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HomeMy WebLinkAboutNotice of Acceptance (4) I LINKS TO OFFICIAL F FII - TENER SERIES Tener Series® Lag Tener Wood Entry Door HOME -- Limits of Use WHY FIDSI? Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes PRODUCTS Impact Resistant: Yes Design Pressure: +70/-70 VENDOR RESOURCES Other: InstaLLation Instructions CONTACT (CLICK TO DOWN LOAD)_FL15916_Rs_II_LAG TENER SERIES DOC Verified By:WILLIAM D. COOK PE#43904 Created by Independent Third Party: Yes r f Evaluation Reports (CLICK TO DOWN LOAD)_FL15916_Rs_AE_Tener Evaluation repor Copyright 2016 Florida Impact Created by Independent Third Party:Yes Door Systems Inc. STORM LINE SERIES DIRECT SET SERIES PORTILLO SERIES SHOP DRAWING REVI EW NO EXCEPTIONS TAKEN ( ✓) PsAKF CORRECTIONS NOTED { ) ir.CTED ( 1 iCL ':nriT i THE. iNFORNIATiON U(v?ENTS. C0N- 'TRACTOR IS RESf'v;':�' [),lov�ciV310N; TO 9E CON- FIRMED AND CORRELATED AT THE JOB SITE; FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF THE WORK OF ALL TRADES. ;�/Fi-i.-N/NVOLDARCH"ITECTURE, INC. DATE_" BY , I d' 1 r I i I e l TENER SERIES WOOD DOORS ,-r3-21 CLUSTER OF FOUR(4)SCREWS k & SPACED 2'APART CLUSTER OF FOUR(4)SCREWS 32 CLUSTER OF FOUR(4)SCREWS Z3 TWO(2)1HRU STRIKE PLATE SPACED 2'APART SPACED 2•MART o SO J/4.OD. ' (2)JAYB FASTENERS THRU NINCE 23 TWO(2)IHRU STRIKE PLATE (2)JAYB FASTENERS 1HRU HINGE f m t 'fMRU FRAME O (i 1HRU FRANE QTWO(2)TMRU STRIKE PLATE 4E•LEAF 12• 1 ASTRAGAL SEE HINGE DETAIL'A'SHT 3 12• SEE HINGE DETAIL'A'SHT J _ 27 28 Wx 27 28 1 MAX 8'MAX 29 7�. 2O 4 / 4 29 / 4 32 / °4 5 (2).FASTENERS TIRU HINGE \ G-2 1 THRU FRAME ' S=.: HINGE DETAIL'A'SHT 3 G1 P-1 i \ 2 c / P-1 27 28 OR \ d 3\\\ 3 ? / SIM \ 2 SIN.. G-2 \ RP1 D.L27 O. 9 I o 2 RP-1 2 "+\ 1 c Sim. n 1/2 o STM. 3 3 1 3 2 2 2 D.LO. 3 2 O.H. 3 z 3 / O.H. \ / _ 3 \ 37 1/Y SIM yT i 2 O.H. 2 2 D.IA. 2 O o.N o }� P n o TYP 31 Z 1ip ZZ� r` W m 1 OUSTER OF FIVE(5) 3 I SEE I 12'O/G W O = 17 0/C. THREE(S)THRU 1Y 0/C. SEE ANCHOR CLUSTER E•YAK 1 y SEE ANCHOR CLUSTER E'MAK MAX p Q 8•MAX NAK Z1Po 2MTS�ACm E'MAX MAX NOTES FOR RECT.DOOR NOTES FOR RECT.DOOR OO m m O. A.UNIT WD. TWO(2)THRU THRESHOLD EB'5/3.OA UNIT WD. O N S SPACED 2 1/2•FROM STRIKE 9E 3/E'O.A.UNIT WO. m PLATE ANCHORS TYPICAL SINGLE LEAF DOORS w.5 s RECTANGULAR DOOR EYEBROW TOP DOOR ARCHED TOP DOOR z- a 50 3/4'O.D. ELEVATIONS VIEWED FROM EXTERIOR 4aLFAF DOOR PANEL GLAZING/INFILL OPTIONS i wg OUT-SWING DOORS SHOWN .