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HomeMy WebLinkAboutProduct Approval (2) NAMI NOTICE OF PRODUCT LINE ' Jgj CERTIFICATION PEP.M1-1-Ti PiG St. Lucie COUnty, 'FL Certification No.: N1010116-R4 Page 1 Date: 02/11/2010 ° Revision Date: 10/12/2016 Certification Program: Structural Company: JELD-WEN z � Code: 1822-1 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 a,proved certification� label u must be applied to the product to claim certification status. Please review and ad se N' if y correctns are required to this document. " Company: JELD-WEN 3737 Lakeport Boulevard Klamath Falls, DR 97601 Product Line: Jeld-Wen's "Energy Saver/Contour" Impact Rated Wood Edge 24. Gauge Steel Side Dinged Doors Test Report: SJW2009-199 SJW2009-199 Addendum 06/09/2014 /SJW2009 200/SJW2010-001/W-1685/W-1695/W-1788 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consisted of finger jointed pine wood head and jamb members. The frame jambs were milled and joined to the frame head using a rabbet joint and four(4) 1.6 mm x 11 mm x 51 mm(16 GA x 0.483" x 2") staples per corner. The frame sill was square cut, sealed with a foam gasket and joined at each end to the frame jambs using three (3) 1.6 mm x 11 mm x 51 mm (16 GA x 0.483" x 2") staples through the jamb and one (1)4.2 mm x 51 mm(#8 x 2) flat head screw through the sill per corner. 1.2 Door Leaf Construction: Each door leaf consisted of a 0.71 mm(0.028") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The door leaf face sheets were glued to the core and laminated veneer lumber(LVL) stiles and top rail. 1.3 Side-Lite Construction: Each side-lite consisted of a 0.53 mm (0.021") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The side-lite leaf face sheets were glued to the core and laminated veneer lumber(LVL) stiles and top rail. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 Certification No.: N1010116-R4 Page 2 1.4 Glazing(where used) Sidelites- The overall insulating glass unit comprised of two (2) panes of 3.2 mm(0.125")nominal tempered glass. Transom-The overall insulating glass unit was comprised of two(2)panes of 2.2 mm(0.087')nominal annealed glass. 1.5 Mullions:The laminated veneer lumber(LVL) integral mullion was milled at each end and fastened to the head and sill using three (3) 4.2 mm x 64 mm (#8 x 2.5") flat head screws. The combination mullion consisted of, finger jointed wood frame head of the OXO SHD joined with finger jointed wood frame sill of the fixed transom.The mullion joint was fastened on the interior and exterior sides using one(1)27 mm x 13 mm x 0.64 mm(1.063" x 0.5"x 25 GA)corrugated nail at approximately 51 mm(2"), 152 mm(6"), 343 mm(13.5"), and 610 mm (24")from each end. Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Global 2.3 Sills: Out-Swing-AFCO Model 117TH973 Out-Swing-AFCO Model J-2297 In-Swing-Endura ZAILP56WMF120 In-Swing-AFCO A-276(In-swing single door only) 2.4 Hardware: Kwikset Lock Series 400 Kwikset Deadbolt Series 6600 See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you have any questions regarding this certification,please contact NAMI at(804)684-5124. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 NOTICE OF PRODUCT CERTIFICATI01�1 Company: JELD-WEN Certification No.: NI010116.01-113 Page 3 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls,OR 97601 Expiration Date: 12/31/2026 Revision Date: 10/12/2016 Product: Series "Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o 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& Outswin Opaque Size Pos/Ne ( s Rated Comments X US Opaque 3'2"x 6'10" 4-551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:J W 162009(1-16)/AO 11271 X O/S Opaque 37"x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single Wind Zone 4 (06/09/2014)/PER 2947AV-1 685/W-1695/W-1 788 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:JW162009(1-16)/A011271 XX 1/S Opaque 6'2"x 610" +55/-55 psf 0.0 psf Yes .SJW2009-200/SJW2009-199/SJW2009-199 Addendum Rind Zone 4 (06/09/2014)/PER 2947AV-1685/W-1695/W-1788 Double Missile Level D Max Panel Size:3'0"x 67" Anchor Details:JW 162009(1-16)/AO 11271 XX O/S Opaque 6'2"x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Double Wind Zane 4 (06/09/2014)TER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:JW 162009(1-16)/AO 11271 National Accreditation& Management Institute,inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: `'Zi NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Certification No.: N1010116.02-R4 rage 4 N, 3737 Lakeport Boulevard Certification Date: 02/11/2010 •> �,, Klamath Falls,OR 97601 Expiration Date: 12/31/2026 i _ w b Revision Date: 10/12/2016 a Product: Series "Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o Side-Cites 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 clamn 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 OX/XO IIS or Door-Opaque 4'3"x 6'10" +55/-55 psf. 