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HomeMy WebLinkAboutNotice of Acceptance any JEL17 .I EN® 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/0X0) 36 318"WITH_ SHT# DESCRIPTION p 1 INSWING ELEVATIONS&GENERAL NOTES cD INSWING/OUTSWING ASTRAGAL 2 INSWING ELEVATIONS kk 24 GA.STEEL IMPACT DOOR SYSTEM 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 U _j rn BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS BE Z O Q M SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 28 8 OUTSWING ELEVATIONS 0 W N HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. 9 OUTSWING VERTICAL CROSS SECTIONS Z W 00 NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. _ = 10 OUTSWING VERTICAL CROSS SECTIONS W `L F=-00 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 25 C7 11 OUTSWING HORIZONTAL CROSS SECTIONS Q Q'T LOADS TO THE STRUCTURE. J D J 12 OUTSWING HORIZONTAL CROSS SECTIONS ❑ t` 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR W w 13 ANCHORING LOCATIONS I I n ¢2 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O co 6 6 6 z 14 ANCHORING LOCATIONS M Y a 15 ANCHORING LOCATIONS&DETAILS 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. NOTE 2 \ B 16 UNIT COMPONENTS 5. SCALE BASED ON 11x17 SHEET SIZE. NOTE 2 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES zt AND TRANSOMS. w 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION p REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w w 0 INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH / o Ox F ro LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE 00 O �aOVPv 5w ASTRAGAL A B O O0 X( >0 DOOR LEAF CONSTRUCTION: z w_1FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) NOTE 2 Cl w THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) Lu z z CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND rn m O 2 �w DENSITY EXPANDED POLYSTYRENE(EPS). Z w C9 70- z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF O Of 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA o Iz z 0 SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 0 O LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL o a 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: 0)g m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR w CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. zz SIDELITE(S)AND/OR TRANSOM W/0 SIDLITE OR TRANSOM x zd O FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. O= THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMPOSITIVE +55 +55 w 0 a U)INSWING ❑w Ez z CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE0 O O O ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM 1 -55 -55 00 w OUTSWING POS FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING ITIVE +55 +55 W o❑W THREE=16 GA.7116°X 271ONCrSSAPCES AND:ONE#SX2;FH_WOOD_SCREW;PER CORNER.,__- —-- - ---- - -- NEGATIVE- —_55 - —---- —____55---- _ __ no_w,_ INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SI WJAMB CORNER ANGLED — _ - --__ FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, a 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: N o AND ONE#8X2 FH WOOD-SCREW PER-CORNER.INSWING UNITS A GLOBAL "STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL-VIEWS FROM INTERIOR. ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE 2-MASONRY AND CONCRETE CONSTRUCT 4tl11 CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS lQl'! ��� RECEIVER PLUGS INSERTEDCENTER OF THE SILL OLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC TO RECEIVE THE BOTTOM STRAGAL BOLT.OUTSWING OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE J�%%%�5 F. O'.%,, m¢0 UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL AND EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" z SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A i itall signed b Hermes F.Norero,P.E. �� •• �P SATE 12/31/09 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 B Y B Y =O BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE eason: am approving this document SCALE 112"=1' CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 21/2" OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.1110:0434-05'00' owc.avG.LUBBECKE SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT IN PLACE WITH 16GA X 7116"X 2"STAPLES. CHK.BY: S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE �' � e.�. tivr'7i. ���� DRAWING ND.: TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS � � °dhr, �1�v��� JW162009 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. FBPE CaerC�/eBQJ�61#'lIE?N�o 29578 SHEET I OF 16 64 112"MAX OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH 51"MAX C-4 0 58 1/2"MAX.D.L.O. 35 3/4"MAX _ OVERALL WIDTH h PANEL WIDTH C. D N CO 70� p NOT 26 \\ 26 \\ m J \ 25 \ 25 \ V i-- c w = = z0aM U_' O \ J C7 O \ R. LL N 25 x J G 6 x o 6 6 W Y co 0 C; Q � gQ _ 6 7 \ p w o a NOTE 2 7 p 6 >O`O a NOTE 2 p p NOTE 2 m W M J= wci G 6 0 / NOTE 2 � Y n- `7 6 I M / / v NOTE 2 B p 6 ^ D / NOTE 2 7"MAX, 7"MAX. / MULL POST co 0 w ,w o Ow 7 O MULL POST OO 0 Q z 3:_0 O C D NOTE 2 NOTE 2I I MAX. NOTE 2 I o 5 4 Y�r PANEL WIDTH 5 0 f z w TRI UNIT(OXO) TYP. 12"MAX. NOTE 2 ❑ w A B (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4"MAX w } O XNOTE 2 PANEL WIDTH 0 ? 5 5 4 4 12"MAX. NONIMPACT SIDELITES) w O NOTE 2 35 314"MAX PANEL WIDTH DUAL UNIT(OX) K m z w z 7YP, 37 1/2"MAX O.V.A. INSWING IMPACT DOOR WITH o— a PANEL WIDTH' FRAME WIDTH 'I ( v O c6(n it MULL POST NON-IMPACT SIDELITE) o z z o _ o TRI UNIT(O/OXO) a 00 (INSWING IMPACT DOOR WITH >- NON-IMPACT SIDELITES&TRANSOM) w g m 26 = O 0 \ O 7dzz 25 \ x . ���_ w W a, x 00C)0 wo UO�� w 099 woo NOTE 2 NOTE 2 a * w NOTES: r N O Q cO 1-ALL VIEWS'FROM INTERIOR.. - - - o cj 0 / 2-MASONRY AND CONCRETE CONSTRY51ROPIllf",i fO� DAM' 12/31/09 SCALE: 1/2"=1- rAy B NOTE 2 -* . .:`* _ _ DWG.BG.LUBBECKE 35 314"MAX, cHK.er: S.FREY PANEL WIDTH i�0 -% T E:�`` �I fie.