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HomeMy WebLinkAboutProduct Approval psort-t FILE COPY boey Z Qa9R..� r Florida Building Code Online . Page 1 of 3 RECEIVED OCT 23 2015 1 $ i orifi 12:';��fi[iT t:. BCIS Home ' Log In ? User Registration Hat Topics S Submit Surcharge Stats&Facts Publications FBC Staff i SCIS Site Map Links Search s:E Business Product Approval Professi6hal0 USER:Public User Reg ulation. F luomt Apt oval Mgig>Product or Anniication Search>Aaolication List>Application Detail FILE COP ?i _1 FL# FL13540-R3 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)53 5-3936 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 FL?3540 R3 Equiv__)ELD-WEN ASTv E_M6 Eou Iva lency-L.tier_.pdf Product Approval Method Method 1 Option A Date Submitted 01/13/2015 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeefVE... 10/20/2015 Florida Building Code Online Page 2 of 3 Date Validated 01/14/2015 Date Pending FBC Approval Date Approved 01/19/2015 ...........................__._............_._............................__._..__.........-....................._.._...._...._........---._._.....................................---.....................-......------...._..................._.._-...._.................. . Summary of Products j FL# Model,Number or Name Description 13540.1 Contours 3'-2"x 6'-10",Opaque Steel Wood Edge Inswing and Outswing Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540 R3 C CAC N1010116.01-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 R3 1I 3W162009 SS 2014-11-1l.odf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-1l.odf Created by Independent Third Party:Yes 13540.2 1contours 6'-2"x 6'-10",Opaque Steel Wood Edge Inswing and Outswing Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL13540 R3 C CAC NI010116.01-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ! Impact Resistant:Yes 12/31/2019 Design Pressure:+55/-55 Installation Instructions s' Other: FL13540 R3 11 JW162009 SS 2014-11-Modf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes i Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-I1.Pdr ! Created by Independent Third Party:Yes 13540.3 Contours 5'-5"x 7'-11",Opaque Steel Wood Edge Inswing and Outswing Door with Transom and Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL13540 R3 C CAC N1010116.02-R2.pdff ` 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 R3 11 7W162009 SS 2014-11-1l.odf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes € Evaluation Reports FL13540 R3 AE PER3291 SS 2.014-11-11.pdf Created by Independent Third Party:Yes 13540.4 Contours 5'-5"x 6'-10",Opaque Steel Wood Edge Inswing and Outswing Door with Sidelites `Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL13540 R3 C CAC N1010116.02-R2.pdf 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 R3 11 1W162009 SS 2014-11-1 1.1)d i Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-11.Edf Created by Independent Third Party:Yes t 13540.5 Contours 4'-3"x 6'-10",Opaque Steel Wood Edge Inswing and Outswing Door with Sidelite Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL13540 R3 C CAC N1010116.02-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 12/31/2019 1 Design Pressure:+55/-55 Installation Instructions Other: FL13540 R3 it JVJ162009 SS 2014-11-11.pdF Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports j FL13540 R3 AE PER3291 SS 2014-11-1l.odf Created by Independent Third Party:Yes i 13540.6 Contours 3'-2"x 7'-11",Opaque Steel Wood Edge Inswing and Outswing Door with Transom E Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540 R3 C CAC N1010116.02-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 [ Design Pressure:+55/-55 Installation Instructions [ Other: EW540 R3 II 3VII6200f�S5 2011-11_11.0.1 Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL1354Q_R3 AE PER_a29_1 S.S Z_P..14'11-ll.odf Created by Independent Third Party:Yes tJ:i', 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::Accessihllity 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeefVE... 10/20/2015 Florida Building Code Online Page 3 of 3 emalls 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 area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: -< Rig eCtzcY >» sec:urit"ti,rims, https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE... 10/20/2015 a� NOTICE OF PRODUCT CERTIFICATION � �R Ifi1C,7 1 - -'4cs �ccar4r��.y� � Company: JELD-WEN Certification No.: NI010116.01-R2 �� 9F 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls, OR 97601 Expiration Date: 12/31/2019 Revision Date: 08/07/2014 i Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o -> ,ED P;fl� Side-Lites or w/or w/o Transom (w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& Outswing Opaque Size Pos/Ne s