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END TO TRUSS TOP CHORD BAY SEE S5.0I g" X 6" X 16 GA. 'C" CHANNEL PRE- FAB DRAG STRUT AND/OR ROOF PANEL OF V"X3"XI6 GA. T.S. TYP ICBG tt4943P; ADD '1\l\\\\ C6X2.5XI4GA IN FIELD FOR A ADD'TL SUPPORT M om li� o 111 ® ® ,� #14 TEKS STAGGERED ® MIN, 3X3X3"[ ISSUE INFORMATION: ® I' 0/C FULL HEIGHT OF A TOP OF COLUMN o 0 �� SUPPORT STUD _ \\\\\�` DATE: INFORMATION: TYP FILLER PANEL. • 7/55.1.1 a&OIA (tr w- A 11/16/05 FRLv sIo ECK 1 0 16" GMU COLUMN AI�ARGN 2006 REVISlQN ECK Iri 0 1 PER PLAN A MAY 2006 �ELISI�I�ECK ` 4 PLAN CHECK TYP. ROOF PANEL , >I I — __ KIM - 4,8,11,1 A� - 113,ZUti REVISION a" ANCHORS LUEC. 14,2006 HDR/CMU/WALL TRUSS TOP CHORD CAST IN COLUMN ® CONN; TRELLIS/WALL OF LIVING QUARTERS (7 EMBEDMENT) RWIlft TRUSS - CONN 6" PLATE m EA. SIDE OF TRU55:(4) e" X 2 2" A501 BOLTSDRESDEN WALL PANEL PATIO HEADER WI (4) g" HEADER:(2) 3" X 2 �" A50-1 BOLTS -YPI' •L WALL PANEL 8 2 SEE 1/55.0 —� TYPICAL TRU FOR G.L. 4. SEE 1/S5.0 A 307 BOLTS ® LIVING QUARTERS SEE 5.0. SHEET INFORMATION: TYPICAL DAG ST .,-1- CO\\ECT 0\ 23 \OT „SED • PATIO -EADETO 3.'ILD \G 5 T ..SS/-EADER TO COLV\ II ER-TR..SS PA\EL (ECFV) 7 WALL JL,\CT 0\ 0 TOP OF WALL 3 PROJECT NO.: - SCALE: AS NOTED DATE: DECEVBE2, 2005 Ai m 1 PLATE WELDED TO JOIST 1 1/2" x 3" x 16 GA. T.S. PLOT DATE: v ATTACH TO ROOF FRAMING RIDGE JOIST M BERS W/ (4) #14x1 " TEKS DRAWING NAME: PATIO TRUSS TO HEADER CONN. TYP. SEE 53.0 FOR SPECIFICATION - I v2' SQ. X SEAL 16 GA. T.S. - TYPICAL g" OR 8" ANCHOR 0O TIP. TRUSS (2) 3" X 2 " A50-1 I �oFEssray BOLT a 2TB' S. Q -,-qtBOLTS I6" GMU COLUMN X 4 1/2' X1/8' P w�wO P¢N H. Rq �Fie PER PLAN - W/ I I/2' SQ. T.S / Z DI SPANNING TRUSSES c� No. C 057577 `�' 8 ANCHORS 14 I / SEE 10/55.2 x + EXP.12/2007 , \\ 5I : ,, . 4•,5, 5,--_-14-07 GAST IN COLUMN � t 3' X3/16' XII' P ........_..a\\\` \` (O (�" EMBEDMENT) `.• W/ 3- 3/8' M.B. • L c v ��P PRE-FAB HEADER �; EA. 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