�(ifp"�3T7 DRAWINGNO.: SINGLE UNIT(X) j IIdi.D ����� JW162009 (INSWING IMPACT) �P)"IyB�VPnl1aF yp� FDPE 4d 6(AiI ��I No..2 28570 SHEET 2 OF 16 Item DESCRIPTION Material 371/2"MAX O.V.A. 1 HINGE JAMB 1 1/4"X 4-9/16"FINGERJOINTED PINE PINE OJ FRAME WIDTH Z! 2 HEAD JAMB(11/4'X 4-9/16"FINGERJOINTED PINE PINE O 31 1/2"MAX.D.L.O.T 3 LATCH JAMB(1-114"X 4.9/16"FINGERJOINTED PINE PINE I. 4 SIDELITE JAMB 1-1/4"X 4-9116"FINGERJOINTED PINE PINE 5 910 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112"MIN.EMBEDMENT STEEL o 6 4"X 4"BUTT HINGE 12GA. .009"MIN STEEL 171 OTE 2 7 1#9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL p 8 #10 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL J 9 3116"ITW BUILDEX TAPCON WITH 1 114"MIN.EMBEDMENT STEEL m \ 10 COMPRESSION WEATHERSTRIP FOAM U 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMFI20 6063-T5ICOMP. ALUMINUM Z oJ co 26 (5 12' 98 X 21/2'PHILLIPS FLATHEAD WOOD SCREW STEEL - O- ILL< . = 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM W Y =co F J 14 NOT USED g Q c=7 25 \ 4a" 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL uj q 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL J n g= 0°D 17 BOTTOM RAIL 25GA.0.018" GALVANIZED STEEL STEEL LU M Y d w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL 7 0 6 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL w 7 6 20 LOCK BLOCK 1-11116"X 3-1/8"X 12 FINGERJOINTED PINE TREATED PINE 0 21 ODL LIP-LITE FRAME PLASTIC w w NOTE 2 / NOTE 20 w 0 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS o X r ay 23 16 Ga.7/16"CROWN X 2"LONG STAPLES STEEL 0 O<- U) 24 CORRUGATED NAIL 1/2"X 1-1/16"25 GA. STEEL ���pp(7 O_U) / 25 KWIKSET LOCK SERIES 400 STEEL cb N 26 KWIKSET DEADBOLT SERIES 660 STEEL 00'T z w 27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL _j W 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w H C9 D C D NOTE 2 29 NON-COMPRESSION SHIM WOOD F-.--g m z 0 35 3/4"MAX. 30 EXPANDED POLYSTYRENE 1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM w y U)m PANEL WIDTH r 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS J o - A-525 COMMERCIAL QUALITY 0.021"MIN.THICK. r of 0 SINGLE UNIT(0/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL o z z ~ (INSWING IMPACT DOOR WITH 33 CORNER PADS 2",LOCATED ATTHE BOTTOM OF EACH JAMB LEG FOAM a 00 NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM g m 35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE u 36 318"ROUNDED SCOTIA PLASTIC o 37 SILICONE BEAD DOW 1199 SILICONE 38 JAMB,1-1/4"X 4-1/2"FINGERJOINTED PINE LVL w 0 a cn 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM O 0 0 O OOcn� 40 ASTRAGAL BOLT 0.313 DIA. STEEL w Uo wo w 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD --� — --- - -42- 11116 O.VA.INSULATED 1/8"ANNEALED GLASS—-- =--_ GLASS -_ —----_—_ — -_-- - XC, -- 43 l"STEEL BRAD STEEL -- -- - - 44 ALUMINUM GLAZING SPACER AL.ISEALENT w 45--GLAZING CLIP - - - ---CELLULAR PVC NOTES: 46 SASH CELLULAR PVC 1- ALL VIEWS FROM INTERIOR. 