Rated Comments X I/S Opaque 3'2"x 6'l 0" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695 Missile Level D Max Panel Size:3V'x 67" Anchor Details:JW 162009 1-16/AO11271 X O/S Opaque 37"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:JW 162009(1-16)/AO11271 XX I/S Opaque 6'2"x 6'l 0" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:JW 1620091-16 /AO 11271 XX O/S Opaque 6'2"x 699" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:JW 1620091-16 /AO11271 National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804) 684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: ® 74"MAX.OVERALL FRAME WIDTH JUDIVENCONTOURS 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/OXO) 36 3/8"WITH SHT# DESCRIPTION INSWING/OUTSWING ASTRAGAL 1 INSWING ELEVATIONS&GENERAL NOTES 2 INSWING ELEVATIONS m 24 GA.STEEL IMPACT DOOR SYSTEM A 3 INSWING ELEVATIONS&BILL OF MATERIAL GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS / \ 6 INSWING HORIZONTAL CROSS SECTIONS (j x J BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 1 INSWING HORIZONTAL CROSS SECTIONS z O Q ch FO SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS LL,PJ x 8 OUTSWING ELEVATIONS HAVING SIDELITEJTRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. C7 26 ~ 9 OUTSWING VERTICAL CROSS SECTIONS W Y =00 NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. Lu x 10 OUTSWING VERTICAL CROSS SECTIONS J 11 OUTSWING HORIZONTAL CROSS Q LO 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER SECTIONS J2 LO = 12 OUTSWING HORIZONTAL CROSS SECTIONS n LOADS TO THE STRUCTURE. � c a D 13 ANCHORING LOCATIONS r- --I 2 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR >0 6 A' D 6 z 14 ANCHORING LOCATIONS co Y O_ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O O 6 D a 15 ANCHORING LOCATIONS&DETAILS 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 6 6 NENTS 5. SCALE BASED ON 11x17 SHEET SIZE. 2 NOTE 2 \ / NOTE 2 16 UNIT COMPO 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. \ / 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES rn AND TRANSOMS. m 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 O w INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH O O rn "a INACTIVE 'ACTIVE U)LENGTH/OH HEIGHT IS 1.0. O z IF=— j O my w ASTRAGAL A B o x 9 >z DOOR LEAF CONSTRUCTION: O l w J DOUBLE UNIT(XX) NOTE 2 0"a 3w FACE SHEETS:THE FACE SHEETS ARE GLUED TO w —� (INSWING IMPACT) w � i c9 w THE CORE AND SUBSTRATE WITH LMC ADHESIVE. I.. I m z z CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND y m w (w0 DENSITY EXPANDED POLYSTYRENE(EPS). X z w z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 0 OO m rn w 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA o z z 0 SHEET METAL SKIN IS 40,300 psl.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 a O LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL DESIGN PRESSURE RATING CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK BLOCK IS 1.688"X3 1/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: U g y ED SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZINGSINGLE DOOR WITH&WITHOUT DOUBLE DOOR z O 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 M<O FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. +55 w M F= POSITIVE +55CL THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING O o x O CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 U O L)w ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM p L)w— FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o o w OUTSWING THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLED NEGATIVE 55 55 N x FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, v w 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: r o 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. o N D 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`lqN4 I I rtr,,� RECEIVER PLUG SI INSERTED OTO RECEIVE THE OTTO ASTRAGAL BOLT.OU SWING CENTER OF THE SLL THRESHLD AND FILLED WITH DOW 1199 SILICONE.A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" �` �\E$F. 0 �� m¢�_z UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL ANDA SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A : P DATE: 12/31/09 igitall signed b Hermes F.Norero,P.E. \� METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH Y 9 Y 4 O eason:l am approving this document scute 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:2014.11.11 10:04:34-05'00' — � '" CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" IN PLACE WITH 16GA X 7/16"X 2"STAPLES. ,((( * = DwG.BrG.LUBBECKE SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT :411 cNx Bv: S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" a tv ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE i0;C,ortme.