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum. Single wlSidelite O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06/09/2014)/PER 2947/W-1 685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67" Sidelite DLO:7"x 63"Glazing:IG-118"Tempered Glass Anchor Details:JW 162009(1-16)/A011271 OXO I/S or Door-Opaque 5'5"x 610" 1_55/-55 psf O.O psf Door-Yes SJW2009-200/SJ W2009-199/SJ W2009-199 Addendum Wind Zone 4 (06/09t-014)/PER 2947/W-1685/W-169.5/W-1788 Single w/Sidelites O/S Sidelite-Glazed Missile Level>] Sidelite-No Max Panel Size.3'07'x 67" Sidelite DLO:7"x 63"Glazing:IG-118"Tempered Glass Anchor Details:JW162009 1-1b iA611271 O/X 1/S or Door-Opaque 3'2"x Tl 1 +551-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendumn Single w/Transom O/S Sidelite-Glazed Wind zone 4 Sidelite-No (06/09/2014)/PER 2947/W-1685/W.4695/W-1788 Missile Level D Max Panel Size:3'0"x 67' Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:JW 162009(1-16)/AO 11271 O/OXO I!S or Door-Opaque 5'5"x Tl 1 +59-55 psi' 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Single wlSidelites O/S Sidelite-Glazed Missile Level D Sidelite-No . Max Panel Size:3'0"x 67" &Transom Transom-Glazed Transom-No Sidelite DLO:7`x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:JW162009(1-16)/AO11271 t National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax: (804)684-5122 - s, ` RAMI AUTHORIZED SIGNATURE: k Yom, T 0 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 8-0(O/OXO) ��36 3/8"WITH _ SHT#1 DESCRIPTION p INSWING/OUTSWING 1 INSWING ELEVATIONS&GENERAL NOTES 24 GA.STEEL IMPACT DOOR SYSTEM ASTRAGAL 2 INSWING ELEVATIONS rn 3 INSWING ELEVATIONS&BILL OF MATERIAL GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m 0 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 U CE J BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z O Q co - 8 OUTSWING ELEVATIONS 0- LL ri1 SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS x 26 W co HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. O 9 OUTSWING VERTICAL CROSS SECTIONS IZ Y =00 NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = O x 10 OUTSWING VERTICAL CROSS SECTIONS Q H r J 25.,• O 11 OUTSWING HORIZONTAL CROSS SECTIONS J Q a 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER w x 12 OUTSWING HORIZONTAL CROSS SECTIONS < LOADS TO THE STRUCTURE. D J ch 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR w1711 W 13 ANCHORING LOCATIONS Y 20_ > 6 D 6" D 6 z 14 ANCHORING LOC _IONS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O u✓ a, 5 A CARING L 1 & 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. X Q Q 6 \ / 6''-'. 6 U:IT COMPO TS I - 5. SCALE BASED ON 11x17 SHEET SIZE. NOTE 2 NO 2 r 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 'v 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES \\ / / �•, P v AND TRANSOMS, mv�ll � � w 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION w w REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN O w INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH __ -- - , O O CO INACTIVE ACTIVE CO O LENGTH/OH HEIGHT IS 1.0. y I '.`: ` O a z ASTRAGAL o X(f) DOOR LEAF CONSTRUCTION: O l z DOUBLE UNIT(XX) NOTE 2 � w z ^,�� �1 �"`{ r o FACE SHEETS:THE FACE SHEETS ARE GLUED TO IVO P ��4 C( w w En THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) w x-X=- i O w � ZZ CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND u,;;Q m w PEi�ff4!—CT G V)6 W Nc� DENSITY EXPANDED POLYSTYRENE(EPS). C;OL,ntVr FL o PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF St.Luc i o u;z 0: 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA TABLE 1 o O at SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90°OVER THE 1.688"X 1.0" a O a LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL DESIGN PRESSURE RATING 1 1 CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK BLOCK IS 1.688"X 3 1/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: EEn 1 m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING 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 TRANSOM W/O SIDLITE OR TRANSOM v=O FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. POSITIVE +55 +55 w O a n THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING o w w z CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 00 p 0 O ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM p O w FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o o w THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING 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 SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES NOTES: w JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL 1- ALL VIEWS FROM INTERIOR. STAPLES THROUGH THE JAMB. THE MULLION TO DOORISIDELITE IS o c�.i o ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7116"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUC �t 1I Ili,,� CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE `�%%%ES F. O �� m¢O RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" z 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 : i1 f� : DATE: 12/31/09 METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE gson:signed r Hng this.document PX �: O BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:i am approving this document SCALE 112-=l' CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" OF THE-EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 10.04:34-05'00' _* ? * = owG.evG.LUBBECKE SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT N PLACE WITH 16GA X 7116"X 2"STAPLES. = v T T cY = ;3 THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" CHK.ev: S.FREY 0 ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE F577 � DRAWING NO.' i a*�aP•� TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS �� B „Mv e'^9D° �� JW162009 , I a LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. FSPE Cwt 8�MyyI g b4l".F44 N.2 518 SIfEET 1 of 16 A'� . 64 1/2"MAX OVERALL WIDTHIIII 64 1/2"MAX O.V.A WIDTH�� 51"MAX =0 58 1/2"MAX.D.L.O. I 35 314"MAX PANEL WIDTH OVERALL WIDTH I �{ 1 II o D N m OTE 2 26 f 26 f \ > oC m O 26 'f F =77 Lu z O ¢co 25 = x 6 \\ \ a co ¢Ei W Y =coo F -� '� G 6 <^ J w o > J Q T o 0 �a^ 61�9 o o a 7 6 0— T, o I� 2Lo w w o a NOTE 2 p D 6 a NOTE 2 NOTE 2 J Do Q J o G \ 6 0o om $ / NOTE 2 s2 / -Wi Y 0- LL X 6 B 4 v v a NOTE 2 2 n / 7"MAX / MULL POST w B. NOTE 2 7"MAX. o / Dcl) .L.O. / D.L.O. / Q_,w 0 / / oxw 7"MAX' / MULL POST o o'n z II D.L.O. / O`p¢ z 12"MAX. C A a / C D NOTE 2 NOTE 2 w PANEL WIDTONOTE 2 oxo 5 4 4 I � H ?z w TRI UNIT(OXO) TYP. 12"MAX. NOTE 2 0 w PANEL WIDTH 35 3/4"MAX w cn P` B NOTE 2 (INSWING IMPACT DOOR WITH PANEL WIDTH X j m z 5 5 4 4 12"MAX. NON-IMPACT SIDELITES) cn m O i'- NOTE 2 PANEL WIDTH DUAL UNIT(OX) o z m Z 35 3/4"MAX TYF 37 1/2"MAX O.V.A. (INSWING IMPACT DOOR WITH F 58_ a PANEL WIDTH FRAME WIDTH ,I 0 O o rn ¢ NON-IMPACT SIDELITE) MULL POST o z z o 00 IT TRI UNIT(0!0X0) a O a (INSWING IMPACT DOOR WITH \ g m NON-IMPACT SIDELITES&TRANSOM) \ 26. = z 0 o ¢zz = 2 U20 c� 25wOa W Q OWEZ 0 x ac 000 w o O O n z p-o' W 0�W a 7 6 xo a x B < a 7 / NOTE 2 / NOTE 2 Mol w r NOTES: / N O Q 1- ALL VIEWS FROM INTERIOR. / 2-MASONRY AND CONCRETECONSTRI�6V1ljIYI..fill, O ��,�� m a°z QO DArE: 12/31/09 sGAL: 1/2"=1' 4 B NOTE 2 =* 7 _ Mr.BP3.LUBBECKE _ 35 3/4"MAX. "o T T F a PANEL WIDTH DRAWIN AOS; � E �u/ : S.FREY DRAWING NO.: ItirtJa e•�•ND•hi1B-\ `\ SINGLE UNIT(X) JW162009 (INSWING IMPACT) p�q)D¢e F p FBPE Grif.6IAJIWiI�iLi No.24518 SHEET 2 OF 1F it _ Item DESCRIPTION Material 37 112"MAX O.V.A. 1 HINGE JAMB 1 1/4"X 4-9/16"FINGERJOINTED PINE PINE O 2 HEAD JAMB 1 1/4"X 4-9/16"FINGERJOINTED PINE PINE FRAME WIDTH 3 LATCH JAMB 1-1/4"X 4-9/16"FINGERJOINTED PINE PINE 31 1/2"MAX.D.L.O. 4 SIDELITE JAMB(1-1/4'X 4-9116"FINGERJOINTED PINE PINE ^` + 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112"MIN.EMBEDMENT STEEL C. 6 4"X 4"BUTT HINGE 12GA. .089"MIN STEEL n 7 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL O NOTE 2 � 8 1#10 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL J tr } 9 3/16"ITW BUILDEX TAPCON WITH 1 114°MIN.EMBEDMENT STEEL 00 O 10 COMPRESSION WEATHERSTRIP FOAM f— U)"'oF 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM Z oO J co 12 #8 X 2 112"PHILLIPS FLAT HEAD WOOD SCREW STEEL Z W LL 26 \ w 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM LU co F J 14 NOT USED z: Q Q = 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL wLLJq 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL WCO J= J O°3 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL `L Il w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL Lu a 7 p g g 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL a 20 LOCK BLOCK 1-11116"X 3-118"X12 FINGERJOINTED PINE TREATED PINE CD 21 ODL LIP-LITE FRAME PLASTIC w r W NOTE 2 / NOTE 2 rn 