111 -o �I o 2-MASONRY AND CONCRETE CONSTRRQ31164 14,Z 47 STRIKE PLATE GLOBAL STEEL ���(�S�• �icn¢0 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC �\ °ATE 12/31/09 7 1 SCALE: 112"=1 * = DwG.B(y,LUBBECKE fl T TCHK.BY: S.FREY Ar DRAWING NO.: ALM 7efra \\\ 1 \ JW162009 NA t each,FL �!� FBPE CeeI.rIII�I�No.28578 SHEET_3 OF 16 1" V 1"MIN 1"MIN — V MIN. NOTE 1 MIN. 1"MIN NOTE 1 1"MIN. MIN. 1"MIN m— 1"MIN 1"MIN — g NOTE 1 _ %w 1"MIN 28 41 1"MIN — 9 XX NOTE 2 NOTE 1 NOTE 2 28 41 2 r z 28 41 m CID) ci QF Nw *28 29 _j: � " 0 29T 29 3B L 2 38 3636 4 w zD <CV x Z w o0 XSEE DETAIL A w g = 36 43= SHEET I5 37 O SEE DETAIL A42 -i w F- ^ inSHEET I5 ` 16 = w x O11/16"O.A.— d a= 37 w tim z � 42 0 w x M Y d SEE DETAIL A as w X IllO SEE DETAIL A o 10 11/16" .A. SHEET 15 45 46 SHEET 15 X Z 37 44 N Q 3845 46 ¢ g w z 37 ti N w,_w O 238 000 w 00Q 0 C9 toil O U x 2 O`x0 0 O w 0 - .:'.� 0Vz U w W w 10 0 16 r was') C) z Q w Z z o w 16 =U ) m Xn 0_ w x O Oho W a 30 z w 10 = �O9� c z z z 30 w o Z`oZ o f m 31 a z o r X 31 a a U a ;NOTE1 ¢� 0 OI o� 17 w _ w m �gm 32 u� 30 z 30 I¢O wU as1 1/2" O O V OU00N;NOTEI 17 SEMB. 9 woow 7. cli 32 47 N 1-1- 1" 1"MIN N o/� MIN. y® ® ! C \ VERTICAL CROSS SECTION,DOORtTRANSOM TYP. D VERTICAL CROSS SECTION OWHPA M TYP. 1 1/2"SMIN. g a 4 WOOD FRAME INSTALLATION q MASONRY AND CONCRE,J?Y �i� mQZ EMB. a a •O� 12/31/09 N NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS -* 7 * GO.LUBBECKE I- 1" LONG AS MINIMUM ANCHOR EMBEDMENT p T T t 1"MIN ` MIN. 1"MIN DEPTH,INTO MASONRY,CONCRETE,OR ` �1 VERTICAL CROSS SECTION.DOOR TYP. cHK.ev: S.FREY WOOD IS MAINTAINED. 1 G PdE: �/�. DRAWING NO.: 4 WOOD FRAME INSTALLATION B VERTICAL CROSS SECTION.DOOR TYP. NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED ��-�t`�, T�j�=�� 4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. f__ 161-i& . ` JW162009 FBPEMVlJWbNo.29578 SHEET_4_OF 16 ad— 1"MIN. NOTE 1 m 1^ 1"MIN 1" F w 1" 28 41 MIN a w MIN. — 1"MIN NOTE 1 m— MIN. 1"MIN 1"MIN d _ 5 K 9 28 41 Y rm-- 1"MIN. NOTE 1 :!t Lu 1"MIN NOTE 1 29 ° F- 29 w 1"MIN 28 41 - 1"MIN3"4 28 41 5 '38 3629A 43 F Ich 29 '00 SEE DETAIL A + _ (7 Y _O U CC - SHEET 15 w ¢= 36 43 Z p c� 37 42 O w e F 38 F x SEE DETAIL 2 — o Q J = w g x C� SHEET 15 36 43 LL N 11/16"O.A. O W 0 = SEE DETAILA W Y =OD Q w 37 4237 SHEET 15 77 36 43 F r g a SEE DETAIL A = w x � � ¢�t X 11/16"O.A. ¢ 16 37 p I� 44 45 46 ¢ SHEET I5 g O Z 31 J n _ 37 N 44 r o a Xw 30 31 16 ch Y d iv 45 46 ti ¢ cc .. 38 39 37 N X 21 � 30 o J m w w z 1"O.A.— w ,w O SEE DETAIL A w �C5 w 21 D: O O w H SHEET 12 z io-1 1"O.A.— x O O O w 2 , — p SEE DETAILA w D 0 m 22 m SHEET 12 z 3: v) 36 43 2 / 22 O x z U 37 -36 43 / D 21 21 -joD u 31 16 37 / w a w w /U) w ~ � 31 g� 31 g� w O O31 16 Oa c7a w�z ur > 30 Lu w F 21 0 30 I 17 �0 17 N� m oZ�Z o w 1 O SEE DETAIL A w O 21 O 37 30 37 30 w a - z z SHEET 12 1"O.A.— z 6 1"O A— 0 `O-1 .