�,ao � DRAWING NO- TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS ��� � C���`� JW162009 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. ��+p�a ch.P ..s sREer 1 of 16 FBPE Ca 6�/tJ:f(iWa�IllI No.29578 64 112"MAX Oj OVERALL WIDTH 64 112"MAX O.V.A WIDTH 51"MAX 6 58 1/2"MAX.D.L.O. 35 3/4"MAX OVERALL WIDTH PANEL WIDTH D N o C, NOTE 2 26 f f 26 f \ oC O•. O m 25. 25• C) 0~C d 26 7 w x = Z O Q c? ` \ C7 O \ (- LL N 25` x x 6 x o 6 g W Y 00 x 7 J z 6 6 `D z 0 6 >m J ¢� 6 wo a NOTE 2 p 6 LO p° a NOTE 2 D NOTE 2 p v D Q W o G 6 0 m a / NOTE 2 m c^+) Y d NOTE 2 B 6 m m o g 0 LL POST n r �"MAX / m / NOTE 2 MUw� 7°MAX. / / rA WO 0 r " MULL POST O p Q z D.L.O. i �aov O C D NOTE 2NOTE 2I I 12"MAX• NOTE 2 A o Y z w 4 4 F'�PANEL WIDTH 5 TRI UNIT(OXO) TYP. 12"MAX. NOTE 2 0 w PANEL WIDT B H 35 3/4"MAX w U NOTE 2 PANEL WIDTH O A (INSWING IMPACT DOOR WITH H W z 5 5 4 4 12"MAX. NON-IMPACT SIDELITES) rn O NOTE 2 PANEL WIDTH DUAL UNIT(OX) �m Z w z PANEL WIDTH TYP. 3 F1RAM WIDTH ( v 0,6 of INSWING IMPACT DOOR WITH LNON-IMPACTSIDELITE) 7, Z o MULL POST o z — r TRI UNIT(O/OXO) aO (INSWING IMPACT DOOR WITH \ �g> NON-IMPACT SIDELITES&TRANSOM) U)-'m _x 26\ \\ � w w Zz o:E¢ o 2 _ w D-w ow2 z00w UO D7— U z p20 WoOW CL n: 7 6 NOTE 2 NOTE 2 d w NOTES: N o CO 1- ALL VIEWS FROM INTERIOR. o o / 2-MASONRYAND CONCRETE CONS`R�,ggV[dkF"cI/ii���' m¢O �E z %-Q DATE: 12/31/09 T iC` •1� O A B NOTE 2 '* * SCALE,,1/2' KE 3531 MAX. = o - T T i 1 = PANEL WIDTH �O'•• ` CHK.BY. S.FREY i T NO 1E� ` DRAWING NO- le SINGLE UNIT(X) u9ding Dm �� JW162009 (INSWING IMPACT) i "" B &-�����y\qpn FBPE Ca F tilAJr6"l�""No.29578 SHEET2 OF 16 Item DESCRIPTION Material 37 1/2"MAX O.V.A. 1 HINGE JAMB 1 114"X 4-9116'FINGERJOINTED PINE PINE FRAME WIDTH 2 HEAD JAMB 1 114"X 4-9/16'FINGERJOINTED PINE PINE N o 3 LATCH JAMB(1-1/4"X 4-9/16"FINGERJOINTED PINE PINE n 31 112"MAX.D.L.O. 4 SIDELITE JAMB 1-114"X4-9/16"FINGERJOINTED PINE PINE _ ` 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2'MIN.EMBEDMENT STEEL o C D 6 4"X 4"BUTT HINGE 12GA. .089"MIN STEEL 0 7 1#9 X 3/4'PHILLIPS FLATHEAD WOOD SCREW STEEL D NOTE 2j 8 910 X 1 112"PHILLIPS FLATHEAD WOOD SCREW STEEL o 9 3/16"ITW BUILDEX TAPCON WITH 1 1/4'MIN.EMBEDMENT STEEL 63 O 10 COMPRESSION WEATHERSTRIP FOAMU Lo 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM Z p co t \ c9 12 #8 X 21/2'PHILLIPS FLAT HEAD WOOD SCREW STEELZ W LL ci 26 = 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM W Y 2 co F J 14 NOT USED ? J Q c=7 25 \ 15 1 SIDELITE SEAT Z60 SERIES ENDURA VINYL ^ Lo w \ w 0 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL J LU n Q= _ \ O`o 17 BOTTOM RAIL 25GA. 0.018' GALVANIZED STEEL STEEL co Y t1 w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL 7 6 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL w zt 20 LOCK BLOCK 1-11/16"X 3-118'X 12 FINGERJOINTED PINE TREATED PINE o 21 ODL LIP-LITE FRAME PLASTIC I w--W NOTE 2 / NOTE 2 rn 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS O O� ^d 23 1 16 Ga.7/16"CROWN X 2"LONG STAPLES STEEL 0 / 24 CORRUGATED NAIL 1/2"X 1-1/16"25 GA. STEEL 3 C7 O:' / 25 KWIKSET LOCK SERIES 400 STEEL O x w 26 KWIKSET DEADBOLT SERIES 660 STEEL 0'.T z J 4 27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL -a w 2 LL 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD W F� > z o C D NOTE 2 29 NON-COMPRESSION SHIM WOOD N _ m z 0 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM O C7 w LO m 35 3/4"MAX. of x z w z PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS f =O 9 A525 COMMERCIAL QUALITY 0.021"MIN.THICK. f Z o SINGLE UNIT(OIX) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL 0 O (INSWING IMPACT DOOR WITH 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a a NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP >- 34 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5ICOMPOSITE ALUMINUM N m 35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE �w 36 3/8"ROUNDED SCOTIA PLASTIC 37 SILICONE BEAD DOW 1199 SILICONE 0 U O 38 JAMB,1-1/4"X 4-1/2"FINGERJOINTED PINE LVL ww�z 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 000 O U00� 40 ASTRAGAL BOLT 0.313 DIA. STEEL 0 U w— 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINEWOOD w�0 w 2 0 If 42 11/16 O.VA.INSULATED 1/8"ANNEALED GLASS GLASS f w 43 1"STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER ALJSEALENT w 45 GLAZING CLIP CELLULAR PVC NOTES: cC4 o 1- ALL VIEWS FROM INTERIOR. F�0 46 SASH CELLULAR PV 2-MASONRY AND CONCRETE CONSTR'gQMM."' 47 STRIKE PLATE GLOBAL STEEL �,SES F O �i m¢zz 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL 161 1 \Ci f : DATE 12/31/09 PQ 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC / ' /' SCALE 1/2^-1' * Iv0/ * _ DWG.BG,LUBBECKE D •_ TT ,p Iii cHwev: S.FREY ��0 P4.VMA lleGKe� PP,E• DRAWING NO.: i� 0 ^® @ � JW162009 �q�'�yyttaa�� T 3 OF 16 FBPE Ce2SHEE �Id,64lt6hNa.P95T8 1" 1"MIN m 1"MIN. NOTE 1 1" 1"MIN 1"MIN. MIN. 1"MIN NOTE 1 Y MIN. 1"MIN NOTE 1 DO 1"MIN 1"MIN 9 28 41 z 1"MIN 28 41 1"MIN 9 28 41 0 xx g NOTE2 NOTE1 NOTE2 CD Q= Nw 28 41 a �_ 5 4 a `""' 29 J O = 29 . m U) 29 T 29 38 U CC J v 2 v L 2 rLA PC v w z pU 1¢i N w � F x `z x� W Y =ago X= SEESHEETI5 37 S2 _ ¢F36 43co SEE DETAIL A 16g r = w _ p I� SHEET 15 10 = 16 11/16"O.A. O w a= 37 O w J _ �m z �m 42 w = Yd SEE DETAIL A 10 2 a LL SEE DETAIL A 11/16"O.A. O J SHEET 15 45 46 SHEET 15 37 r g E XX 36 37 44 45 46 Q w U)r 0 � O I wpw H 2 38 OOm w rn N I F- 2 � ��N O = OX w = O o w 16 X J w w 10 O r w -F � 0 w z z x z z w 16 = � � m a w a w w = w W x z um 0 J = C) Q Z 30 z 4 30 10 w Z z o O a ¢ ED C) 31 r O ~ z cc 31cd m O d a V a 17 O 32It 17 ur 2E w 30 30 _¢O_ 11 11 O U F 31 31 A ® owwz 28 411 1/2" 0 0 0 0 MIN. UOmy 17 17 m SEE NOTE 1EMB. 9 .4 w o O w g 4. m0 � 32 32 w 5 4 N ? —{11 110 IL r MIN. 1"MIN –I cri o GNOC_N O ® C VERTICAL CROSS SECTION DOOR/TRANSOM TYP. D VERTICAL CROSS SECTION 0lt"H t'il M TYP. 28 41 1 1/2" MIN. 4 WOOD FRAME INSTALLATION 4 MASONRY AND CONCRETFi`1F� �i� m Q 0 SEE NOTE 1 9 d 'd �� �'- .••••• �i Z EMB. O DATE 12/31/09 4. 1 � SCAM. 3"=1' 5 NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS !7 1-MIN 1° LONG AS MINIMUM ANCHOR EMBEDMENT T T i _ o'^'c.e6•LUBBECKE �IMIN1"MINDEPTH,INTO MASONRY,CONCRETE,OR LU CH&BY: S.FREY A VERTICAL CROSS SECTION DOORTYP. MIN. WOOD IS MAINTAINED. oHnunNc+o: 4 WOOD FRAME INSTALLATION B NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED �i F °a°fin°'T �� VERTICAL CROSS SECTION DOOR TYP. i am°yoo a��� JW162009 4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. Seg�ab�y��g@N��s���y16 FBPE C°d IB No.29578 SHEET 4 OF 16 rri 1"MIN. NOTE 1 ro 1" 1"MIN 1" Y N 1"�—/ a MIN. 1"MIN NOTE 1 = w w Co MIN. 1"MIN z 1"MIN — 9 •28 41 Y 1"MIN. NOTE 1 �w 1"MIN NOTE 1 a• F Q w 1"MIN 28 41 z 9 28 41 .a, ; W. 5 • _ co e• �. •a Y a.. 29 F 29 > [[ 38 36 43 r w 0 29 m SEE DETAIL A _ X Y 2 V IZ -1 SHEET 15 w ¢= 36 43 F Z M 37 42 O w = r 38 = SEE DETAIL A 2 p ¢ 2 w ~ 2 36 43 Z W DDo 11/16"O.A. ci � ¢�Q a 0 = SHEET 15 SEE DETAIL A LU Y =Do ¢ LL U) 37 42 = w 37 - 36 43 J Q X SHEET 15 g a SEE DETAIL A 11116"O.A. ¢ � 16 37 O QLO 44 iv SHEET 15 g O Z 31 J r- 45 J= 37 45 46 44 Q o a s p 31 16 CJ Y a N 45 46 30 38 v 37 N 21 T 30 w m N O Z 38 w 1"O.A. w__I O SEE DETAIL A a g w 21 O O w F 2 I SHEET 12 z_ -Jo SEE DETAIL A 1"O.A. w 00 0 O O¢ m + SHEET 12 z co w v � 36 43 2 22 0%z 0 w 37 36 4321 / 21 / ❑ U w"r 31 16 37 31 / U) U)31 /gF co w > F p 30 31 16 �a 0 a_ Of c7 w D'_ 17 %� 17 `� �0(6� z X 21 EE 30 �� �� Co oZ z o w O w 37 30 37 30 w a o �d Z SEE DETAIL A w p 21 a O SHEET 12 1°O.A. z °�J 1"O.A. O J z ❑ SEE DETAILA w -❑ 15 11 g m SHEET 12z 11 w 15 _ Ow 22 I 22 I 41 28 1 1/2" 1 ¢z z MIN 21 / 21 SEE NOTE EMB. 9 aN a o U d z /fin. S " OOUO 31 c9 a 31 g� 1"MIN I O 0 Lo 0 a_ 1"MIN {- 1"MIN. 1"MIN --�I woo W 0 N C VERTICAL CROSS SECTION SIDELITE TYP. p N 17 17 � VERTICAL CROSS SECTION SIDELITE TYP. m5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION 37 30 37 30 w -:,7w NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR N o Q 15 g EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS o c�0 11 11 p MAINTAINED. ``�S F Om ' 111 z i ¢O 41 28 1 112" 15 1 :;'�\� W, �O% DATE: 12/31/09 MIN.SEE NOTE EMB. 9 ems' a' n �' SCALE: 3-=11 ..A * c * = DWG.BG.LUBBECKE 5 �1"MIN % v�: O[ CHK.BY: S.FREY Q HC i3 E DRAWING NO-' 1"MIN {- 1"MIN. - 1"MIN %"n ' �'�� A VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. B VERTICAL CROSS SECTION SIDELITElTRANSOM TYP. �i�p�b40°CS���� JW162009 5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION aOyI�g `j °�° SHEET of 16 FBPECeR.6/AiL6 N.29578 1/4"MAX. L 25 SHIM THK7_ 1 1/2" ;�N 1 14" F3 MIN.1EMB. SEE DETAIL A 1 MIN.EMB. (i 31 30 SEE NOTE 4 SHEET 15 6 13 --1 0) SEE NOTE 3(A Aj0 1/4"MAX.SHIM 1"MIN. > cc THK. _j o SEE DETAIL A In SHEET 15 1MIN." w cc -1 cn 1 1-MIN. z o -j co 30 31 20 31 1 EL LLCm 5 1 L I u I Z W cc) 10 W U) W �e T-00 INTERIOR 18 N - MINI O z INACTIVE ACTIVE 9 INTERIORW 7 6 29 8 to LL,1"MIN HORIZONTAL CROSS SECTION ..... ...... HORIZONTAL GROSS SECTION EL I (6SEE NOTE 4 n < rA CLLI \_6,/VIEW AT ASTRAGAL INTERIOR 30 7 29 g 6 VIEW AT DOOR LATCH/SIDE JAMB 6 (WOOD INSTALL) 1/4"MAX. HORIZONTAL CROSS SECTION 1/4"MAX SHIM THK. VIEW AT DOOR HINGE/SIDE JAMB SHIM THK.- 1 1 SEE DETAIL A z 0 (MASONRY AND CONCRETE INSTALL) 1 1/2" SHEET 15 MIN.EMB. 1 SEE DETAIL A MIN.E 4 W C,Q w L) 1 1/4" F- w SHEET 15 MIN.EMB. OQU) U) 0 U) 28 41 SEE NOTE 4 31 0 U) A B' I 4� 0 1"MIN. 21 0 1/4"MAX. 2 0 � w SHIM THK. t 18 0 X(g L) 2� O�K -i w 10 18 SEE DETAIL A F- r . 1. 