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS O OF- w 23 16 Ga.7/16"CROWN X 2"LONG STAPLES STEEL oz- O d z w / 24 CORRUGATED NAIL 112"X 1-1116"25 GA. STEEL 3 O Q / 25 KWIKSET LOCK SERIES 400 STEELO z a W 26 KWIKSET DEADBOLT SERIES 660 STEEL O Y z w J 27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL o m 3 w 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w w z w0 C D NOTE 2 29 NON-COMPRESSION SHIM WOOD ~ m 35 314"MAX 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM m O W m PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS r D9 ¢ Z A-525 COMMERCIAL QUALITY 0.021"MIN.THICK. °z o SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL O O (INSWING IMPACT DOOR WITH F35 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 OUTSWING THRESHOLD AFCO MODEL I1TTH973 6063-T5/COMPOSITE ALUMINUMION �g} O'm MULL POST.EDGE GLUED FINGERJOINTED PINE PINE O w 318"ROUNDED SCOTIA PLASTIC ¢zz SILICONE BEAD DOW 1199 SILICONE =iO JAMB,1-114"X 4-1/2"FINGERJOINTED PINE LVL w O° n 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM O wo U O 40 ASTRAGAL BOLT 0.313 DIA. STEEL p Ow O 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w O o w =o 42 11116 O.V.A.INSULATED 1/8"ANNEALED GLASS GLASS N 43 1"STEEL BRAD STEEL _ 44 ALUMINUM GLAZING SPACER AL.ISEALENT Lu 45 GLAZING CLIP CELLULAR PVC NOTES: 1- ALL VIEWS FROM INTERIOR. o c�Qo 46 SASH CELLULAR PVC 2-MASONRY AND CONCRETE CONSTRgQ('0SV 47 STRIKE PLATE GLOBAL STEEL ����$F. O /ill m Q O 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC ^�r \�. {, O DATE: 12/31109 7 _ SCALE: 1/2"-1' - DWG.er..LUBBECKE � v . TT 3a = cHK.ev: S.FREY - - �O DRAWING NO.: �i���CF1u'fa.a,�,Np rs7rsG� `� �� JJ•Y © Lnyp � J W 162009 FPPE Gn..fA��drkSiloTNo`n 29578 SHEET 3 OF 16 1 1"MIN m 1"MIN. NOTE 1 1 1"MIN —1"MIN. MIN. 1"MIN NOTE 1 1 N wMIN. 1"MIN NOTE 1 C6 y 1"MIN — I 1"MIN 9 14MINr 1"MIN 9 28 41 0 NOTE 2 NOTE 1 NOTE 2 28 41 _z co ¢x `mow 28 41 °< �= g e 29 n } a .. m a' 2 } 29 } �— / �! } 29 38 U 't ----a— m ► 1 m _z o CS a�2 38 36 43 w d <c� F = / is Z LU co �z r = c7 z } ulY2ao X Y SEE DETAIL A a ¢_ SHEET 15 37 O _ 36 43 SEE DETAIL A :..': 16 t 42 = w ~ = p n g Fn SHEET 15 10 = 16 11/16"O.A. o w 2 a= 37 } m z 42 ci wW= W M Y 0_ SEE DETAIL A 10 a LL SEE DETAIL A —11116"O.A. J SHEET 15 44 45 46 SHEET 15 X Z W 37 ti g N¢� X w 38 } 44 45 46 ¢ w ... ! z _ I 37 w,-.w O 2 38 00 Lu O u) O9O w , /.G 0'.(.9 vZ V w _ O O W 16� G Oma- J x F- J w w ix w J 10 O wz Z X z� w C7 16 r X O F- d w ¢ F- O w S V) O z W n X = O u) �w, > 30 w z w30 10 x F Ooo� z ¢ w mo 3 z 31 a z O 31 ¢ z d a V a 17 O O b) 17 w w m m 32 n 32 w z_ En w Lu � 30 30 Lu I z¢ 11 31 11zz UUF 31 28 41 11/2" ® ON. O�� 17 17 SEE NOTE 1 EMB. 9 Q. d 1 w o O> Lu of 32 32 w } 4 } N ? 5 --I 1"MIN —�1"MIN 1"MIN. 1"MIN F — ' No¢ 28 41 ® }1 112" C VERTICAL CROSS SECTION,DOORITRANSOM TYP. rD"� VERTICAL CROSS SECTION.nodAff HANSOM TYP ^m SEE NOTE 1 IN. 9 4 WOOD FRAME INSTALLATION 4 MASONRY AND CONCRET15N ,,. T m¢O a d � , „ i z EMB. a DATE: 12131/09 5 1"MIN NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS - 7 _ -• SCALE: 3'=l' — LONG AS MINIMUM ANCHOR EMBEDMENT =_* ! * = D'NG.80.LUBBECKE A 1"MIN I'- MIN1 , 1"MIN DEPTH,INTO MASONRY,CONCRETE,OR _ T F W CHK.BY: S.FREY VERTICAL CROSS SECTION DOOR TYP. WOOD IS MAINTAINED. <u 4 E DMWWG NO.: WOOD FRAME INSTALLATION g VERTICAL CROSS SECTION DOOR TYP. NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. �i�,p� � � ���0� JW162009 d � FI.y''ppQQa ' FBPE CM.'EIIW{,IAzVAdnNo.29518 SHEEIL 4 OF 16 Do 1"MIN. NOTE 1 Di 1" 1"MIN 1" w 1"M28 41 a w MIN. 1"MIN NOTE 1 m MIN. 1"MIN 5IN Tl"MIN 9 28 41 x Y 4 r6 1 M N, NOTE 1 �z� ~1"MIN _ 9 NOTE 1 T v7 29 a, ¢ Q w 28 41 — 28 41 z 5 0 ztco cn 29 — »11 I m O l2 'SEE DETAIL Aw U JSHEET 15liz w x ¢F 38 36 43 = SEE DETAIL A -� ZIL �a m _ SHEET 15 - 36 43 �J Z W 00C7 w SEE DETAIL A 3 uJ Y =a0 z 37 4 2 r w 37 SHEET 15 36 43 Q 4 SEE DETAIL A X U' 44 N x 11116"O.A. ¢ 16 37 t� a a SHEET 15 g 0 z 31 J m g= 37 45 46 _ o d w 31 16 m Y d r N 44 45 46 ^ ¢ m 30 38 _ 37 LLI x 21- of ix30 (9 cn . I IV W 0 X W W (] _ �I ` 38 SEE DETAIL A 1"O.A. w z O w 21 0 O 0 O F- v — { SHXF- EET 12 z io 1"O.A. w O O w .._..._. � r ! — O SEE DETAIL A^ co z'O Q V 22 SHEET 12 \ \z I o � En 36 43 '..._ _ ! 