(2)JAMB FASTEHERS'THRU TYPICAL GLAZING(SEE GLAZING DETAIL -4/3"1 IN-SWING DOORS ARE SAME I SEE HN(GE OETNLEAµSHT 3 7/16 LAMINATED GLAS-LAM 'SAFETY PLUS" 2 DETAILS EXCEPT FRAMES ARE 20 4 7 28 G1 3/i6" TEMP. - .100" POLYESTER RESIN CORE NST P.E.T. FILM EXTENDS 1 1 8' PAST GLASS EDGE TYP FOR IN=SWING DOOR THRESHOLD - —___ 30_. _- _ _ —`- _.: .0 1 .. - :_ INSLLA D A IN _. AZIN 'D TAI"''SY3 SEE`DETAILS2A:-&"3A ON-SHEET 4-"_.._..._..........._..........--.- .- _:. 1" INSULATED GLAS-LAM 'SAFETY PLUS' 2 o w g 3 R 1 s G2 i/B" ANN. - .125' POLYESTER RESIN CORE WITH .010"PET FILMu n o . ..........._. ..-- - - B=TEMP--1--2=AIRSPACE—I-B�-IEMP-INSIDE-LITE--- —-- -' P:C•:T.PttM'EXTENDS-I-PAST-GL-ASS-EflGE-TYP-� - J UZ ' RAISED WOOD PANEL,MAHOGANY 1) THIS DOOR SYSTEM TESTED FOR LARGE MISSILE IMPACT. SHUTTERS RPT 1 1/2" THICK®CENTER " ARE NOT REQUIRED. WIND LOADS SHALL NOT EXCEED THOSE SHOWN 2 2 _ 5/8' THICK ®EDGES IN THE LOAD TABLES. 2) THIS DOOR DESIGNED TO COMPLY WITH THE 2010 FLORIDA BUILDING DOOR PANEL MAY BE RAISED WOOD PANEL/ OR GLAZED OR COMBINATIONS :0: o o CODE, HVHZ REGION. TESTING.AS PER DADE COUNTY PROTOCOLS 2 REFER TO SHEETS 6 AND 7 FOR PANEL OPTIONS -V PA-201, 202 & 203. E a 4 -_ • < T4r W- MAXIMUM ALLOWAB WIND D PRESSURE FOR 3) WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 3�•, a' :-Jz TRANSFER LOADS TO THE STRUCTURE. BUCKS SALL BE DESIGNED BY m'F— LARGE MISSILE IMPACT DOORS: PROFESSIONAL OF RECORD_ I 31 #II` SEE CHARTS ON SHEET B .:' 4)) BUCK FASTENERS SHALL NOT EXCEED 16" O.C. SPACING. FASTENER TYP 1 wADx/.c' E•uAK ++i "" E(4BEDMENT INTO BASE MATERIAL SHALL BE BEYOND.WALL DRESSING HARDWARE: OR STUCCO. G-U : MULTI-POINT HARDWARE 5) 33%WIND LOAD INCREASE NOT USED IN THE DESIGN OF THE TYPICAL SINGLE LEAF DOORS HOPPE: MULTI POINT HARDWARE DRAWING NO: SYSTEM AND ANCHORS. INCREASE ONLY USED FOR WOOD KWIKSET: TITAN SERIES CYLINDER LOCK &DEAD BOLT LAG-TEN ANCHORS. VIEWED FROM EXTERIOR GRADE-2 OR SIM. SEE SHEET 2 FOR DETAILS SNEEr no: i of a BB S/B•O.A.UNIT WU. ENLARGED ELEVATIONS sa a/e•O.A.lour WD. � 41i•DOOR LEAF 49•DDOR LEAF o 1Y O.C. 48•DOOR LEAF Qr DOOR LEAF (MUSTER OF FOUR S4)SCREWS 3 T 2q NAIL 6• CLUSTER OF FOUR 4 SCREWS m SPACED 2 APART h ) TWO(2)THRU STRIKE PLATE S 2B 1 4 7YAD(2)SPACE THRU STRIKE PLATE APART& a 