01"MIN MIN. SHEET15 co z z 1.MIN. ul�S N 5 0 LLI U) 0 w 0 wu) Q 2 w 10 12 SEE NOTE 2 wlz 0 18 :3 x- 0 8 01"MIN INTERIOR a 3: < CD 28 41 29 z -c6 cn w z 0 SEE NOTE4@j SEE 41 28 29 36 4 INTERIOR w 9 4 z 1"MIN NOTE 4 HORIZONTAL z / F GROSS SECTION 00 En HORIZONTAL CROSS SECTION FIXED PANEI ISIDE JAMB 0- (-D _q /VIEW AT VIEW AT DOOR HINGE/SIDE JAMB g d29(�o 0 INTERIOR (WOOD INSTALL) >- (WOOD INSTALL) 6 NOTES ANCHOR SPACING,SEE SHEETS 13,14 --- cn Co 1/4"MAX. 1 114" 1.FOR Lu W 1 114" E"\ HORIZONTAL CROSS SECTION SHIM THK. L)MIN.EMB. &15. z r9 1 2.SPACING FOR ITEM#12 FROM TOP DOWN: <�z MIN.EMB. — —1/4"MAX.SHIM THK. VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A - -ak",50-Z -k. m: 0 (MASONRY AND CONCRETE INSTALL) SHEET 15 6,28 8",73 L)=p 2! 3.ASTRAGAL SCREW SPACING FOR ITEM#27 Uj 0 a.W 29 SEE DETAIL A 2 0 w E2 Z 1/4"MAX.SHIM THK. FROM TOP DOWN:12,3-j-,20",24-j",54-j",59" 0 0 L)0 2� 4 SHEET 15 1 1/2" 37 L)0(n 05 3 SEE DETAIL A 4 N.EMB. 21 30 31 754'&78-j". Lu> 18 4.IX BUCK MAY BE UTILIZED AS AN OPTION Lu 31 30 22 SHEET 15 22 AS LONG AS MIN.ANCHOR EMBEDMENT r cm 0 18 21 30 31 37 Z DEPTH,INTO MASONRY,CONCRETE,OR WOOD,IS MAINTAINED. Z W Z 18 9 5.TAPCON(ITEM#9)ANCHOR SPACING SAME N E; � Z AS WOOD ANCHOR(ITEM#5)SPACING. 2! ❑ 5 - INTERIOR 6 cli 6.OPTIONALLY,ANCHOR CAN q �jfl!UR04p,IN 28 41 NARROW SECTION OF H�Age§M SEE 12 36 43 z INTER! -'!�-'I �; I E 2 IC51 28 41 3 43 SEE NOTE 2 12 SEE NOTE 4 12/31109 12 SEE NOTE 2 "=V SEE NOTE 4 INTERIOR 36 43 29 28 41 SEE NOTE 4 HORIZONTAL CROSS SECTION SCALE: 3 VIEW AT FIXED PANEL/SIDE JAMB DWG.Br,.LUBBECKE ir (MASONRY AND CONCRETE INSTALL) - T T4 lij CHK BY: S.FREY HORIZONTAL CROSS SECTION - t H HORIZONTAL CROSS SECTION \,V VIEW AT FIXED PANELISIDE JAMB mp XF DRAVA G NO.: (MASONRY AND CONCRETE INSTALL) VIEW AT FIXED PANEUSIDE JAMB .'S JW162009 (WOOD INSTALL) seam. Na 29518 SHEET r �__CF 16 1/4"MAX 35 35 SHIM THK.TYP. 1, 10 M 38 SEE DETAIL A 38 10 37 21 1 37 E SHEET 15 31 3030 31 19 30 31 18 98 2 22 1 30 31 L 46 p 0) 44 42 46 > CC Z4 Z. z a g co co O INTERIOR 5 5 C) cr- -i It -j c) INTERIOR z o 7 12 SEE NOTE 2 SEE OTE 2 12 2 zu < . 8 36 43 43 (L LL c\I 6 INTERIOR Z� w Co W `L =to HORIZONTAL CROSS SECTION SEE _j < /'A -ONTA 41 28 29 36 43 37 29 28 41 HORIZONTAL CROSS SECTION SEE NOTE 4 \,Z�/VIEW AT HINGED PANEL/SIDE LITE AT MULLION B NOTE 4 \_L,/VIEW AT FIXED PANEL/DOOR LATCH AT MULLION _j m < w r- Y_ HORIZONTAL CROSS SECTION _j C co VIEW AT FIXED TRANSOM (WOOD INSTALL) 1/4"MAX cn 1 1/4" ui z MIN. HIM THK.TYP. NOTES 0 EMB.TYP. r 38 r SEE DETAIL A 38 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 0 SHEET 15 &15. 0 0(n cn 2.SPACING FOR ITEM#12 FROM TOP DOWN: pa.'e m2! -o cn 6".28-j",50-P3:c? ,73-j". 0 Of 46 44 42 3.ASTRAGAL SCREW SPACING FOR ITEM#27 0'� FROM TOP DOWN: 3-j',20",24-j",544'.59" O'f z 75-j"&78-j". of cl) z W t 4.IX BUCK MAY BE UTILIZED AS AN OPTION w 1 0 2! AS LONG AS MIN.ANCHOR EMBEDMENT m DEPTH,INTO MASONRY,CONCRETE,OR cn 0 WOOD,IS MAINTAINED. D z '6 < 0 A 36 43 5.TAPCON(ITEM#9)ANCHOR SPACING SAME OF 0' 0 29 45 37 29 . .. 2 z AS WOOD ANCHOR(ITEM#5)SPACING. z � 0 U) 0 SEE 41 28 INTERIOR 8 41 SEE 6.OPTIONALLY,ANCHOR CAN BE PLACED IN w C) 0.1 9 1 9 NOTE 4 HORIZONTAL CROSS SECTION NO E 4 9 NARROW SECTION OF HEAD OR JAMB. 251 U) VIEW AT FIXED TRANSOM w (MASONRY AND CONCRETE INSTALL) 1.MIN. 1-MIN 0 Lu 1"MIN.. 0 z z L)M0 p 1 1/4!' 1/4"MAX. 1 1/2" LU L)(L MIN.EM SEE DETAIL A B. 1/4o MIN.EMB. w Z 1/4"MAX. MIN.EMB.— —SHIM THK. ow- SHEET 15 _T 0000 SHIM THK. L)0 co C, 1 1/2" SEE DETAIL A 8 0 L)w 5; MIN.EMB. 3 31 T 9 iu 0 0 W SHEET 15 2� 1@ =9 cc 3 iT d 20 1/4'NMMA 1/".THK.. 1 2 3 4 31 10 19 2 SHIM THI. 9 20 SEE DETAIL A 10 19 2 10 w b, SHEET 15 w C4 co f t 8 2� 1 OPTIONAL MASONRY AND CONCRETE INSTALLATION O 6 c� z FOR HEADERS AND JAMBS %% Z w SEE NOTE 5&6,THIS PAGE 02 z Lu 9 Lu cn U) 48 V DATE: 12131/09 w 0 29 z li - 3' SCALE: 30 OwG.8G.LUBBECKE 30 INTERIOR SEE NOTE SEE NOTE 4 28 41 CHK.B: S.FREY 0%, 4"@ INTERIOR l*' - T -YEATL DRAMNG NO-' HORIZONTAL CROSS SECTION t"�F HORIZONTAL CROSS SECTION VIEW AT DOOR LATCH/SIDE JAMB VIEW AT DOOR LATCH/SIDE JAMB udding D, JW1 62009 (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) 11 e�,F FBPE N..2.. sHEEr�oF 16 74"MAX.OVERALL FRAME WIDTH O 641/2"MAX 64 1/2"MAX O. A WIDTH 0 OVERALL WIDTH 72 1/4"MAX.PANEL WIDTH 35 314"MA) MAX r�p 58 1/2"MAX.D.L.O. � o 36 3/8"WITH PANEL WIDTH ap ASTRAGAL NOTE 2 m O Z O 26 w r 25\ \ = 26 % = d LL a x 25 woj \ \ x 25 \ x � Q ¢LLJ c'o x 1 J a W p G �m = 1 J c^� Q� o� 1D D A _ 1 a NOTE2 B"ND >v w 1 \ �4 ch Yd 1 1 11 m NOTE 2 W o G O 2E NOTE 2 NOTE 2 / g zd 11 B MULL NOTE 2 / NOTE 2 7"MAX. D r:� m D.L.O. POST \ / r 7"MAX. / MULL wOw INACTIVE ACTIVE D.L.O. POST o o U) z I� �Iood o ASTRAGAL A B C D NOTE 2 9 9 NOTE 21 �- 12"MAX. t= PANEL WIDTHof > TRI UNIT(OXO) X a w DOUBLE UNIT(XX) NOTE 2 (OUTSWING IMPACT DOOR WTH 5117 om z w OUTSWING IMPACT NOTE 2 J! m NON-IMPACT