22 1 � o Yx z w ❑�— J 37 - 36 43 21 I 21 ' -'°� W F } V 31 16 37 1 �a 1u)n. Px=o m � 31 16 31 (D iL 31 �a c x z (D 30 17 . E 17 -4 r�o� ¢ z x o° o w O 30 rU ^O m oz z w 21 p x w 37 30 37 30 w 2 0 — a z SEE DETAIL A w p X 21 p Z a a SHEET 12 1"O.A. — �o w O � \\ z 1 O.A. F- �o 15 11 wgm o SEE DETAIL A w (`Jam` SHEET 12 z °'o 11 15 w Ow zz f + 22 41 za --- 4 1112- - 1 a z z 21 1 21 1 SEE NOTE EMB. 9 w0 v a Z 1�d 5 00a)0 31 oa 31 J� 1-MIN h o�w> d a 1"MIN 1"MIN. 1"MIN w o 0 w Ir c\l17 17 C VERTICAL CROSS SECTION SIDELITE TYP. D VERTICAL CROSS SECTION SIDELITE TYP. N m 5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION 37 30 37 30 w qi,Z NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR 15 � EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS 11 MAINTAINED. 41 28 1 1/2" y Q �� DATE MIN. . r: :O 12131109 SEE NOTE 1 EMB. 9 * 7 _.* scuE: 3•=1' UNG.B&LUBBECKE 5 1"MIN a T T 411 : S.FREY CNN.BY: 1"MIN I— �- 1"MIN.' 1"MIN --{ % O E DRAWINGHD.: . �i ioirt�oPE yIP0577 �Z A VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. B VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. ix,yt10°tlCs�q�` JW162009 5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION FBPE�Ce�C6RAJ16F1#LiN..29578 SHEET OF 16 _ 114"MAX. SHIM THK.+ 1 112" 25MIN.EMB. 13 10 _ 1 114 SEE DETAIL A O 30 MIN.EMB. - O 19 SEE NOTE 4 28 41 SHEET 15 4 SEE NOTE 3 27 19 3111 1/4"MAX.SHIM 1"MIN. > CC THK.jr m 0 SEE DETAIL A S1 0 SHEET 15 1"MIN. 18 10 C) I-- J ._._.. 1"MIN. 1"MINI Z O ¢c? 30 31 20 31 101 } } co ZLij Y 2 Cco0 INTERIOR 18 1"MING INTERIOR 0 Q Q T INACTIVE ACTIVE ::;t p 9 w 30 7 8 ^ 2 Lo Lu 1"MIN 29 28 41 SEE NOTE 4 Lu n J= A HORIZONTAL CROSS SECTION p C HORIZONTAL CROSS SECTION co Y a 6 VIEW AT ASTRAGAL INTERIOR 30 7 6 29 g 6 VIEW AT DOOR LATCH/SIDE JAMB (WOOD INSTALL) B HORIZONTAL CROSS SECTION 1/4"MAX _1/4"MAX. SHIM THK.— SHIM THK. 6 VIEW AT DOOR HINGEISIDE JAMB SEE DETAIL A w z 1 1/2" (MASONRY AND CONCRETE INSTALL) 1 112" SHEET 15 p 0 MIN.EM . 4 w ,w P SEE DETAIL A 1 1/4" MIN.EMB. o x H w SHEET 15 MIN.EMB. 28 41 SEE NOTE 4 + 37 31 pod cn 30 1"MIN. 114"MAX. 4 21 2 m 0 ?: O co 31 SHIM THK. _ Z 18 \ O x z v w 10 18 1 SEE DETAIL A z p Q F- MIN 5 1"MIN. SHEET15 g as z Z 1"MIN. I.��-- W x H J p 5 s 1 � w � 31 L_ . . :.... of� w , 10 12 SEENOTE2 U),bz m 0 8 0 30 O 18 INTERIOR ~D o- a 29 7 Zt"MIN SEE 41 28 29 364 p O � SEE NOTE4 28 41 6 INTERIOR 1"MIN w I 9 4 °Z z U) NOTE 4 F HORIZONTAL CROSS SECTION 20 a z D HORIZONTAL CROSS SECTION 6 VIEW AT FIXED PANELISIDE JAMB 6 VIEW AT DOOR HINGEISIDE JAMBINTERIOR 29 0 30 (WOOD INSTALL) m (WOOD INSTALL) 8 7 6 NOTES g c') 1/4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w E HORIZONTAL CROSS SECTION SHIM THK. — MIN.EMB. &15. 0 w 1 1!4" 6 VIEW AT DOOR HINGE/SIDE JAMB 2.SPACING FOR ITEM#12 FROM TOP DOWN: ¢Z z MIN.EMB. —114"MAX.SHIM THK. SEE DETAIL A (MASONRY AND CONCRETE INSTALL) SHEET 15 29 _ z 6",26-8 50-fig",73-a'-'. 0=O 4 Z 3.ASTRAGAL SCREW SPACING FOR ITEM#27 w 0 0-D) J 29 SEE DETAIL A 0 w-Z 1/4"MAX.SHIM THK— _ FROM TOP DOWN:g",3-q,20",24-'",54-j",59" O o O 0 z 4 SHEET 15 4 _1 1/2' 21 �3O31 37 75 Z"8 78 z°. 0 0U w S2 3 SEE DETAIL A MIN.EMB. oo wSHEET 15 22 418 4.1X BUCK MAY BE UTILIZED AS AN OPTION w 718 31 30 21 22 1 AS LONG AS MIN.ANCHOR EMBEDMENT =o H N } p 21 30 31 37 Z DEPTH,INTO MASONRY,CONCRETE,OR m K z_ 5 E WOOD,:•.,.i _ .... w •' .TAPCON(ITEM#9)ANCHOR SPACING SAM I.�r 22 d :.... r 5 z g INTERIOR. Q .- Z Z AS WOOD ANCHOR(ITEM#5)SPACING. o N p = 6.OPTIONALLY,ANCHOR CAN§€iALKI�➢�IN INTERIOR SEE NOTE 2 12 36 43 28 41 NARROW SECTION OF;`FAME § z 28 41 36 43 SEE NOTE 2 12 SEE NOTE 4 ;�\C�". :; pO% DATE 12/31!09 12 SEE NOTE 2 g NOTE 4 INTERIOR I HORIZONTAL CROSS SECTION — SEE — sc"LE. 3"—1 36 43 29 28 41 SEE NOTE 4 = �j"; 6 VIEW AT FIXED PANEL/SIDE JAMB - = DWG EG.LUBBECKE (MASONRY AND CONCRETE INSTALL) T T CHK.BY: S.FREY G HORIZONTAL CROSS SECTION - ���"n'"P 7E•�� - DRAWING NO.: 6 VIEW AT FIXED PANEL/SIDE JAMB H HORIZONTAL CROSS SECTIONjyo•1777�� JW162009 (MASONRY AND CONCRETE INSTALL) 6 VIEW AT FIXED PANEL/SIDE JAMB �iEy�`�'c 0D© S (WOOD INSTALL) FIRPE Ca1. it 1ih Nu.24578 SHEET�OF 16 1/4"MAX 35 —SHIM THK.TYP. 35 25 10 EMB.YIP. 38 SEE DETAIL A 38 37 SHEET 15 r 30 31 10 37 19 31 30�21 22 21 T30 31 18 19 30 31 Q L ,a 22 4 I . 46 p 44 42 46 0)J cr O W Lo O INTERIOR 5 5 U J 27 INTERIOR Z O v 7 12 J& 8 36 43 SEE NOTE 2 SEE NOTE 2 12 36 43 20 1 Lu LQL N INTERIOR ZLu LU Y =00 A HORIZONTAL CROSS SECTION SEE"28 29 36 43 45 37 29 28 41 J Q a 7 VIEW AT HINGED PANEL/SIDE LITE AT MULLION B HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 6 r.