2B ® TE 5 S ® STRIKE PLATE 2D 2D - ZZ IDA 10A I G2 SEE DETAIL 5 \ \ 12 \\ 4A \ /4 12 \\ 4 / ii G2 1 I \ / II J/l•ASTRACAL \\ 5 / 3/4-ASTRAGAL \\ In O 1 / II s 1 HY 2A 28 2C \ 4 p IEAF N p iS a R P71 I \\ \ d RPT o }o o I i 2A 2B 2C o m Waz \ o io / \ I 371 wA1L DLO O w m'm v Z I n 1/x•NAIL D40 4 5 PER LEAF ' _mil 0 20 ¢ \ --- --- / \ I / 6 n w ¢ \ i j �1 M.FAA rFRS THRU HINGE \\ ! /// Z / SEE DETAIL'A'SHT 3 TYPICAL FOR ALL HINGES 28 2A OR 2B 29 32 32 \ ' / uACNuw Loos \ I / O ACME PANEL GULLYLl V 4w�1 ^ i HOB \ I 1DB w yNn._ tDe 11 tDB /. I I 1 w f10 2 4B- STPoKE"PLATE—_ — 31 5 5 Y t7 STRIKE PLATE THREE(3 THRU 31 TW 5 5 6•uAv FLUSH-BOL-T STRIKETHREE 0 W __ o - T1y2`APARi rTRLKF 'h o A-5101p_OF_ptRIR W --- -- __. - .__. CLUSTER OFFlVE(5)TOTAL __- 1YMA% AT MID-POINT OF-THRESHOLD o __-- - AT MID-POINT OF THRESHOLD \,4s'Alk Ip/l•4�/ ELEVATION OF OUTSWING WOOD DOORS ELEVATION OF OUTSWING ARCHED TOP DOORS %T ,��`�G 'I i�-J1 ice^ (UNIT SHOWN FROM.EXTERIOR) (UNIT SHOWN FROM EERIOR) O': K V a r; SCALE 1/2'=1'-0• O SCALE: I/V-1'-0• NOTE:FOR INSWING DOORS DETAILS =4/ z NOTE:AWE EXCEPT FRAMES FOR INSWING DOORS DETAILS ARE SAME EXCEPT FRAMES ARE _ .ARE INSTALLED REVERSED. ARE INSTALLED REVERSED. J�U ¢ "'I +b W +i. p `J` • ICI • KJ• .. �S�{5+\ `` .4l ••PROFESa` 08 21 12 DRANIXG ND: LAG-TEN SHEET N0: 2 OF 8 I 11/2. MN.EMBED TRIM BY OTHERS INTERIOR er ACTIVE PANEL bT2tX&sT � INTERIOR o ' N� m J of 11 'STOP PANEL IN-ACTIVE ASTRAGAL o BE PCL�ABSIEIfGE 17 FINISH NAIL SEE BED IN DOW 995 SEAUINS GLASS ETAILS--77 1BUCK omn STAGGERED THIS PAGE / FASTENERS Gl 1 BY OTHERS U N ZpZ A a•" o� 1/16� 9 16 DOUBLE FACED GLAZING TAPE _ B NA]OR IDS cti:__L�Ass e11E EXTERIOR EXTERIOR PERIMETER SEALANT(TYP �. :;i e GLASS DETAIL FOR IMPACT DOORS TRIM BY OTHER 1/4'MAX. 3 N Of 1 ASTRAGALDETAIL SHIM 0 3 2 JAMB DETAIL p a OPTIONAL 0 0 PANIC HARDWARE 1i-0 ro 6 VON DUPRIN�HEXIT lZ 0 Z ' STAGGERED MID SOTfO NT INTERIOR_ SEE ENLARGED oErAlis p z na. LATCH ONLY THIS PAGE V1 VARIES I ��STILE O w m � .. ¢ Lu STOP < APPLIED MUNTIN FACE OF 27 3 n 00 K v TYPICAL HINGE S -a 4 �ZI 32 ED 29 ~ __ (i o ACTIVE PANEL ACTIVE PANEL 25 U0 C.U.IX2 HOPPE LOCK MECH. t 6 GE SILPRUF 2000 U' S INVERTED.TOP AND BOTTOM SEALANT 1/B'x 5/B'BEAD 27 EXTERIOR ACTIVATION ONLY .1 aFP �. 52 _ 6— OMMERGIALASTRAGAC - T _ APPLIED MUNTINS DETAIL A". _ _ -9 - •¢o 8WC i < w STOP -3-IS(THICK STEEI_SS FLAT _.. - __._ - ._.