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WOOD JAMB ATTACHMENT TO STRUCTURE
<br /> ?%6 V RTI-A AMA ATTALHM NT TO WOOTI FRAME cTR TItRF
<br /> SPLICE TRACKS AT THIS LOCATION 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 24.O.C.(1 1/2'EMBEDMENT)
<br /> W/(4)1/4'-20 TRACK SPUCE BOL75&NUTS 2 X 6 VERTICAL JAMB ATTACHMENT TG P.000 PSI CONCRETE
<br /> SECURE TO UAMB VITH(J)5/16'GIA N 1-5/8' HILT I KWIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'O,C,02 1/2'EMBEDMENT)
<br /> LAO BOLTS HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.(1 1/4'EMBEDMENT)
<br /> ITW/RAMSET REDHEAD CTRU-BOLT)3/6'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT) '
<br /> 2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK
<br /> TPSON 1/4'X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS
<br /> APART)AT 24'D.C.(1 1/2'EMBEDMENT)
<br /> HILTI 1/4'X 2-3/4'KWIK-CON 11+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF
<br /> FASTENERS(3'APART)AT 24'D.C.(1 1/4'EMBEDMENT)
<br /> ?_X 6 VERTICAL JAMA ATTACHMENT TO GROUTED[90 BLOCK(2000 PST GROUT) '
<br /> HILT]SLEEVE ANCHOR 3/e'X 2-3/4'STARTING 6'FROM ENDS THEN 24.O.C.C1 1/4'
<br /> EMBEDMENT)(OR,USE FASTENERS FDR HOLLOW C-90 BLOCK) '
<br /> :LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
<br /> (SP ICET :PREPARATION OF WOOD JAMBS BY OTHERS i
<br /> 12 GA,GALV.STEEL
<br /> E-N pnpCNBEO/ 1/4'-20 WOOD CONCRETE HOLLOW BLOCK GROUTED BLOC j
<br /> TRACK SPLICE BOLT&NUT STRUCTURE STRUCTURE STRUCTURE• STRUCTURE I
<br /> _ I
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<br /> t
<br /> FA 22-3I/4'MIN I-1/2'MIN F4' i
<br /> TYP,JAMB
<br /> is 3•.MIN
<br /> TRACK CONFIGURATION FOR 6'6'UP TO 14'TALL DOORS(SEE TABLE 1)
<br /> N.T.S.
<br /> AVAILABLE TRACK CONFIGURATIONS
<br /> N.T.S
<br /> TABLE 1 TABLE 2 TABLE 3 NLY I oLBwoOFREMNS DAtE aY
<br /> DOOR TRACK ATTACHMENT SPLICE DOOR SECTION HEIGHTS Max Design Loads
<br /> Section Center Stile Location MAX SQE
<br /> HEIGHT AlB C D E F G H S HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 Allowed _
<br /> " ,n, N,..„ ;r Panel Type (Measured from Left 14'Hoi±i �� •SH• !
<br /> 63:ef„ ' -7. s 1t4 0." ._.2 21"^ 1'-":; 1:• c'.2;1:�,:° W idth Positive Ne ithe m� __ _` '_ ,... ..7.Q.,'r 1:,( .�..,:24 2.1.: ,...:�'... ;p2;1�% Ede g -N �p•5 B�
<br /> T 10" 21" 42° 63 76.'Y' 13'6"' 21" 21" 21 21" 21" 18 t18" 21" (ft) 9 ) (PSF) (PSF) DESIGN LOADS �0�":•'rwp.A�� i•'• �°
<br /> - +26.7 PSF d'`' . •: � ,
<br /> T 6
<br /> e;
<br /> _, .. .. ..... ...:..:......:.:•;.._.:... ...�. :r. , ..t„. :. ,B1';I r., ''0;%� ,.51i'oit 00-:,•,,. 3050 .�• N