SIDELITES) 9 9 W z O 37 1/2"MAX O.V.A. 12"MAX. W�F Y z J NOTE 2 35 3/4"MAX PANEL WIDTH F m FRAME WIDTH PANEL WIDTH an"O rn 0 37 1/2"MAX O.V.A. m 51"MAX 311/2"MAX.D.L.O. �` OVERALL WIDTH a' I FRAME WIDTH TRI UNIT(O/OXO) x z N 70— ¢ (OUTSWING IMPACT DOOR WTH o N �O�� � NON-IMPACT SIDELITE&TRANSOM) o IZ Z o \ N©OTE©2 \ a o f U > 26 � t- �g m Q \ _ \ w 25 F_ = f o cu W F_ o o '2 25 _ =ado S2 p \ = 26 = w J 2 J \ 1 J \ \ J \ J U Ot- p F- J J o w d Z Ill r W Z co O pK a NOTE 2 D NOTE 2 O = 25\ \ p �x°( 0 xo" o o O � J Q / Q W W / ¢ p p NOTE 2 / NOTE 2 `4 x 7"MAX. / MULL w / w ^W D.L.O. / POST NOTE 2 NOTE 2 rn / NOTES: N o r 1- ALL VIEWS FROM EXTERIOR. o C'4 loz/ 2-MASONRY AND CONC�T0ldH1(3TWCTION. m¢ / p —: 12131/09 NOTE 2 A / NOTE 2 A B ��''yy\ O sraL" 112"=1' 9 9 r Nab 7 ,z 12"MAX, I NOTE 2 35 314"MAX. '* J �t owc.--.LUBBECKE 35 314"MAX C D PANEL WIDTH PANEL WIDTH NOTE 2 T T �,p� cNK.ev: S.FREY PANEL WIDTH 35 3/4"MAX. %�O 'Hc ��: DRAW NG NO DUAL UNIT OX PANEL WIDTH SINGLE UNIT(X) 'c me,�,N �4t ( ) SINGLE UNIT(O/X) cam °' fj UTSWING IMPACT DOOR WTH NON-IMPACT SIDELITE OUTSWING IMPACT i� am"y� � ��` JW162009 (O (OUTSWINGNON-IMPACT TRANSOM)IMPACT DOOR WTH I SHEET of 16 NON-IMFePe ��A 6Nlu�oNNm29578 1"MIN. 1 1"MIN m 1°MIN. NOTE 1 1"MIN MIN. 1"MIN NOTE 1 Y �� MIN. 1"MIN NOTE 1 m N*�4TNOTE 1 N MIE 2 9 28 41 H ^Z 1"MIN 28 41 1"MIN 9 28 41 �Z .d 7 5 ,, , p. _ p + 29 T— 29 I29 38 O WT 2 38 36 43 ~ Z U = --J c�2SEE DETAIL A SEEDETAIL ASHEET 15 37 42 O w = 36 43 = Z LU Cq coo SHEET 15g 16 2 w _ g = C7 W Y =cg= 11116"O.A. ❑ wzt = 37 O O w 2i J Q 0 X Z _ _ 2 L0 SEE DETAIL A a w SEE DETAIL A 42 J w -j n 10 11/16"OA. o LU n _ SHEET 15 44 45 46 SHEET 15 z � co LE Y d 37 ^ g a N XXco 36 44 45 46 ¢ wU' Z 37 = W^W O 2 38 I� 000 m 1 �2N 0 co0 2 OXO 0 00 Lu zl w w w w 10 H w � zl z C9 16 I- 'n�Q w > G_ w ¢ 30 w w 30 10 a-Z n< 0 z = p w tez 31 z 31 w Z o rn ❑Z — H ^ 17 d 17 w Q a O O 30 30 u 10 w 2 10 0 g> w r- w w'm 31 31 34 39 Z ^ (!) cw7 34 39 17 17 :.. _� V=O 28 41 Wu 0•y 10 10 m SEE NOTE 1 ❑❑G'0 s n a . C)0 w p wo❑of w z a. � Z 5 1"MIN �cd F- 34 39 34 39 1"MIN `1'w 1" MIN. 1„MIN —I w 28 41 IL VERTICAL CROSS SECTION DOOR/TRANSOM TYP SEC E NOTE 1 g VERTICAL CROSS SECTION 9 DOOR/TRANSOM TYP. MASONRY AND CONCRETE INSTALLATION ❑ V a 9 WOOD FRAME INSTALLATION m Q 0 Z `\\Illlllll//� Z 5 1"MIN I O iii oArE: 12/31/09 1"MIN j w I 1" I NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS ���i �� p S 3"=1' I� MIN. 1-MIN —"'111 LONG AS MINIMUM ANCHOR EMBEDMENT �:' �';� WG, ,.LUBBECKE A VERTICAL CROSS SECTION DOOR TYP. DEPTH,INTO MASONRY,CONCRETE,OR * HF BY: S.FREY \�V WOOD FRAME INSTALLATION B VERTICAL CROSS SECTION DOOR TYP. WOOD IS MAINTAINED. _ fl jr PRAWING NO.: 9 MASONRY AND CONCRETE INSTALLATION NOTE 2-OPTIONALLY,ANCHOR CAN BE PLACED x1 Fpl 3 45 IN NARROW SECTION OF HEAD OF JAMB. p 4r JW162009 CJs arae .y.S3�= FBS SaSGAFLUgn SHEET�OF 16 '/fill I% C6 1"MIN. NOTE 1 m 1„ 1"MIN MIN. 1 = ill w 1"MIN a w 1"MIN NOTE 1 of------111111 MIN. 1"MIN ~ z 5 28 41 Z 1"MIN 9 28 41 m 1"MIN. NOTE 1 �_w I 1"MIN NOTE 1 _ = i^w 1"MIN 28 41 Z 1"MIN 9 28 41 U) g .A. .� �Z 5 .. .. N 29 a. a�. •°e W 29 a= w > CC 38 3� O T ,. 29 m O F- 2 1,- U) SEE DETAILA = c7 �[ U T --I v SHEET A 37 42 p w = ¢H 38 36 43 1- SEE DETAIL A ( 2 Z O Q�? = w _ SHEET 15 36 43 Z W LL co 11/16"O.A.o - = c9 w SEE DETAIL A x Q cn 37 42 = W 37 SHEET 15 36 43 J Q a SEE DETAIL 11/16"O.A. ¢ - 2 16 37 to 44 45 46 ¢ SHEET 15 p LL' 31 ^ Q= 37 44 o a 0 30 31 16 r1 Y d iv 45 46 37 38 ^ z 21 1"O.A. �T � 30 -� LLJ z O - w w O 36 SEE DETAIL w O z 21 1"O.A. O 0 w O W U ` SHEET 12 X w m p O O w 0) w p SEE DETAIL A 0 2 r� SHEET 12 w m 3-(q Q O m v O (r N 36 43 2 22 / 22 / 1 0 q Z v 37 36 43 1 0 31 16 37 21 /�F 21 /� ~ = m w �m� > O 31 p 16 17 (9 a 17 c9 a w XZ N O 30 `� Nir moo- a z w w .-L9 (9 cd v O m rr 0 30olz z 0 En K 21 1"O.A. x � 30 37 30 Z a 0 0 SEE DETAIL A w ¢g p zl 21 1"O.A. O 37 31 34 39 31 SHEET 12 F e\o-1 .J 39 g>- w ❑ SEE DETAILA _ O m C" SHEET 12 co cw9 w 28 41 1 c9 22 / 22 / SEE NOTE 1 9 m Q 0 21 e O V F /ma 21 /m z ° I Dorrz 31 g a .` g 5 1"MIN 2 cd �- 1" IN. - 1"MIN --I o 0 co C7a 17 (9 CL 1"MIN JNw woOW af 17 (7 10 Om D VERTICAL CROSS SECTION SIDELITE TYP. F N / C"\ VERTICAL CROSS SECTION SIDELITE TYP. 10 MASONRY AND CONCRETE INSTALLATION 30 37 30 Z 10 WOOD FRAME INSTALLATION n^F N O Q 39 37 34 39 31 NOTE 1- 1X MAY BE UTILIZED AS AN OPTION ASo c o 1111111111 / LONG AS MINIMUM ANCHOR EMBEDMENT `���� S F, ���im Q O 26 41 DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS MAINTAINED. L✓ SEE NOTE 1 2 co 9 °O ° a'' ° S DAM12/31/09 ° a` N 7 I' SCALE: 3"_T w DWG.EG,LUBBECKE e ='* z * = 5 1"MIN = -a T T i �- 1"MIN. 1"MIN cNcev: S.FREY 1"MIN ale F(a dZP ,N�r3n8� DRAWINGNO- A VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. B VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. �i �ddgPiJ vy JW162009 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION PE Gti au�a,a,�1.9.11R0°' No.P95'!8 SHEET OF 16 FB �dF`8� 114"MAX. SHIM THK7_ 1 1/2" 10 25 1 1/4" SEE DETAIL A MIN.EMB. MIN.EMB. SEE NOTE 4 SHEET 15 0) 30 --1 - SEE NOTE 3 114"MAX.S 1"MIN. > cc THK _j o SEE DETAIL A 18 w C/) SHEET 15 N. 1"MINI 1"MIN. (-) m -J U(�15 . ' `1- z 0 Io CL LL Cm 30 5 w Z W 00 F W �e co EXTERIOR 18 10 1 cz m: ACTIVE 9 z 1"MIN0 U, EXTERIOR < i INACTIVE 90 7 29 8 Lo LLJ 1"MIN 6 _3 ct)SEE NOTE 4 < Lu 0- �A HORIZONTAL CROSS SECTIONLL HORIZONTAL CROSS SECTION 11 VIEW AT ASTRAGAL EXTERIOR %29 \��l VIEW AT DOOR LATCH/SIDE JAMB (WOOD INSTALL) 114"MAX 1/4"MAX. �B HORIZONTAL CROSS SECTION SHIM THK.— \,jl�VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A w 1112- SHIM THK. 0 (MASONRY AND CONCRETE INSTALL) 1 112" SHEET 15 0 MIN.EMB. -- 4 W—w I SEE DETAIL A 1 1/4" MIN.E Ow SHEET 15 MIN.EMB. C)0 U)- @ 28 41 SEE NOTE 4 37 31 30 (21) 06 w 3�N z l"MIN. (�o0 0 O z 1/4"MAX. 2 C-4 31 SHIM THK tj 18 Wb N 0 xfq Er�- 2� Ou w 0 SEE D 10 18 DETAIL A z W U) rg w �-L) I U) l"MIN. -i �: Ol"MIN SHEET15 W U) Z Z V MIN. w 0 w U, F- \@SEE NOTE 2 w z cn31 — 10 18 D 0 30` 0 § z1 MIN EXTERIOR SEE 29 36 4 OF 16 cn w- 0 EXTERIOR w NOTE 4 'z SEE NOTE4@� 4 9 4 411 m c 0 HORIZONTAL CROSS SECTION 1"MIN w 0 /'F W-L) HORIZONTAL CROSS SECTION AT FIXED PANEUSIDE AM rD \,11)VIEW JAMB ��l VIEW AT DOOR LATCH/SIDE JAMB 30 EXTERIOR (WOOD INSTALL) 2:5>- (WOOD INSTALL) NOTES W-m 114"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w 0 w 11/4' rE \ HORIZONTAL CROSS SECTION SHIM THK— MIN.EMB. &15. z z MIN.EMB. —1/4"MAX.SHIM THK. \,Ll,/VIEW AT DOOR LATCH/SIDE JAMB2.SPACING FOR ITEM#12 FROM TOP DOWN: O SHEET 15 (MASONRY AND CONCRETE INSTALL) SEE DETAIL A i o m 6",28-S" =<p ,50-j"73-j". W 0 rr92 SEE DETAIL A z 3.ASTRAGAL SCREW SPACING FOR ITEM 427 0 w z I — 4 SHEET 15 1/4"MAX.SHIM THK. 0 0 0 2� 1 1/2" 37 FROM TOP DOWN:J',3-j",20",24-j",54-4",59" 0 0 CD 55 MIN.EMS. 21 30 75--l"&78-�. 0> 3 SEE DETAIL A 4 w— SHEET 15 w 31 3 21 18 4.IX BUCK MAY BE UTILIZED AS AN OPTION p 1822 21 30 31 37 AS LONG AS MIN.ANCHOR EMBEDMENT ——— 22 22 DEPTH,INTO MASONRY,CONCRETE,OR 2� 2� WOOD,IS MAINTAINED. w SPACING SAME 5.TAPCON(ITEM#9)ANCHOR SPAC f 6 cli 18 4 EXTERIOR Q As WOOD ANCHOR(ITEM#5�JFACING. 6,OPTIONALLY,ANCF 'A'24 D IN EXTERIOR NARROW SECTION 0 m<z O SEE NOTE 2 12 36 43 28 41 DATE: 12/31/09 28 41 36 43 12 SEE NOTE 2 SEE 212 SEE NOTE 4 SEE NOTE 4 EXTER 36 43 29 28 41 SEE NOTE 4 1'�l HORIZONTAL CROSS SECTION SCALE: 3- 1�j VIEW AT FIXED PANEL/SIDE JAMBDWG.BS.LUBBECK (MASONRY AND CONCRETE INSTALL) TT /—G"� HORIZONTAL CROSS SECTION -)3 11 VIEW AT FIXED PANEUSIDE JAMB HORIZONTAL CROSS SECTION '9 Bad (MASONRY AND CONCRETE INSTALL) VIEW AT FIXED PANEUSIDE JAMB '31- '-g %E 99fttA (WOOD INSTALL) Baa FBPECe Ht6drlSlbn No.29578 SHEET�_OF 16 35 114"MAX 35 SHIM THK.TYP. 25 1 1/2"MIN. 38 SEE DETAIL A B 38 10 10 EMS P. 37 19 31 30 21 30 31 18 19 30 31 30 31 1 22 21 37 SHEET'15 Cp 22 n 46 44 42 46 rn a 0 SEE NOTE 212 5 5 U J 7 8 36 43 1 SEE NOTE 2 36 43 2 20 EXTERIOR Z 0_ LL <CSI 6 EXTERIOR E ERIOR Z w =co A HORIZONTAL CROSS SECTION �B� HORIZONTAL CROSS SECTION SEE 41 28 29 3643 45 37 29 8 41 ?� J Q v 12 VIEW AT HINGED PANEUSIDE LITE AND MULLION NOTE 4 SEE NOTE 4 0 ^ Qin 12 VIEW AT FIXED PANEUDOOR LATCH AT MULLION - J CO J= C HORIZONTAL CROSS SECTION c) y d 12 VIEW AT FIXED TRANSOM 1/4"MAX (WOOD INSTALL) 1 1/4"MIN. SHIM THK.TYP. 1/4"MAX. EMB.TYP. w 1 1/2" SHIM THK. NOTES Lu a 38 SEE DETAIL A 38 SEE DETAIL Awaw SHEET 15 MIN.EMB. SHEET 15 1 FOR b ANCHOR SPACING,SEE SHEETS 13,14 O O U)3 g1 2.SPACING FOR ITEM#12 FROM TOP DOWN: 0 O z 46 44 42 10 19 2 20 6" 28 a",50 B" 73-}"• N 0 O a 3.ASTRAGAL SCREW SPACING FOR ITEM#27 O x C7 M I- 0'7 z CIO a m FROM TOP DOWN:}",34",20",24-j",54-4",59" 0�- X:W z z °z 75-j"&78-1". w-� J z N z z 0 2 -2 4.1X BUCK MAY BE UTILIZED AS AN OPTION 'w0 m O ° w //jj/// ;;`. .`' %' AS LONG AS MIN.ANCHOR EMBEDMENT 0 m� w 5 /jj/j///j :. .: t. ':` 5 to C7 w I-L) '°° ' /. DEPTH,INTO MASONRY,CONCRETE,OR X�z 0 36 43 _ WOOD,—MAINTAINED. =O O 29 45 37 29 50 2 30 EXTERIOR 5.TAPCON(ITEM#9)ANCHOR SPACING SAME z o °SEE 41 28 EXTERIOR 28 41 SEE SEE NOTE 4 28 41 29 AS WOOD ANCHOR(ITEM#5)SPACING. w O 9 NOTE4 NOTE4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN r[)', HORIZONTAL CROSS SECTION_ E HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. g} 12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCH/SIDE JAMB m m (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) r 1" IN.. w 1"MIN. 1"MIN Z Z O 5 =¢Z 1 1/4" 1/4"MAX. 1 112° W 0 d y MIN.EMB. SHIM THK. SEE DETAIL A MIN.EMB. :1 1/4"MIN.EMB. 0 w-z SHEET 15 —r O O O 3 9 8 W o W z_ 3 m: of 10 19 2 20 MIN 1/2"GLASS BITE SHIM THK. 9 1 2 3 4 "' 1/8"TEMPERED SEE DETAIL A 10 r w m p SHEET 15 z� z OPTIONAL MASONRY AND CONCRETE INSTALLATION o N p �z �� 13/4" 3/4"AIRSPACE FOR HEADERS AND JAMBS ``,�11111�//����� w 9 d ///// //j SEE NOTE 5&6,THIS PAGE `��` g F. U) j/// � ...... 