-_._ ___--_..._._._.. __...._.__ _.._ _.._._._._--_.. FOR 8. BEY�'7 SS EDGE 17 FINISH NAIL &BOTTO/M OF EACH DOOR 14 NTER SUNKSCREW�HEAD: `,110 m BED IN DOW 995 SEALANT TOP O 6 •c ��: \ ® ® 0 (BOTTOM) ® W ® :> o ! Q: F DOOR BOTTOMmj DOOR 6/6 16 0OU13LE FACED DLA7JNG TAPE EXTERIOR SIDE ����� ���PIR GLASS SITE EXTERIOR for DATE g e STEEL FLAT BAR DETAILS NOTE SUBSTRATES MUST BE 08 21 12 INSULATED GLASS DETAIL FOR IMPACT DOORS WATERPROOFED OR FLASHED DRAM NC NO. S 3 (APPLIED TO TOP AND BOTTOM OF EACH DOOR) BY CONTRACTOR , LAG-TEN SHEET NO: 3 OF 8 f i P.T.BUCK- 2"x4 MIN, BY OTHERS ;;f; ' a ,°'• -' . a• _- BUCK FASTENING 1;: •191,A@10R®OR µ?3', BY OTHERS : 2 1/4• c BRICKMOLD BY OTHERS ., n L :Al; r WOOD PANEL DETAIL ER a/4• ��, PERIMET SEALANT Q SCALE: 1/2•=1" EXTERfOR ,NTEftIOR HEAD DETAIL EMBED 1 1/2'MIN. 4 SCALE: 1/2•=1" 25 ADHESIVE BACKED —ADHESIVE PILE 31 SEE ENLARGED l GLASS DETAILS LANT BED z PACE 3 . p0 p N G 10 oa EXTERIOR INTERIOR EocE osT. U2 rn R 21 38 OPTION;PEMKO ALUMINUM z` -Z � 00 1 4e SADDLE THRESHOLD L''l z o Q 3 SILL DETAIL SCALE: 1/Y'=1" 0 cr w m a 0 4 NON-WATER RESISTANT THRESHOLD p o o m a p SILL DETAIL SCALE: 1/2•=1• M' WATER RESISTANT 7�N p�J Ep 7A n w 4 THRESHOLD ;Art 8 CON OFUSEALANT SO%P OF CONC. W i 5CALE: 1/2•=1" F- Q• o i—� CONTINUOUS BED _ ° w.- OF SEALANT TOP OF CONC. SLAB 2-MIN. - w� p.. .. EDGE ISL zm • e Xc7 ¢o¢�' .._ Y'MW. 8WKW� mcE 4sc NTERIQREXT NOTE, SUB WATERPROOFED OR FLASHED.- _--- - '_ - EXTERIOR tt INTERIOR O BY CONTRACTOR 3A INSWING SILL DETAIL 13 D 4 NON-WATER RESISTANT THRESHOLD Q V. o •'s �' 2A INSWING SILL DETAIL 2 WATER RESISTANT THRESHOLD 1 ©E PLATE '2 21 +'• O STPoKE PLATE ADHESIVE BACKED 1/®tw% CHANNELS tNTNM. 5 TOP OF CONC. FELT PILE +++ 7A SLAB ++ ,k'••'PIR 4 - coNTNuous BED OF SEALANT , o,G' CONTINUOUS BED OF SEALANT 76' oatE: d o a a w OS 21 12 4 Q m ORANINC NO: FORMED ALUM.• b. d'e e Q 31 .a/s• ,a. ..e d w SILL PAN TYP. , • a" n q a n I.AG-TEN c d- a d d•• 1 ,q•' A Z SHEET NO: a 4OF8 GLUE WTH 20 FRANKLIN INTEfl ATIONAL < MLILTIBCND-2000 HOOD GLUE OR SIMILAR y 20 CAULK JOINT I,e I b a I a I GLUE W17H FRANKLIN INTERNATIONALMULTI is Ed OR SIMILAR 2000 WOOD GLUE ,� 5C I \ \ 7 � � I 5A i Z�� � �m W OO I J O ZT 7 �^ 9 O S2m w A a TYP.THRESHOLD CORNER DETAIL ( ? ARCHED DOOR PANEL 3 TYP.FRAME CORNER DETAIL S (ALL MEETING JAMB MEMBERS