<br /> .._ :�2..... .; ... ....1:13.'•<'s.. _.... .:g. .t.,48�Q �s>rc<i`:�:35:5`4 F
<br /> 8' 10" 21" 42" 63" 88" 12'6" 21" 18" 18" 18" 18" 18" 18" 21° '
<br /> °. I N
<br /> 0 °
<br /> n. B
<br /> !', ... ... ..� ., :., .:+ .,._S ..: ... .. ...... ... .. .... ♦ .I !o - 1ST"�0OF9Q!WADS -
<br /> Long 48,000 ,30.0 35.5 9�� �• �,;
<br /> .63. 8. �. :'a:: .7c:_ :a ( ) e 8
<br /> „ n 1x,0...... 1. .21... 1r.:;r2:f• f 18!;; 21.. ,Skt"orti;" i;49OQQ
<br /> 9' 10" 21" 42" 63" 84° 100° 11'6" 21 21 21 18" 18" 18" 21 8'2 Lon 49.000 29.4 34.8 -aza PSF i9pRypP.= -`
<br /> y
<br /> :.y ..r..r.. ::�. y �3,.... a,,.,.,. ,•�_:�....... .:.: ,p,:�:�.;2:-.'::l t. :1&!� .8'!�r i1,8^"_. .1� o:ao� '28:8•'r:•, 4:1r
<br /> :-_-.. 4d:M�ra-1:>c=:','"_...,:.,`".<?:.3,. ...- LARGE N11551LE '^ •.... "3
<br /> 10' 10" 21" 42° 63° 84" 105" 11T 10'6" 21" 21 21 21 21" 21" 8'4 Long 50.000 28.8 34.1� IMPACT g3 011AL ��
<br /> •.n<- n: --_ _ - - RESISTANCE '"
<br /> a:• FL
<br /> ;0'.,D':'�` -1='!'•'2 1:s:r:'f8":� 18:. �21" -�'8' - t:�'. :;,t :;•:
<br /> <...., as;1,,>s..,Si':+2. ,. .. 1-.•a2..., ..-.-......-. -:. .._..°- Baas,..6:=sh:;Sfiarr:3,�;::;,,.-~fur,�1't:.Q00;<a�::;;;.>y':,.r.;�';28t^2`�:';';,�..,�3ft}i-...,
<br /> 11' IT 21" 42" 63" M' 105" 124' 9'6" 21 18" 18" 18" 18" 21 8'6 Lan 51.000 28.2 33.4
<br /> ?14'< 2=:10",:21".•>i'$2:'2'63"i iB4"-105 ; ?`- :30"e:" n;;:,:t K; - r• 9
<br /> ;:9..A�. ....1:8 • =.8..^ ':1 ;;1,ga-•is1'fl"'�1.8"9 Fr+B' 'o '3:,-. _ - is#::• _ a�' ;
<br /> ._ .. .:.: ...•: . 1... ,.B:•`s .i •8..r �.S,h It,. �i52'000:<<!;i>sr.
<br /> 12' 10" 21" 42" 63„ 84" 105"126" 136' ., n `;Y' . .0 - 27•a:>?,e.:.•%%3Z 8=
<br /> 8'6" 21 21 21 18" 21" 8'8 Long 52.000 27.7 32.8
<br /> 63:- 61'42.`::% ._,.... n::<. ns v.s_-n.. r=NTRCMATIC
<br /> r.. g'_.p' :2 '1.8.; 1$ 8s. ,.2. S'ti' :rt?•' 0;:
<br /> .1.. . 1 ,: " 53':00 ._ 27f 32 F l65 CARRIAGE COURT VINSTON-SALEH N.C.27105
<br /> .. tQ h
<br /> 13' 10' 21° 42" 63" 84" 105"126" 148 18" 16" 18" 18" 8'10 Long 53.000 27.2 32.1 'y MODEL 1200 HERITAGE 3000
<br /> :�0!:=21rF 42^ 63 i':84 :105i:126".:L47 ::3(59''Wa -;..,
<br /> 7.r.0•'"-::•. .
<br /> MODEL #1200 OAK SUMMIT 3000
<br /> 14' 10" 21" 42" 63" 84° 105"126"147° 160' 6'6" 21" 18" 1 B" 21 9'0 Lang 54.000 26.7 31.6 SHORT, LONG, FLUSH & OAK SUMMIT PANELS
<br /> ALL TRACK ATTACHMENT SPACING+/-2" ALLOWED SZE MV BY RU( DALE W/1B/11 DRANNG NBfER
<br /> WITH SYP OR SPF NO. 2 OR BETTER ONLY
<br /> B (1Bo¢o er DArt IRC-1209-130-11-I
<br /> ISM 3OF3
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