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, <br /> TABLE 1 <br /> Section Center Stile Location Max Design Loads <br /> Pane!Type �Measuted fram Left Edge) Allowed <br /> Width 1st in 2nd m P�g�fitie Negititie <br /> �ft) � } � } (pSF) (PSF) <br /> 6'Q Short 24.406 47.594 34.2 40.3 <br /> &'Q Oak Summi 24.644". 47.357 34.2 4Q.3 <br /> 7'0 Short 29.200 54.800 29.3 34.5 <br /> '7'0`Qak Summi 29.144 54.857 29.3 ' 34.5 ' <br /> 7'2 Short 30.2�Q 55.804 28.6 33.7 <br /> 7'2 Oak Sammi 29.894 5B.107 28.6.,. 93.7 <br /> 7'4 Short 31.200 56.$00 27.9 33.0 <br /> 7'4 Qak Summi ' 30.644 57.357 . 27.8 :"33.4".. <br /> 7'6 Short 32.2fl4 ' S7.$06 27.3 82.2 = <br /> 7'8 Long` A5.000 , - ' 27.3 32.2 ' � <br /> T 8 Oak Summi 45.000 ' ' 27.3 32.2 � � <br /> 7'8 ShoR 32.204 6d.QOQ 26.7 31.5 � � � � � <br /> 0 <br /> 7'8 l.ong 46.000 26.7 31.5 A <br /> . 7'8 Oak Summi A6A00 26.'7 31,5 <br /> 7'10 Shod 33.00Q 61.004 26.1 30.9 <br /> 7'10 Long 47.000, 26.1 30.9 <br /> 7'10 Oak Summi 47.000, � 26.1 30.8 <br /> $'� Shott 48.Q00 25.6 3Q.2 AvNUS�m,�a coxfl.u.u�ro.vs <br /> 8'0 Eong . 45:000 . . 25.6 30.2 "� <br /> 9 8'0. Oak Summi : 48.0�0 25.6 30.2 <br /> 8'2 Short 49.000 25.1 29.6 <br /> $,2 �ong ,�q� 2�,� Zg,� , WOQD JAMB ATTACNMENT TQ STRUCTURE ,�,v e�aso��s n�� e� <br /> B'2;Oak Summi � , 49.000.. ' .`,�5.� Z9.6 �j��ERTICAL �qMB ATTACFIMENT TO M��O FRAME STRUCTURE <br /> 8�4 $h01'� 5�.000 24.6 29.0 5/16'%3'LAG SCREVS STARTING 6'FR�H ENDS THEN 24'O,C.(1 1/2'EMBEDMEN7) <br /> ?X 6 VERTIGA�_�AMB hT7({CHHE�T Tt7?.D00 PCI .pN R�T �1A1C SIZE �;:.••+ <br /> , $'r} {,6�g SQ.QpQ ' � `Z4.6 28.6 HtITI KVIK BO�T 3!8'X 4'STAR7INfi 6`FROH ENDS TNEN 24`O.C.C2 7/2'EMHEDMENT) 9'x 14' •' � <br /> 8�4� 081C,�'fUfi7fC11 50.000, 24.6 �9,0 HSITI SLEEVE ANCtiQR 3/8'7C 2-3/4'STARTING 6'FROM ENDS THEN 24'Q.C.<i i/4'EMBEDNEM) �"'� , <br /> ITV/RAMSET REDHE(+D<TRU-HOLT)3/8"%4'STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'EMHEDMENT? pEgc��OADS <br /> $�� $h01'� 51.000 24.� 28.4 ?%6 VERTiGAL �AMB AT7'ACHMENT TL7 HO OW -90 H�K +228 PSF I/�+���••• ' <br /> l4R 51:Q00 24.7 '28:4 SIMPSON 1/4'X 3'T1TEN SCREVS STARTING 6'FR�H ENDS,USE PAIRS dP FASTfNERS -26.9 PSF N �' No��•� <br /> a�8 9 C3'APARA AT 24'O.C.Ci 1l2'EMHEDMENT> := + • <br /> �'B Qak Summi " b1.040�- ., � .24.1 2$.� MITI 3/d`X 2-3/d'KVIK-C�N IS+SCREVS STpRTING 6`FRtIM ENDS.US£PAIRS�F '(E57 tpApS '.�., .��OOI' <br /> FASTEN�RS C3'APARA A7 2�'O.C.Ci 1/4'EMBEDMEND +34.2 7� . b ��� <br /> 8�� $flql't �Z.�00 23.6 Z�.J -40.4 PSF � 8TA'TE OF .• <br /> 8�� , LOfIQ 52.000' 23:6 27.9. ?%R VERTICAL�JAMB ATTACHMENT T�CROUTED C-90 HLOCK(2000 PSt GRDUT) p,,,�,,�� <br /> HILTI SLEEVE ANCH�R 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24"O.C.tl 1/4' �;���.SbASI�'�'� <br /> $'$'.OBY.'SUtlliiil r3Z.�(IO, . Z3.Ei, Z7.$ . EFtBEDMENT}SOR.USE FASTENERS F6R tI0LL0V C-4D BLOClO <br /> B�'IO SI1Qf'� 53.000 Z3.2 ZZ4 �LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. •�F���• <br /> ' S'10 � Long S3.00O'� P3.Z � °YZ$� �PREPARATI�N OF V00D JAMBS BY OTHERS �� <br /> 8'1Q Oak Summt 53,OOD ' 23:2 27•4 vonn coNCREfe tm�tov�oc ry�%/ <br /> STRUCNRE STRt7CTURE STRUCTURE ��TED B�QC y���'�V" <br /> 9'0 Short 54.000 22.8 2&.9 z STRUCTIIRE �' <br /> 9'0 Long , `54.000 22.8 26.9 . q <br /> 9'Q,_Oak'Summi 54.Q00 , ' 22.8 26:9 = S63 CAItRIRGE CMR YINSTON-SN2M.ru, enos wvn�nnaxm+ <br /> W M4DSL �1506 STRATFORD 30p4 <br /> ��� �_ � MODEL �¢1200 HERITAGE 3000 <br /> v'2�wiN 2-a'ia•MiN i-vz•hlN 4' MODEL �1550 OAK 8LIMMIT 8000 <br /> 2x6�ana �JIOR7', (ANG, FLUSH & OAI{SUI�LHIT PANIIS <br /> TYP. 3'MSN <br /> Sb�EEiMiBY tdR GAtE 07jQ7f12 ORAMNCtANHR <br /> g ��� o�h IRC-1509-120-15 <br /> 94TJOF3 <br />