TO BE 5 CORNER DETAIL w¢ s ¢ rj (ALL MEETING JAMB MEMBERS TO BE SCREWEDAIAET A CORNERS) SCALE: N.T.S. WLZ�1-� NTS SCREWED AT ALL CORNERS) F- SCALE, NTS ci GLUE WITH 08 9 Z�$ 8" 2 118" MULTIBOND-2000 WOOD GLUE) z 5 n 8" 21/8" t FRANKLIN INTERNA7INAL K y�n AGLUE OR SIMILAR w twu 0 n . `RANK DR- ILAR. SIM -MUCRBND- 15B o m 158 U Wn 10 0 - 'P J V Z U n K 1$9 \ti IUp/IT GLUE WITH i5B 8.. 21I8" ���, •(�� ��M•.� ���i �, •• Z. FRANKLIN INTERNAL NA{. C/ •• v CCC,,, 2�= MUL7IBOHD-2000 WOOD SIMILAR M OR SIMILAR =p• ''??? s- t3 :O >. z \ z TYPICAL MEETING RAIL DETAIL 4B- TYP.BOTTOM RAIL DETAIL DOOR PANEL CORNER DETAIL 4A I DA 5 SCALE: N.T.S. rj SCALE: N.T.S. § SCALE: N.T.S. ;AN Q)f}11", DRAWNG NO: LAG-TEN SHEET'ND: 5 OF TYPICAL GLAZED DOOR PANELS: NOTE: DOOR PANELS MAY BE ANY CONFIGURATION OF GLAZED OR GLAZED PLUS SOLID CORE. ASSEMBLY METHOD MUST MATCH DETAILS. g m cr 0 ® ® ® 0 Oo a 0 zQm TYPICAL FULL GLAZED DOOR. TYPICAL GLAZED PLUS. TYPICAL ARCHED GLAZED w o = I MAY BE RECTANGULAR OR SOLID PANEL PLUS MULTIPLE SOLID O z¢ ¢ a < ARCHED PANEL CONFIGURATION O—m w 'D a 3 p umi a .1Om.e� m m F w .s Q Z� K TYPICAL SOLID CORE DOOR PANELS: (I p ?Wo NOTE: DOOR PANELS MAY BE ANY CONFIGURATION OF SOLID OR RAISED PANELS. ASSEMBLY METHOD MUST MATCH DETAILS � M W zr7 ®© O n a P--2L4CABLE—FOR-SO O n o W UZ J ZEID �rl r . . NOTE: DOOR PANELS MAY BE .��0 • mow•• �� ® RECTANGULAR OR ROUND TOP :V;Q. .14 `l �q TYPICAL SOLID DOOR TYPICAL MULTI-PANEL DOOR TYPICAL RAISED PANEL DOOR TYPICAL CURVED PANEL DOOR ����, •• 08 21 12 DRAWNG No- LAG-TEN SHEET NP. 6 OF 8 2 5/8' 2 1/4• OPT-WTHR STRIP KERF r o Y J ' \ N ' I 1/8'x 1/8'RELIEF 2'0.0' f 5 1/4' Y s 1/4• r f s 1/4- r F JAMB M also INSWING THRESHOLD ® OPTIONAL INSWING.THRESHOLD 2 J/e• {--- 1 J/4' h 1 1 1/2' s ock ODS 650 \ SEE DETAIL•2/4' a\ ® FOR PLAN NEW. OAK CAP ® WEATHER STRIP © REINFORCING PLATE ® c (51¢L) z j0 2• 5/16"THK. CAP 'PEMKO'SADDLE SILL �. INDICATES LAMINATED 1/4' °� 6" 0p Oa r QAT SILL p N � PLYWOOD TYP. �{^pJ/J� 1/4• 2.3/e' J/4' p_ a ®AT HEAD 5 \ HOLES 3 16' lal z O = `" o t� s/e• O 0m N w Aa w m GLASS STOP© n m J n o n 5 < h 3' 2 3/4' A STRIKE PLATE © MASONRY Z 2 7/16- (6063-TS) \ 8' 2 3/6• 3/4• ®AT SILL Z wo - _ ©AT HEAD r _ O -k-- _.�_— - — - — __ - - -- - Fr- -.. . - - 4 HOLES 3/16 iz ASTRAGAL® s J/4• $who g RESH zci ALTERNATIVE STRIKE PLATE w ...--1/4.... _.