0 : \G¢ % �p Dare 12/31/09 48 2 30 118"TEMPERED t � SCALE: 3"=1' 29 EXTERIOR INTERIOR _* * _ DWG.e8•LUBBECKE . v . TT OF � = SEE NOTE 4 28 41 GLAZING DETAIL A CHK.BY.- S.FREY SCALE:6"=1'-0" �0 L® �e � DRAWING NO- _A r ` HORIZONTAL CROSS SECTION %�q"4ePFn�•Thrf; 12 VIEW AT DOOR LATCH/SIDE JAMB �e �Rdd"l JW162009 (MASONRY AND CONCRETE INSTALL) FBPE�Cedlk4h6AdnYNo.39s)B sHEEr12 of 16 69 1/2" �- 39 314" 7 1/2" SEE DETAIL E SHT.15 (BOTH JAMBS) 81 3/4"MAX FRAME HEIGHT(INSWING) 80 1/2"MAX FRAME HEIGHT(OUTSWING) 5" 5"TYP.—1 I 1 1 1m U)2> - —� m m o �g= m m -mi R,Z O = oA mm N02 mDa G) c0 (1f � i, 8 r go b�() v Z' — cO — — — zz 1m 0 w rn m r m � I I I 1 J m14"MAX.O.C.TYP. .iim 1m ,0 �o Nm mm D � O m 14"MAX.O.C.TYP. 3"TYP. 5 1/2" 39 3/8" C m r r m SEE DETAIL G m 0 SHT 15 m 951/4'(INSWING) D_ 94 1/2"(OUTSWING) 13 1/2" 71 OZZ --1 5"TYP. 3"TYP. —{ °i m 0= I I I"z0 62 - - OCGZi — — J—!. b COS G)co ml Z KN — :0 -� oa! to Z m xz I I N O 0 � D — I n cn z _ m - 0 K m 0 X U 00 69 3/8" ":1Oad�*rrri = 39 5/8" cn m m m m m $gym Zf an 1m 73/8" -xim ,-xim ppp S80 80 a v 0 r r SEE DETAIL E r � �c) c 0 x m�$ SHT.15 o o o PRODUCT: m f m CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. 65 6-0x6-8(XX)&54x6-8(O/OXO) IW N y C N W INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. g -n �� a B 10.27.14 5TH ED CODE CHANGE SM PARTORASSEMBLY: KLAMATH FALLS,OR,97601 m ;0m m A 12.01.11 2010 CODE CHANGE JLA I°f m NO DATE DESCRIPTION BY ANCHORING LOCATIONS PH.541-882-3451 m REVISIONS INSWING/OUTSWING I 14"MAX.O.C.TYP. I I IF SEE DETAIL G 5 1/2" 39 3/8" SHT 15 c ® �w r f m 81 3/4"MAX FRAME HT.(INSWING) w =m B1"MAX.FRAME HT.(OUTSWING) y 0 F En 2>5 "TYP. 5"TYP. z D O w D*0 m z0 mZ� X022 OZ N OZ —i �F �i CL) y0 _ Fn b�0 b zD — " > O� G)=1 81 3/4"MAX FRAME HT.(INSWING) co rn zz 81"MAX FRAME HT.(OUTSWING) Km zS2 o v x Z 51/2----I_ 39 1/2" O> m F ® Z m m =i SEE DETAIL G 5"TYP. SHT.15 5"TYP. 69 3/8" m(D cn -4 m Am 39 5/8" 0 O w mi -I C� m in i�m 7 3/8" • D � ~` SEE DETAIL E ( I f I 1 SHT 8 \J 14"MAX.O.C.TYP. SEEDETAIL E wch 95 1/4"MAX FRAME HT.(INSWING) SHT.15 xi m - 94 1/2"MAX FRAME HT.(OUTSWING) / 00 ,0 1 m 5112" _f 39 1/2" 13 1/2" D cn m 71/2" 39 3/4" -I 3"TYP. 0 SEE DETAIL G 69 1/2" SHT.15 ^; 5"TYP.w 3 5"TYP.---I 5"TYP. cq C - I IT -I coz II I I I I F§m I I I I� I zz 0 OX I'1� -r0— N (1O I I\ zI ( I I I I Lu y >ZG) J �- -� 14"MAX.O.C.TYP. Z m m =m m m cn 0 Cim -im x _ zco)cn _ _ �m `nom w-m 0 i _ SEE DETAIL E D 0 N D SHT.15 —� -'� r 3"TYP.x ao z F T O X 3 7 1/2" w 0 39 3/4" x ```��Nif7lrNrr� z 691/2"cnI yi0,6d ., T 'rrrrrr7nnN�`� o x o > PRODUCT: m f CONTOURS STEEL DOOR,WOOD EDGE JELD WEN, INC. 6-0x6-8(XX)&5-4x6-8(O/OXO) r rn o 0 F w INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. o N o B 10.27.14 5TH ED CODE CHANGE SM PART ORAsseMeLY: KLAMATH FALLS,OR,97601 w m w A 12.01.11 2010 CODE CHANGE JLA Irn m OOUTSWINGHORIZONTAL PH.541-882-3451 j m NO DATE DESCRIPTION BY CROSS SECTIONS REVISIONS SEE DETAIL I ;"C-SINK. NOTE FS / 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. u P• 3"TY SEE DETAIL B�. \ 2-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. 0 I / WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. O 3"TYP•rl / DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR U L 1 SCALE:6"=1'-O" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENTI Lo . T w IS MAINTAINED. Z p Q m ¢ W LL c\j w Go `L Xao Z m w 1 I o 1 34 39 47 12 Q m ;° Lo 3 w m w ^ w �__ _ ^ Q= a m m \ UJ � Y d 0 � Ci 0 2 / O _ _ 3 ,\ / ' 23 DETAIL D LL ASTRAGAL w 1 28 TOP STIKE PLATE2 2 ❑ w n LU_LU g 1 3 4 28 SEE NOTE ❑0 0 0 z � m 1 5 1 #2 B 7 O�Q 0 ��O H TYP• DETAIL B DETAIL C a N 2CORNER DETAIL AT HEAD CORNER DETAIL AT SILL 7 7 o Y Z 0 J 11 I I I I I I / 0�� �W MULL r / Z / MULL `\ /' \\ DETAIL E m 0-6 —SEE DETAIL C t� HINGE DETAIL Z N Z v 0,6 c) c ¢ 27 oz Z o ANCHORING LOCATIONS TRI UNIT INSWING/OUTSWING UNIT(OXO) m IL 00 SCALE:1/2"=1'-0" 27 49 DETAIL a a ASTRAGAL BOTTOM �g r INSERT PLUG(INSWING) m m DETAIL G w w #8 X 2 1/2" 38 23 LATCH&DEADBOLT STRIKE 47 0 WOOD SCREWS 27 PLATES _�zo TYP. O_ wUn.❑ 27 0000 2 11 34 39 38 Oo 0 W co wo❑> 24 27 NLucf ZZ �I DETAIL F v ASTRAGAL BOTTOM(OUTSWING) N o¢ O N❑ 2 NOTE(S): ��� SES F O �im¢Z 1-ANCHOR SPACING FOR BOTH 35 \� °ATE 12/31/09 1 4 INSWING&OUTSWING. � T";NCy 7 �•.O scA�E AS SHOWN 2-SCREW#28 IN DETAIL C,NOT USED IN (XX)CONFIGURATION. T TOF °WG BG•LUBBECKE DETAIL H ! : <u CNN.BY: S.FREY CORNER DETAIL AT TRANSOM MULL '�O; IN ON9°�V.E��`� DRAWING NO, DETAILI ®fe ...s� e JW162009 roarya Beac.M MULL POST SILL SIMILAR FBPECIO N°.29578 SHEET 16