- g Lo 7 VIEW AT FIXED PANELIDOOR LATCH AT MULLION J co Q C HORIZONTAL CROSS SECTION Uj I- Y 7 VIEW AT FIXED TRANSOM (WOOD INSTALL) 1/4"MAX w z 1 1l4"MIN. SHIM THK.YP. EMB.YP. II` NOTES p - 0 38 SEE DETAIL A 38 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w0 O H w t > SHEET 15 2.8 15.SPACING FOR ITEM#12 FROM TOP DOWN: p O Q m 6" 28-d",50-e",73 4'. m m0 46 44 42 3.ASTRAGAL SCREW SPACING FOR ITEM 927 ce S N w a FROM TOP DOWN:-t",3 z 20',24-}",54;",59" O z ¢ C a F- r 75-"'&78A a U) I- z 4.1X BUCK MAY BE UTILIZED AS AN OPTION w x O z z AS LONG AS MIN.ANCHOR EMBEDMENT x p m N DEPTH,INTO MASONRY,CONCRETE,OR U) z m O d WOOD,IS MAINTAINED. rox N¢ O l • 36 43 5.TAPCON(ITEM#9)ANCHOR SPACING SAME ?093r.m o z I` 29 45 37 29 AS WOOD ANCHOR(ITEM#5)SPACING. o z ? F 6.OPTIONALLY,ANCHOR CAN BE PLACED IN z 9 SEE 41 28 INTERIOR 28 41 SEE 9 NARROW SECTION OF HEAD OR JAMB. a O m NOTE 4 NOTE 4 / D 1 HORIZONTAL CROSS SECTION U g m 7 VIEW AT FIXED TRANSOM _ _ Lu (MASONRY AND CONCRETE INSTALL) t"MIN. z L 1"MIN 5 =¢O 1 1!4" 114"MAX. t 112" w v a m SEE DETAIL A MIN.EMB. _ :1 114-MIN.EMB. ❑w-Z 1/4"MAX. MIN.EMB.-- --SHIM THK. SHEET 15 1 0000 SHIM THK. —r 00 m 1 1/2" SEE DETAIL A + tGO8 0 o o> MIN.EMB.— SHEET 15 z 3 31 1 29 w w 20 t14"MAX 1 2 3 4 a � 3 31 10 19 2 SHIM THK. / 9\\� u� L 10 19 25 20 SEE DETAIL A J 1D w p SHEET 15 ^ F m ' zw ¢ z OPTIONAL MASONRY AND CONCRETE INSTALLATION ry o w �Z �� jj/j/ FORHEADERSANDJAMBS ` ltttlll�r7j7j m p ? "w '4 //j////jj '• . . 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Q oL)wLf) w I Z 4. 4 w o W F- w X 34 39 34 39 1"MIN — w I" MINjL . 1"MIN —{ 28 41 II D VERTICAL CROSS SECTION DOORITRANSOM TYP. N o SEE NOTE 1 9 - 1 C VERTICAL CROSS SECTION DOOR/TRANSOM TYP, 9 MASONRY AND CONCRETE INSTALLATION o O a d 9 WOOD FRAME INSTALLATION m a z 5 —{ 1"MIN-- 2[ri ��\ Cj� O �i�' DATE 12/31/09 1"MIN j w 1" NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS : die: �A 'sc�E: X=11 MIN. 1 MIN —{ LONG AS MINIMUM ANCHOR EMBEDMENT 7 O wc.sG.LUBBECKE 7 " A VERTICAL CROSS SECTION DEPTH,INTO MASONRY,CONCRETE,OR DOOR TYP. _ * . 9 WOOD FRAME INSTALLATION B * HK VERTICAL CROSS SECTION.DOOR WOOD IS MAINTAINED. -fl R: � HK-BaS.FREY TYP. yv:. Ham: MASONRY AND CONCRETE INSTALLATION 9 NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED a TK•�qu. - �.3 � 1L IN NARROW SECTION OF HEAD OF JAMB. i,� �6;Q t . JW162009 FBP�E.E i. DnSt.I�p 6E0•Jd , \ SHEET_C_OF J '��//llllillll\\\ " m 1"MIN. NOTE 1 Fm 1"MIN 1•' _ ^w 1"MIN — 28 q1 `v w MIN. 1"MIN NOTE 1 m-- MIN. 1"MIN Z_ 5 z 1"MIN 9 28 41 m— 1"MIN. NOTE 1 �_w 1"MIN NOTE 1 a 29 + a H w 1"MIN 28 41 1"MIN 9 28 41 .a A Z 5 .. ., .. co 29 t\ 29 't 38 36 43 F— ` } 29 m O SEE DETAILA = xx Y / } �/ ~ U)SHEET I5 37 42 p w = 38 2 36 43 = SEE DETAIL -1 . -l� Z O Q M = w !2 = C9 SHEET 15 36 43 r - d W N —11/16"O.A.o Lu 00 w _ —r U = 37 SEE DETAILA 36 43 W Y =00 X Z m 37 42 w W SHEET 15 ¢,- L w SEE DETAIL A X I 11116"O.A. a w 31 16 37 ^ g L 44 X SHEET 15 2 O w ¢ 45 46 N � N J Q � 16 W CNI 37 n 44 d a p 30 31 -� ch Y d iv45 46 r- X 4 38 37 % z 21 1..O.A. 1 30 (Lli D m N - O ¢ w D O 38 SEE DETAIL A W 20 Z 21 1"O.A. O O w&w r SHEET 12 X 22 J U) !/ m ��^p ' � w -o SEE DETAILA F � O m h� _OSH00< EET 12 w m¢ m v O 36 43 l.. 2 22 l 2 2 1 i { o a p v C7 U 1 } 0O § a 37 36 43 1 21J°a U 31 16 37 1¢ 21 I g rn x 0 m > aD O 31 p 16 17 C7 a 17 (�d co Z O K 30 Er w � < Z m U F- 21 1"O.A. 30 cc 30 7 30 W o O w 3 Z_ a V p SEE DETAIL A w �p F- 21 1"O•A' Q 37 SHEET 12• X e-J io J 39 31 34 39 31 G? W p SEE DETAIL A _ r o a m'm SHEET 12 �' m� 28 41 z0 22 1 22 SEE NOTE 1 9 O' ° i z¢O d° L) 2�t 'a 21 1 } I Zowz g� ma 5 1"MIN 2Do OUO�� I- 1"MIN. 1"MIN I o U w N CDa 17 1"MIN Tw woOW 17 C7 10 -0 m D VERTICAL CROSS SECTION SIDELITE TYP. F- N 2 C VERTICAL CROSS SECTION SIDELITE TYP. 10 MASONRY AND CONCRETE INSTALLATION 30 30 W 37 10 WOOD FRAME INSTALLATION 7'7 W Z N � 34 39 o 39 37 31 NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS i111111� o LONG AS MINIMUM EMBEDMENT EPTH,INTOMASONRY,CCONCR TE,OR D �� t�fOS F• �� m Q z 28 41 _Z WOOD IS MAINTAINED. DATE: SEE NOTE 1 } m 9 n ., .• 11�0�_ 12/31/09 SCALE: 3 5 a ° DWD.EG,LUBBECKE —{ 1" ir MIN �- 1"MIN. 1"MIN �� T T fi CHK.BY: S.FREY P.E. DRAWING NO: `u/ 1"MIN ^^ ^�j O'C Ff0 i6tP N.AJ7 ``� A VERTICAL CROSS SECTION SIDELITE!TRANSOM TYP. rB VERTICAL CROSS SECTION SIDELITE!TRANSOM TYP: 'moi E� I CY JW162009 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION /pyy�eez h.F`i N SHEET10 OF 16 FRFE Ce�rt��fAL61k1Eon No.49578 1/4"MAX. SHIM THK. 1 112" 10 25 1 1/4" SEE DETAIL A I MIN.EMB. 3 MIN.EMB. 19 1g 31 30 SEE NOTE 4 28 41 SHEET 15 0) SEE NOTE 3 27 1/4"MAX.SHIM 1"MIN. > cc: T Kj —T _j o co SEE DETAIL A T 31 T fn SHEET 15 1"MIN. w z o -j co 1"MIN. 1"MINI z IL rQ20 31% t w u-N 30 31 EXTERIOR 1"MINI 00 z EXTERIOR 80, ACTIVE EXTERIOR 8 INACTIVE cl ZE Lo w 6 29 28 41 SEE NOTE 4 -J m < I w LU 00 Lu w 18 10 LU Y_ 2: W P- rC HORIZONTAL CROSS SECTION m �e CL EXTERIOR 29 �l VIEW AT DOOR LATCH/SIDE JAMB I A HORIZONTAL CROSS SECTION 11 VIEW AT ASTRAGAL 7 6 (WOOD INSTALL) HORIZONTAL CROSS SECTION 1/4"MAX 1/4"MAX. SHIM THK.