-o SEE DETAIL A wl 6 15 11 w g DO A SHEET 12 z 11 a w 22 O w / 22 41 28 1 1/2" 15 �d 0 z - / MIN. ° x z¢O ox, / 21 SEE NOTE - EMB. 9 ° a° w U a c �a /fi5 d 0DUCh LLJ O 31 g� 31 �� —_I1"MINMIN 1 I c)Omm 0�— - f� . - 1 M w� ow N=a _ -_ -VERTICAL-CROSS SECTION SIDELITE-T-YP "MIN.. 0 -17 C D==VER CICAL-CROSS SECTION SIDELITE-TYP..- 5 WOOD FRAME INSTALLATION - - _ 30 m 5 MASONRY AND CONCRETE INSTALLATION 37 37 30 w -w - - _-- _ z - -NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR_ N o 15 EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS 11 11 a MAINTAINED. 41 28 1 1/2" 15 ,���SES IF loi- %'Q �� D—: 12/31/09 SEE NOTE 1 EMB. 9 ° ° _ ] - scuE: 3^=1 a e 5 * * = DWG.EG LUBBECKE --1"MIN " T T t CHK.BY: 'S.FREY 1"MIN 1"MIN. - 1"MIN '� He. E��A- DRAWING NO-- �FFw�auF.E,No.r7n�\ `\� �\VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. �B VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. i�O °D^9 r Cs JW162009 5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION - F`3nN FBPE Ce. A,11Lf��n No.29578 SHEET5_ 16 35 1/4"MAX 35 25 SHIM THK.TYP. 1 1/2"MIN; 10 EMB.TYP38 SEE DETAIL 38 30 31 1810 3719 31 30 21 2 21 30 31 1837 19 30 31 I SHEET 15 0 2 22 J— r` 46 44 42 46 ci rn D. 7 0 8 36 43 12 SEE NOTE INTERIOR SEE NOTE 2 12 36 43 2 20 INTERIOR 5 Z O Q c� 6 INTERIOR w =DO / A HORIZONTAL CROSS SECTION SEE"28 29 36 43 45 37 29 8 41 w g Q Do �7J VIEW AT HINGED PANEUSIDE LITE AT MULLION B HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 n W, 7 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION Q C HORIZONTAL CROSS SECTION w w a 7 VIEW AT FIXED TRANSOM 3 Co 1/4"MAX (WOOD INSTALL) 1 1/4"MIN. SHIM THK.TYP. W z EMB.TYP'.' NOTES (9 O Q 36 SEE DETAILA 38 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 WSW I- SHEET 15 &15. O O w U) z 2.SPACING FOR ITEM#12 FROM TOP DOWN: O O¢ co a. 46 44 42 3.ASTRAGAL SCREW SPACING FOR ITEM#27 N o .' FROM TOP DOWN: o x z v .-o: a � �".3-�".20".24-�",54-a".59" o�� 75-j"&78-j". •�as r z .Y 4.1X BUCK MAY BE UTILIZED AS AN OPTION w^F r O z 2 AS LONG AS MIN.ANCHOR EMBEDMENT W-0 ^- _ ° DEPTH,INTO MASONRY,CONCRETE,OR w�z w O WOOD,IS MAINTAINED. z 36 43 5.TAPCON(ITEM#9)ANCHOR SPACING SAME O y If z 29 45 37 29AS WOOD ANCHOR(ITEM#5)SPACING. o z z o SEE 41 28 INTERIOR 28 41 SEE 6.OPTIONALLY,ANCHOR CAN BE PLACED IN a 0 �d z 9 NOTE 4 ^ NOTE 4 9 NARROW SECTION OF HEAD OR JAMB. ( u , HORIZONTAL CROSS SECTION g} 7 VIEW AT FIXED TRANSOM m (MASONRY AND CONCRETE INSTALL) 1"MIN.- w - 1"MIN. - 1°MIN 0 5 z¢zz 1 114" 1/4"MAX.- - 1 1/2" O= 1/4"MAX. MIN.EMB.- SHIM THK. SEE DETAILA —r WO 00 o o SHEET 15 MIN.EMB. ••:1 Ila"MIN,EMB. ❑W- SHIM THK. I O 1 1/2" SEE DETAIL L)w MIN_EMB.- SHEET 15 z 3 31 9 W 0 0 __ 31 10 "19 2 - - SHIM 7HK: 9- 1 2:3: 4 --_ - 10 19 2 20 EE DETAIL A m p SHEET 15 10 w H z- - - OPTIONAL MASONRY AND CONCRETE INSTALLATION - Iw-_z z �z FOR HEADERS AND JAMBS Z �.:.. ..:•, Z ° 4 //////j. ,`,\\1111111//I��/ �w 9 /jj/jj/////. SEE NOTES&6.THIS PAGE `�� �g IF u n ' " ..;.: ....'