(6063-T5) ALTERNATE GLALNG STOP ♦♦♦♦O♦ � �' I�T-TI' H STILES&TOP RAIL INTERMEDIATE RAIL I p'W * $ j� (VERT./HORIZ) BOTTOM RAIL FOR Ic uNlr ®OR® 1/ 12•MIN. ® ® 411V I I !p U23 1 12 s 1/4'Mw. STILES&RAILS LAG-TEN xuc N.TS' SHEET NO. 7 OF • a ALLOWABLE WIND PRESSURE CHART MATERIAL LIST SINGLE OR DOUBLE DOORS-LG.MISSILE IMPACT o 1.SIDE&HEAD JAMB(1 114"X 5 1/4"(MIN.)RABBETED&KERFED MAHOGANY DESIGN LOAD-PSF NOTE:WOOD SPECIES OF EQUAL OR GREATER DENSITY MAY BE SUBSTITUTED FOR ALL WOOD COMPONENTS 2.LOCKING HARDWARE: NOMINAL DIMS EXTERIOR(+) INTERIOR(-) 2A.G.U.HARDWARE CREMONAR2(6 POINT)DOOR BOLT SYSTEM WITH LEVER HANDLE 8 STRIKE AT - 36"ABOVE BASE OF ACTIVE DOOR AND SHOOT BOLT MORTISED INTO DOOR OVERALL LEAF O/SWING OlSWING INSWING OlSW1NG O/SWING INSWING O/SWING O/SWIN INSWING PANEL WITH TOP AND BOTTOM STRIKES. HEIGHT WIDTH WATER WATER WATER WATER NOT WATER NOT WATER NOT FT/IN F7/1N REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED 2B,IVES MULTI-POINT DOOR BOLT SYSTEM WITH LEVER HANDLE&STRIKE AT GQ RED G•2 GR REQUIRED RP-1 G•1 RP-1 G-2 G-1 G•I RP4 G-1.RP-1 G-2 G•1 G-2 RP•1 36"ABOVE BASE OF ACTIVE DOOR AND SHOOT BOLT MORTISED INTO DOOR PANEL WITH TOP AND BOTTOM STRIKES.36" 2A 2,34 3B 3A 8 3B 2,3&38 ZA 34&3B 2C.TITAN CYLINDER LOCK&DEAD BOLT @ &ST ABOVE BASE OF DOOR SILLS 2D.STORM-BOLT @ TOP&BOTTOM 4/0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3.DOUBLE ACTING FLUSH BOLT BY G.U.AT THE INACTIVE DOOR WITH TOP&BOTTOM STRIKES 10/0 316 55.4 50.0 :50.0 55.4 50.0 50.0 55.4 50.0 50.0 3/0 60.0 50.0 50.0 62.7 50.0 50.0 62.7 50.0 50.0 4.STEEL HINGES 4 1Z X 4 12"X 3/32"THICK LEAFS(GENERIC)PAINTED,STAINLESS STEEL,OR OTHER FINISHES. 4/0 53.3. 50.0. 50.0 53.3 60.0 50.0 53.3 50:0 50.0. 5.STRIKES:HEAD AND SILL STRIKE PLATE.ALUMINUM BAR 0.125"THICKX 1 12"X 6' 8,GLASS:SEE GLAZING TABLE ON SHEET 1 916 316 59.0 69.0 50.0 59,0 50.0 50.0 59.0 50.0 50.0 `.7.6"XI31B"8063-T5 ALUMINUM BUMPER THRESHOLD. TO 60.0 50.0 50,0 S6.7 50:0 5D.0 88.7 50.0 50.0 $ e.MAHOGANY I OAK OR 6063-T5 ALUMINUM THRESHOLD CAP.. 410 57.1 50.0 50.0 57.1 60.0 50.0 57.1 50.0 50.0 9.21/4"X 5 114"(MIN.)MAHOGANY STILE. 910 W6 60.0 50.0 50.0 63.1 50.0 50.0 63.1 50.0 50.0 � 10.RAILS: 310 60.0 50.0. 