— 1 1/2" SHIM THK. 11 VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A w 1 1/2" (MASONRY AND CONCRETE INSTALL) 4 SHEET 15 0 MIN.EMB. 0-� 1 SEE DETAIL A MIN.EMB. w w 1 1/4" 0 Lu SHEET 15 ox� MIN.EMB. 0!2 U) < 28 41 SEE NOTE 4 37 21 30 O < F- z 1"MIN. (�)@ gU) 2 0 Oz 1/4"MAX. 18 &VN ti L) t —SHIM THK. 0 X(-9 w�- 10 01K 00 w R8 SEE DETAIL A z 2:LU 01.1 ill MIN. 1 Lo SHEET15 06 z W l"MIN. K Lu 0 w Vo En E w w t31 U) 0 12 SEE NOTE 2 (OL(D w F- D 0_ 0 8 29 7 i 0 '3� < z SE 36 4 U) 30 F- EXTERIOR E@� 29 EXTERIOR 4 0 SEE EXTERIOR w 9 NOTE 4 z K en 0 I"MIN Lu rF CROSS SECTION 0 Qa HORIZONTAL CROSS SECTION HORIZONTAL 0.0 11 rD \,Ll�/VIEW AT FIXED PANEUSIDE JAMB VIEW AT DOOR LATCH/SIDE JAMB 30 (WOOD INSTALL) (WOOD INSTALL) q 7 .EXTERIOR NOTES Uco 1/4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w (9 w 1 114" rE HORIZONTAL CROSS SECTION SHIM THK— — MIN.EMB. &15. z(9 MIN.EMB. 1/4"MAX.SHIM THK. �l VIEW AT DOOR LATCH/SIDE JAMB <zz 2.SPACING FOR ITEM#12 FROM TOP DOWN: m<0 (MASONRY AND CONCRETE INSTALL) SEE DETAIL A .6. 0=p: SHEET 15 6".28-56".502.73--4l'- Lu 00.0 SEE DETAIL A 3.ASTRAGAL SCREW SPACING FOR ITEM#27 -z 1/4"MAX.SHIM THK. 0 C3 m 4 SHEET 15 0 uj 5 o 1 1/2" FROM TOP DOWN:J",3-j",20",24-24",54-:p,59- 0 0 U)F, 4 37 0 0 w 3 SEE DETAIL A MIN.EMB. 30 1 75-j"&78-12". W 0 0 W> SHEET 15 18 4.1X BUCK MAY BE UTILIZED AS AN OPTION x t I 18 22 31 30 21 21 37 22 AS LONG AS MIN.ANCHOR EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR 2 z 22 w 18 WOOD,IS MAINTAINED. 9 5.TAPCON(ITEM#9)ANCHOR SPACING SAME 6 c�0 4 5 2 EXTERIOR AS WOOD ANCHOR(ITEM 5 OR�o � FACING. rr2- OPTIONALLY,ANCH PN51D IN co< 4 NARROW SECTION C �i, SW, zi NOTE 2 6. ---- EXTERIOR 12 (36 43 36 D43 SEE 7 �Di SEE E 2 12 D-E: 12/31109 28, �1�2 SEE NOTE 2 SEE NOTE 4 SEE NOTE 4 z 9 EXTERIOR 36 43 29 28 41 SEE NOTE 4 HORIZONTAL CROSS SECTION = �. I SrALE: 3"=1- 1VIEW AT FIXED PANEL/SIDE JAMB T DWG.W,.LUBBECKE (MASONRY AND CONCRETE INSTALL) CHK.Dy: S.FREY HORIZONTAL CROSS SECTION rG RS11 D�VVINGNO.: VIEW AT FIXED PANEUSIDE JAMB rH-'\ HORIZONTAL CROSS SECTION VIEW AT FIXED PANEUSIDE J Od&o D JWl 62009 (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) FIVE. N..2%78 siiEETjLoF 16 • 35 1/4"MAX —SHIM THK.TYP. 35 q25 1 112"MIN. 10 EMB.TY07 38 SEE DETAI L A r38 10 37 31 301 1837 SHEET 15 30 31 19 8 2 221 46 0) I 46 44 42 > cr 2! > in cf) 7 SEE NOTE 2 12 5 5 C) Cc -JJ (D/ 2 A E: 0 <C? 36 43 12 SEE NOTE 2 3643 EXTERIOR LL N EXTERIOR ERIOR m:co Lu HORIZONTAL CROSS SECTION SEE" 29 36 43 45 37 29 8 41 < "t �2 SEE NOTE 4 VIEW AT HINGED PANEUSIDE LITE AND MULLION t B HORIZONTAL CROSS SECTION NOTE 4 r` �LO �2 VIEW AT FIXED PANEUDOOR LATCH AT MULLION co rC HORIZONTAL CROSS SECTION w r- 1�2 VIEW AT FIXED TRANSOM co EL 114"MAX (WOOD INSTALL) 1 114"MIN. SHIM THK.TYP. 1/4"MAX. w EMS.TYP.. SHIM THK. C.9 1 1/2" NOTES IL. 38 SEE DETAIL A 38 N.EMS. SEE DETAIL A 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w 0 W N 6 0 z CD i I &C? SHEET 15 ml -SHEET 15 a x &15. 00 3 31 2.SPACI G FOR ITEM FROM DOWN: 0 20 [go 19 R',SO-Z',73 46 6",28- 2z 44 42 0 CL 3.ASTRAGAL SCREW SPACING FOR ITEM#27 0 X(D 0 't z OU ti FROM TOP DOWN:'" 3-1" 20' 24-1- 54--t',59" 0— :c tu c� 2. 4' cl) w t z z 75-'"&78-j'. wx- 0 z 4.1X BUCK MAY BE UTILIZED AS AN OPTION ><Z) AS LONG AS MIN.ANCHOR EMBEDMENT w U) (on) DEPTH,INTO MASONRY,CONCRETE,OR ?oz 19 Al 9 < WOOD,IS MAINTAINED. Ow, Q: 0 •O 29 45 2 0 i�XTERIOR 5.TAPCON(ITEM 99)ANCHOR SPACING SAME F- Z 0 z 37 SEE NOTE 4 28 41 2 AS WOOD ANCHOR(ITEM#5)SPACING. 0 0 SE 41 28 EXTERIOR 41 SEE w 0 <1 9 NOTE 4 NOTE 4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN rD HORIZONTAL CROSS SECTION �E HORIZONTAL GROSS SECTION NARROW SECTION OF HEAD OR JAMB. �2 VIEW AT FIXED TRANSOM �2 VIEW AT DOOR LATCH/SIDE JAMB (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) 1-MIN. - 1"MIN ow zo <zz F a:<O 1 1/4" 1/4"MAX. 1 1/2" w Q(L LO SEE DETAIL A MIN.EMB. 1 1/4"MIN.EMS. 0 ul-z MIN.EMB.— —SHIM THK. SHEET 15 0 0 kx uO L)0 L2 3 > 31 LLJ 20 1/4"MAX �'/' - . :C a W 4 - MIN 1/2"GLASS BITE 1 2 3 4 F-N lo 19 2 SHIM THK. 9 'SH 9 ;5 1/8"TEMPERED SEE DETAIL A ID r SHEET15 10 ZLLI OPTIONAL MASONRY AND CONCRETE INSTALLATION < F- C3 �O 1 3/4" 3/4"AIRSPACE FOR HEADERS AND JAMBS z 4 .....I. ... .......