.:._ ....',..': 48 230 INTERIOR �:•• •-O'� DATM SCALE: 3"=l'50 2 30 INTERIOR SEE NOTE 4 28 41 29 SEE NOTE 4 28 41 29 7 =* = DWG.BGJ_UBBECKE T T � CHK.BY: S.FREY W E HORIZONTAL CROSS SECTION F HORIZONTAL CROSS SECTION 'i Off ` E•���� DRAWING NO.: �� Fe.do.Fln�� 7 VIEW AT DOOR LATCHISIDE JAMB 7 VIEW AT DOOR LATCH/SIDE JAMB �� .1mh°8 �� JW162009 (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) FBPE`"CIf ea d u �2e57e SHEET 7 of 16 74"MAX.OVERALL FRAME WIDTH is O 64 1/2"MAX 64 1/2"MAX O.V.A WIDTH ER 72 1/4"MAX.PANEL WIDTH 35 3/4" OVERALL WIDTH MAX r• 58 MAX.D.L.O. 36 3/8 WITH^ PANEL WIDTH=I o ASTRAGAL I c- D p 1 p NOTE 2 m p v C7 x F 25 26 .� \ .� = z LL N x 1 o Z UJ aD w x 25 w t7 O \ _ w 'w' 4Y Do J \ d J O� Lo D p 11 p p 1 a NOTE2 p p p� _ 1 1'7 & p o M Yd 1 1 C3 / NOTE 2 � o G O BO .r w N NOTE 2 \ / NOTE 2 m / a NOTE 2 B p NOTE 2 MULLEO POST / rn w MULL w p w INACTIVE ACTIVE POST O o m Z ASTRAGAL A B C D NOTE 2 9 9 NOTE 2�_k 12"MAX. 3: 6 O PANEL WIDTH re%n 1§ TRI UNIT(OXO) O x z J DOUBLE UNIT(XX) NOTE 2 (OUTSWING IMPACT DOOR WTH OUTSWING IMPACT A B NOTE 2 w NON-IMPACT SIDELITES) 9 9 r 0 O 37 1/2"MAX O.V.A. 12"MAX. w^U) z NOTE 2 35 3/4"MAX w FRAME WIDTH PANEL WIDTH PANEL WIDTH �=O m 0 371/2"MAX O.V.A. � w 51,MAX 31 1/2"MAX.D.L.O. FRAME WIDTH TRI UNIT(O/OXO) U O m OVERALL WIDTH I yl x z y (OUTSWING IMPACT DOOR WTH =o a 3 < O NON-IMPACT SIDELITE&TRANSOM) H m O p j3 ? � NOTE 2 V \ w o 26 26 25 \ \ c g m F mm ., x w 0 w _j0 x = w ow w 26 w 25 _ z7:<9 x z 6 6 kJ d i- �o �_- . wOam w c 25 Z >� O0cxi0 NOTE2 p p 1 �� w >q a p o OO�rn a NOTE2 o x ,� ow- XX W o O W —Q— -- - /- ¢—=w-- --- --— ---- X XX - F N w m 4�IAM �NOTE 2' -- _ NOTE�2 - -7"MAX. ULL. POST - __ NOTES: N o )\ NOTE 2 NOTE2 rn =-_� 1- ALLVIEWS FROM EXTERIOR.2-MASONRY AND CONC�fTW �'fliy,ICTION. NOTE2 C I NOTE 2 A B ` . •••ODATE: 12/31/09 t 7 SCALE: 1/2"=1' 12"MAX. 35 3/4"MAX. PANEL WIDTH C D PANEL WIDTH =* - :'* = Dwc.�;.LUBBECKE PANEL WIDTH ' NOTE 2 35 3/4"MAX. 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LONG AS MINIMUM ANCHOR EMBEDMENT ����� ���/� 28 41 Z �I DEPTH,INTO MASONRY,CONCRETE,OR ��� SES F' O ���i m¢z �L WOOD IS MAINTAINED. �� % P DATE:12/31/09 SEE NOTE 1 DO 9 a a''• e SCALE: 3"a 1, W a =* . * DwG.BG.LUBBECKE -I 1"MIN1'. T T ` CHK-BY: S.FREY � 1"MIN. - 1"MIN CH � 1� ' �u 5 O 1"MIN --I ��'E.=� DRAWING NO.: F 0 VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. 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SEE DETAILA MIN.EMB. ;1 1!4"MIN.EMB. 0 w yc z SHEET 15 O o 0 O Ln 3 -3.1--- 9 Wocl> - -- - -- -- - - 20- 10 ---- - - -- ---- 19 2 MIN`1/2"GLASS'BITE=s-' _-�--- SHIM THK:- "- -'g -1=-2-3- 4 1/8"TEMPERED SEE DETAIL A m D SHEET 15 10 w zw z - -- - �0 OPTIONAL MASONRY AND CONCRETE INSTALLATIONHEADERS C3 c;j a R jj/ z jj " 1 3/4" 3/4"AIRSPACE FOR HEADERS AND JAMBS �w �III1111��� w 9 d //��j%/�//j SEE NOTE 5&6,THIS PAGE Q O mmuio m X/j 41 DATE.- 12/31/09 Z 48 2 30 11/8"TEMPERED °;O 1. 3"=1' 2 EXTERIOR INTERIOR 7 SCALE: SEE NOTE 4 28 41 GLAZING DETAIL T T ` Dwc.BFi,LUBBECKE SCALE:6"=1'-0" CNK.Br: S.FREY I r \ HORIZONTAL CROSS SECTION ���c.