5D.0 70.0 50:0 50.0 70.0 50.0 50.0 O A 21/4'X S 1/4"MAHOGANY TOP RAIL. 410 60.0 50.0 50.0 61.5 50.0 50.0 61.5 50.0 50.0 eo B.21/4"X 10'(MIN.)MAHOGANY BOTTOM RAIL 8!8 3/6 60.0 50.0 50.0 67.7 60.0 50.0 67.7 S0.0 50,0 S m0 Ix C.2 1/4'X 6'(MIN.)MAHOGANY INTERMEDIATE RAIL(HORIZ.OR VERT.) yp 60.0 50.0 50.0 70.0 50.0 50.0 70.0 50.0 50.0 R LL i u in¢ 11.GLASS STOP 9/16"x 5/8"OR 5/8"X 3/4" F- '+•O m 12.ASTRAGAL 7'X4 518"WITH 21/4"RABBET ON INACTIVE SIDE AND 2 5/8"RABBET ON ACTIVE SIDE - 410 60.0 50,0 50.0 66.7 50.0 50.0 66.7 50.0 50.0 Z O>_ W 2 p U 7 12ACOMMERCIALASTRAGAL 8!0 3l5 B0.0 50.0 50.0 70.0 50.0 50.0 70.0 50.0 50.0 t0 m 9 n 13.WEATHER STRIP 6W Q-LON QDS-650. 310 60.0 50.0 60.0 70.0 50:0 50.0 70.0 50,0 50.0 O o m m z 14 O I BOTTOM 0 GUIDE REINFORCING 1/8"TH STAINLESS STEEL x 10"LG x 118"WIDE.TOP M DOOR T E R N K A SS 1 42= . O w 15.PANEL LAG BOLTS -A.PANEL 3!8'x 8"STEELLAG SCREW B.PANEL 318"x 6"STEELLAG SCREW - LEGEND; W Z C.PANEL 318"x 12'STEEL LAG SCREW X-X.1 TYPE OF INFILL-SEE DOOR PANEL OPTIONS ON SHEET 1 OF UJI F 16.DOUBLE FACED TAPE 17.4d X 1 114"FINISHING NAIL 1"FROM CORNERS AND SPACED MAX.2IW O.C.FASTENING GLASS STOPS TO PANELS: 18.SOLID MAHOGANY RAISED PANEL-1 12"THK.@ CENTER,5/8'THK.(rig EDGES -TYPE OF THRESHOLD SEE SHEET 4OF 9 tS 19.NOT USED Z m ti 20.tR10x 212"F,H.S.M.S.(3 PER JAMS CORNER FASTENING JAMB TO JAMB).TYP. 21.NO.10 X2'PFHSMS FASTENING REINF.TO DOOR RAIL 23:NO.12 x2"174"PFHSMS"FASTENING"STRIKE PCATE70"HERD7AMB"873UCK- _______ _-__.____ _ ___-___ _ _ _ _ `_._._._ _ __._. .. _-TE&T%MNa MBL-IES:._._.._.. !u-1yN-r. --- -- WTSNBNG ? =_ (SCREWSEENETRATESHROUGHJAMB-B-INTO-BUCKa.a2")2 PERPLATE ..,.. -_.- - :-. .-.:--_-:.- :.- . -_:.-- ,-.REC-TANGUCtR.8'-Is90tSTRUCTURAt---P_-!.501.SO ns1 OT:DSE ._ . _.._.._. .._ _ .. _..._. .,-.__ __ .. _ __._. •- ..'IMPACT&'CYCLE P--60 f=70psY" 25.NOTUSEo ARCHEDTOP :8'x 10,STRUCTURAL P='+50150 sf Y t9¢m 26.NO.10'SQ"TO INACTIVE PANEL ASTRAGAL(1"FROM END,BALANCE @ 11'O/C.STAGGERED,MIN.) IMPACT&CYCLE P=+70/-70 psf O w d w N ASTC V BdGEi$3AM R'H G _ 2ff.-NO.-TZX`2­Tr2-FHbmS 1-ASTEN9Q6?INGt I V 4 UgVtKNINSTENE.Ru.MuSTPENETFZATE-SUCKMfR-rIT4"- IMPACT&CYCLE P= +50/-60 psf Y 31.-1/4'DIATAPCONS(LENGTH A5 REQUIRED FORMIN.13/4 CONCRETE EMBEO)212"MIN.CIC SPACING ¢ 212"MIN,.EDGE DISTANCE.POSITIONED AS SHOWN ON ELEVATION VIEWS AND SECTIONS. RECTANGULAR: 8'x 10'P=.-50150 WATER• @ 7.50 PSI O 32.NO 12 F.H.S,M,S.FASTENING JAMB TO BUCKS.EMBED 112'MIN. 1fP �i S. O O . .Qt w 2 M • 41t .Z= _o' �cavi o;p_ c)d ' ���'llRklltl+Ilq �PANING NO LAG-TEN sNeerNJ 8OF8