CD INSERT PLUG(INSWING) 14 DETAIL w #8 X 2112" 38 29 LATCH&DEADBOLT STRIKE 47 WOOD SCREWS 27 PLATES TYP. 27 0 a z 0 2 11 34 39 0 24 >Lu 27 cr W ASTRAGAL BOTTOM(OUTVANG) Na 2 NOTE(S): ����+�t`$nSAyrr `z 35 1-ANCHOR SPACING FOR BOTH INSWMG&OUTSVJING- Z' E4 I-,Z-12 VA*-' 121311M VA scALE:AS SHOWN 2-SCREW#28 IN DETAIL C.NOT USED IN Na 0 W-1.2G.LUBBECKE (XX)CONFIGURATION, DETAIL H =' t V c,,K a�. S_FREY Al TIA T C OF CORNER DETAIL AT TIW480M MULL JW1 62009 DE TAIL 1 0 R I MULL POST(SILL SIMILARI ................. ..................... -----"---Add6hduqn to Na P 4 9116* —4- 5 518* 11118* 318' —4 Eb w Ll 112* > cc 0 0 sb WOOD JAMS FINGERJOINTED PINE 0 0 11116. In 0 Fil I COMPRESSION LATCH STILE U) T- ENDURA INSWING THRESHOLD WEATHERSTRIP 11w T P IL -jj 11 6063 T5 AL A�D COMPOSITE 'ANYLIFOAM HOINGRFASTILF z 0<C? SCALE:W-1-0. SCALE!. LAMINATED VENEER LUMBER 2�Q. LL- uj co BUTT HINGE 4x4x*.2 GA.STEEL BOTTOM RAIL (LVL) w �e :E co $CAUE;6*=1'4* 8 25 GA.STEEL SCALE:6"-1'-0" 3t18' SCALE,6"=I'-O* �: :5 t r- M LO C13< W n -j --> cf)Y Et 1 314" 718" IF NJ 4 5/8' i 0 20 LOCK BLOCK AFCn OUTSWING THRESHOLD FINGERJOINTED PINE AFCO OUTSWING THRESHOLD aWI 4m SCALE:6"=I'-O' 6063 T5 AL AND COMPOSITE 6063 TS AL AND COMPOSITE DO 0 SCALE:6*=1'-G' --QR BOTTOM SME CL 6 uJ SCALE:6"=I'-O' VINYL CORNERPADS &jw SCALE:6"=11-0* PLASTIC =1 z B0-6-� z w SCALE:6*=I'-O' �-�v z 0 1 314' 1 518, 5:. c0 >95) < ,- z w WD iz 11 aY i7 wz 1 a u 0z 0 v 47 1" OASTRAGAL STRIKE PLATE I 318' STEEL -m 13 O SECTION A-A SECTION B-B OOL LIP FRAM SCALE:6'=I'-(r I ASTRAGAL EXTI'U"ED PLASTIC 3_T ALUMINUM SCALE:6"=I'-O* SCALE: < 11313 x Irr— 0 to 0 z =Kv 3125" a 0 2 1/2' ❑ se T 1 F9 :1- 0 AT EAGAL BOLT MULL POST ST", 70-1 ,7 All.STEEL O EDGE GLUED FINGERJOINTED T SCALE:6*=l*-O' SCALE:6'=I'-O' LATCH PLATE STEEL 1318' SIDELITE SEAT '§—]Nd'L E UNITS ONLY 13116- EX—TUDED PLASTIC SCALE W SCALE:6'=1'-0" <0 p• z .......... tA;U 12131109 1116, w� 7 S t=, 1 z a--, t 21116- rxn ayo S.FREY 'rz FATE,ATA-e of- l: TRANSOM1iSA5H q5 jEER52M-QL��ZING CLIP FIXED CORN6 TRIM 0 W CELLULAR PVC PLASTIC 11 CELLULAR PVC IMPOMOYSM PINE 4 JW 162009 SCALE:W=1'-'X SCALE:6*=V-0' 12Y W,F�, k—s.�11 SCALE;6"=I'-O' SCALE:6'=I'-O" see l was 16 1 ..................... ............ Cerfiricgon%.:....... Wend By: Date Reviewed: .............................................................