�t� L �e°Z��� DRAWING NO.: 12 VIEW AT DOOR LATCH/SIDE JAMB ���`J'" dl.g D�]a�\��, JW162009 (MASONRY AND CONCRETE INSTALL) o-S� e. ..2� FBPE CerL'al�•LIiI�11Cn-No.295]8 SHEETj?_OF 16 I!, 691/2" 39 3/4" 7 1/2" SEE DETAIL E SHT.15 it! (BOTH JAMBS) I 81 3/4"MAX FRAME HEIGHT(INSWING) 80 1/2"MAX FRAME HEIGHT(OUTSWING) 5" 5"TYP. z — — —� m I D_n m v mZo 0 1D �Q;3 mm OZ r I' O C C7 _I 'p; Il zz — — — f' � — �O XOcow. r mrc. v I r J r/ 14'MAX.O.C.TYP. y X m 1m �m -0 i;0m `n-mi a_ r r w n 14"MAX.O.C.TYP. •� I+3"TYP. 5 1/2" 39 3/8" r m SEE DETAIL G m 0 SHT 15 951/4"(INSWING) D 94 1/2"(OUTSWING) w N 2 F 13 1/2" — 'I 5"TYP. 3"TYP. 3"TYP., +4 ° :0m za *O 0,0cnr � � — M�— z oA — zlm XZ 0I2--1' O i I �_ I I — — I a' Z — — 0 — — �R 1 0 m;' 1LiL OI 01 / p I/ 69 3/8" �% e 1Odd* y � x 39 518" >; �. �m 7 3/8" �m 1 m m c'n m • 'n_ OIC D D D a V pl r r SEEDETAILE r= �' •O c SHT.15 = 00 zIl 0 0 o P I PRODUCT: $ JELD-WEN,INC. m P mg12.01.11 CONTOURS STEEL DOOR,WOOD EDGE6-0x6-8(XX)&5-0x6-8(O/0X0) w INSWINGIOUTSWING 24GA.STEEL3737 LAKEPORT BLVD. -n m �' oB ED CODE CHANGE SM PARTORASSEMSLY: KLAMATH FALLS,OR,97601 m ° ° A 10CODECHANGE JLA ANCHORING LOCATIONS PH.541-882-3451 m NO DESCRIPTION BY INSWING/OUTSWING p'A REVISIONS I�I 14"MAX.O.C.TYP. i SEE DETAIL G�5 1/2" SHT 15 39 3/8" c _ (A r D m 81 3/4"MAX FRAME HT.(INSWING) w m v M !' 81"MAX.FRAME HT.(OUTSWING) D v �P "5TYP. 5"TYP. 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SEE DETAIL B \ / 2-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. — / WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. -1 O 3"TYP L I r y r DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR r / 1 SCALE:6"=1'-0" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT J T ► ) I I I I I I I / IS MAINTAINED. Z O Q Cq Ico w nCq W Y 2 a0 O w w 1 34 39 12 Q 0 47 � rn w ° c) w ��, M Q z to "' m c' " rn / \ c� Y d p ° �j1 3 4 Lu = 2 3 �\ 1 9 g ) DETAIL D q LL LL 23 ASTRAGAL w N TOP STIKE PLATE w w N m a 9 1 3 4 28 ow 28 SEE NOTE D o w z 5 #2 8 7 0 6 o co � �a F ° TYP. DETAIL B DETAIL C a n cc CORNER DETAIL AT HEAD CORNER DETAIL AT SILL °X O p I I I I I I I I 7 7 0 MULL T / MULL / W > K o ' \\ DETAIL E �� m o EE DETAIL C I� HINGE DETAIL z y z 70- < Q O ANCHORING LOCATIONS TRI UNIT INSWING/OUTSWING UNIT(0X0) 27 49 DETAIL F p Z a SCALE:1/2"=V-0" 27 0 ASTRAGAL BOTTOM g> INSERT PLUG(INSWING) m m DETAIL G #8 X 2 1/2" 38 23 LATCH 8 DEADBOLT STRIKE 47 z 0 WOOD SCREWS 27 PLATES _¢zo - TYP. wvarn 27 O 0 Ee z 0000 2113439 38 poOW� 24 0 U, 27 x o -- - -- DETAIL F ASTRAGAL BOTTOM(OUTSWING) N 0111111111" --- 2 NOTE(S): ,�� SES F. O �i�� m¢z 35 1-ANCHOR SPACING FOR BOTH —: 12131109 1 4 INSWING 8 OUTSWING. S :O 2-SCREW#28 IN DETAIL C,NOT USED IN 7 SCALEAS SHOWN (XX)CONFIGURATION. -* Dw°.BS.LUBBECKE ;• TT DETAIL H DRAWING S.FREY CORNER DETAIL AT TRANSOM MULL �n�F aWy F N" p ��,,\\ DRAW NG NO.: DETAIL I �i��q'Bulldt} � JW162009 MULL POST SILL SIMILAR FBPEC. 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