�-1..: '...I. . '.:. . :. %% "'I --11 1_1_ldl z I-w SEE NOTE 5&6.THIS PAGE w z DATE: 12131109 30 C) 2 119"TEMPERED SCALE; T' SHIM 9EXTERIOR INTERIOR - -= = 0WG.BG.LUBBECKE SEE NOTE 4 28 41 GLAZING DETAIL A CHK.BY: S.FREY SCALE:6'=1'-0" DRAWING NO.: rF'\ HORIZONTAL CROSS SECTION q. .114hg '% JW162009 �2 VIEW AT DOOR LATCHIS1DE JAMB t (MASONRY AND CONCRETE INSTALL) 16 FSPE ..21578 SHEETj_Z_CF 69 112" 39 314" 7 1l2" SEE DETAIL E SHT.15 (BOTH JAMBS) 81 3/4"MAX FRAME HEIGHT(INSWING) 80 1/2"MAX FRAME HEIGHT(OUTSWING) { 5" 5"TYP.�I - 1 I I I 1 m (n 2> - m Enz co 0 � -m m = mzo M D G)Z� (n m ''�G) 1Dcno -n b*0 z: - zz -io _ 0 Fxo -- w m < 1 I m -V -o I I 1 I J 14"MAX.O.C.TYP. -mlm =i m 80 cn m D D n m 14"MAX.O.C.TYP. -I I-3'TYP. 5 112" 39 318" Em C cn r m r SEE DETAIL G m 0 SHT 15 m 95 1/4"(INSWING) D 94 1/2"(OUTSWING) 9 ^,-1 =r 13 1/2" 71 _ --� 5"TYP. 3"TYP. —I —3'TYP, i i (n v n zz rn 1 T m G)m 1 ^'O Z 1 4 G) f 11 cno 0o zz :4m - .0 z 1 - 0 n!^ xz mco T 0 Z f I = En 0 ` � U 69318" l l N-lrr-�OZ' 39 5/8". m m (n(n m(n � � ,7711m 7318" -11m -imzm �m (nm um5T o r SEE DETAIL E r F nSHT.15 = 00 ..J O �i m /4/FER'*'p�`��` Z x PRODUCT: CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN, INC. m Z p et ro 6-0x6-8(XX)&5-46-8(O/OXO) N ° N �3 INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. mi B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 I� m n A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451 < m71 NO DATE DESCRIPTION BY INSWING/OUTSWING REVISIONS 14"MAX.O.C.TYP. 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Z O Q co N C7 w W LL.000 Y top w 0 1134 39 47 12 Q Q c M W m r w /l W ^ J x Z F- U) I n f/) / O w co Y d = O I 1 3 4 U H: is p ((J 1 1 x = ch 3 Lu DETAIL D ux. LL I 23 ASTRAGAL w x i` TOP STIKE PLATE o w v N g 1 3 4 ow 28 SEE NOTE OXF- cn Z 5 I #2 8 7 �wv o TYP. DETAIL B DETAIL C b v0-1 CORNER DETAIL AT HEAD CORNER DETAIL AT SILL 7 7 o x z - LL AI l I I 1 I I I / �,5�3: Dui p z MUw�~ 5: LL U ULL T l MDETAIL E O m 4 \\ HINGE DETAIL ,6 EEEDETAIL C ��oz N z moa 27 70 Z Z O ANCHORING LOCATIONS TRI UNIT _� a OU a INSWING/OUTSWING UNIT(0X0) SCALE:1/2"=l'-O" 27 49 DETAIL F ASTRAGAL BOTTOM 2:5> INSERT PLUG(INSWING) m DETAIL G #8 X 2 1/2" 38 23 LATCH&DEAD LT STRIKE 47 z O PLATES WOOD SCREWS =m_O TYP. 27 W U~_ W aN 27 m0 C3 2113439 OoOWU, 24 38 w,2 0 27 o w \ / �N DETAIL F ASTRAGAL BOTTOM(OUTSWING) N o O N •- 2 NOTE(S): 1-ANCHOR SPACING FOR BOTH - 35 1 4 INSWING&OUTSWING. r:'�\� :_��% DATE: 12/31/09 7 SCALE:AS SHOWN 2-SCREW#28 IN DETAIL C,NOT USED IN _* = Cwc.e(,,LUBBECKE (XX)CONFIGURATION. v T T a = 4DETAIL H 1� t� CHK.BY: -,S.FREY CORNER DETAIL AT TRANSOM MULL '�0��Ffma a.gm 131 ��`C DRAWING NO.: �� SE bhp IND, �s}�% J W 162009 D TAIL MULL POST(SILL SIMILAR) Ce aBeeth F}yt MULL Fe ECe drQ6d,l �onNn.zasro SHEETI5 of 16 I • I ��— 4 9/16" �� 4" J— ' 1/B"��1 318. 5 5!8" 518 1 - r 1 11/16"-{ ` 8" I— _ n C� } o 2 _ --L-_ LI 1-1/2"3/8" -1 WOOD JAMB FINGERJOINTED PINE O 0 J —r I-1 11/16"- I m Ln 1 - - COMPRESSION I LATCH STILE H C/)T SCALE:6"=1'-0" WEATHERSTRIP 118" g TOP RAIL C) CL J 2 -- �_—118"(Min) 11 ENDURA INSWING THRESHOLD VINYL/FOAM 3/8 HINGE STILE _Z O Q 6" Lu �? 6063 T5 AND COMPOSITE SCALE:6"=1'-0" LAMINATED VENEER LUMBER Lu LL cel 3 BUTT HINGE 4x4x12 GA.STEEL SCALE:6"=1'-0" 10 BOTTOM RAIL (LVL) W Y ='co 4 O SCALE:6"=1'-0" 17 25 GA.STEEL SCALE:6"=1'-0" !-Eg Q I- —3 1/8" I SCALE:6"=l'-O" 16 18 19 p co 1 . co `1 IL 1314"— �j/�j 7/8 4 518° 5 5/8" l CW7 20 FINGERJOINTED PINE 34 AFCO OUTSWING THRESHOLD 1 �--1 314"--{ o X r SCALE:6"=V-0" O 6063 0Th AL AND COMPOSITE 39 O m O 6063 T5 AL AND COMPOSITE O DOOR BOTTOM SWEEP O O SCALE:6"=1'-D" 32 O v) SCALE:6"=I'-O" VINYL 33 CORNER PADS �O o SCALE:6"=l'-( PLASTIC m v Z A g SCALE:6"=1'-0° LLJ 0.0 zz o�z a 1 314"--I 1 5/8" X O O J 06(D w z /, H�o � O OE O _ N U�c�z K I \ Z T1 6D 0( O O O a O a I ASTRAGAL STRIKE PLATE 1 318" 1" a7 STEEL 0 m A g SCALE:6"=1'-O" SECTION A-A SECTION B-B 21 ODL LIP FRAME 13 ASTRAGAL EXTRUDED PLASTIC z w 6063-T5 ALUMINUM SCALE:6"=1'-O" SCALE:6"=1'-0" 1132" X=O �--3 1/2"�—� w 0 oo�z .3125" ED FA 2 112" —I 2 118" o 00 W> a G W-0w OTRAGAL BOLT 35 MULL POST j I 40 AS � 0 fN COLD DRAWN STEEL O EDGE GLUED FINGERJOINTED _T L O SCALE:6"=1'-0" SCALE:6"=V-0" r w SIDELITE SEAT 48 LATCH PLATE STEEL o N ZD 1 3!8" — r 13/16" 15 ``8IQ E6 NI oONLY I� EXTUDED PLASTIC E:' Y I I M - m SCALE:6"=1'_O„ ````� S F ma -� _Z� �- DATE:12/31/09 7 1 b� —;AS SHOWN I T 1/16' 4112" r*CS / ' * = Dw'G•sG.LUBBECKE �2 :7 T r CHK.BY: S.FREY per , E.'s : DR I162009 I NO.: 46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 36 FIXED CORNER TRIM 38 TRANSOM JAMB \Fll"ldJP•E•ND.�.F�n� CELLULAR PVC CELLULAR PVC PLASTIC FINGERJOINTED PINE ��� ya°0CS SCALE:6'=1'-0" SCALE:6"=V-0" SCALE:6"=1'-O" SCALE:6"=1'-0" n��� F4 g�a sNEEr16 of 16 F8PE Ca .l�116{iUiEn Na.1)578