four winds arena - sbc mag..."lus26" hanger from to each outrigger. 1x8 fascia, see...
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![Page 1: Four Winds Arena - SBC Mag..."lus26" hanger from to each outrigger. 1x8 fascia, see arch'l. scale: 1 2"=1'-0" pre-eng. wd trusses, see plan. 2x6 horiz. bott. chord bracing @ (2) 16d](https://reader036.vdocuments.us/reader036/viewer/2022081411/60a502a6946260778b56cc3d/html5/thumbnails/1.jpg)
SCALE: 18"=1'-0"
HSS12x6x3/8HSS
6x6
x1 4
HSS 6x6x14
HSS
6x6
x1 4
HSS 6x6x
2
HSS 6x6x14
HSS12x6x3/8
HSS
6x6
x1 4
3 4 5
B/TRUSS[16'-6"]
HSS 10x6x12
EMBEDDEDSTUB COL.
HSS 6x6x38
EMBEDDEDSTUB COL,TYPICAL.
HSS 10x6x12
EMBEDDEDSTUB COL.
10'-7
"04
6"-18GA. INFILLSTUDS @ 16",TYP.
L5x5x38"x5" W/ 14"
WELDED GUSSET @4'-0".
STEEL TRUSSMEMBERS TOBE GALVANIZED.
NOTE:TOP ELEV. OF TRUSS TO BECOORDINATED W/ ANTICIPATEDDEAD LOAD DEFLECTION OFPRE-ENG. WOOD TRUSSES.
T/ BM[SEE PLAN]
UPPERTRUSS.
LOWERTRUSS.
FULL-HT"LOW"ROOFGABLE-ENDTRUSS.
SCALE: 14"=1'-0"
03
06
SCALE: 12"=1'-0"
(2) 2x6 P.T. OUTRIGGER@ PLYWOOD SEAMS(4'-0").
2x6 P.T. BLOCKINGBETW. OUTRIGGERW/ (4) 12d GALV.TOENAILS, EA. END.
SIMPSON"LUS26-2"HANGER, EA.OUTRIGGER.
34" EXT. GRADEPLYWOOD SECURED TOEACH OUTRIGGER W/ (2)ROWS OF 8dRINKSHANK NAILS @ 3".
CONT. (2) 2x8P.T. PLATES W/34"Ø THRU BOLTS@ 24".
CONT. 2x8 FORPLYWOODSUPPORTSECURED TO EA.VERT. TRUSSMEMBER W/ (2)38"x3" LAGSCREW.
2x6 P.T.OUTRIGGER@ 24".
SIMPSON "LUS26"HANGER, EA.OUTRIGGER.
SIMPSON "H10"CLIP, EA.OUTRIGGER.
PLYWOODSHEATHING.
L5x5 W/ 14"WELDED GUSSET@ 4'-0".
SCALE: 1"=1'-0"
6"-18 GA. GALV.METAL STUDS @16"
CONTINUOUS16GA. GALV.TRACK SECUREDTO STEEL BM W/0.177Ø P.A.F.'S@ 12" TO EA.STUD W/ (2) #10TEK SCREWS.
WALL LOUVER,SEE ARCH''L.
1932" MIN. EXT.GRADE PLYWOODCONTINUOUSOVER 3 OR MORESTUDS ANDSECURED TO EA.STUD W/ #10 GALV.FLAT HEADSCREWS @ 6" ATEDGES AND ALLINTERMEDIATESUPPORTS AND@12" O.C IN FIELD.
CONT. 2x6SUB-FASCIA W/SIMPSON"LUS26"HANGER FROMTO EACHOUTRIGGER.
1x8 FASCIA,SEE ARCH'L.
SCALE: 12"=1'-0"
PRE-ENG. WDTRUSSES, SEEPLAN.
2x6 HORIZ. BOTT.CHORD BRACING @24" (MAX.)(2) 16d
NAILS, TYP.
PLYWOODSHEATHING, SEEDET. 04, THISSHEET.
METAL STUDS &TRACK, SEE DET.04, THIS SHEET.
UPPER GLU-LAMBEAM, SE PLAN.
LOWER ARCHGLU-LAM BEAM,SE PLAN.
STEEL TRUSSBOTTOMCHORD, SEETRUSS ELEV.
WALL FINISH,SEE ARCH'L.
CONT. 2x4 P.T.W/ 12"Ø THRUBOLTS @ 24".
CONT. L4x4x14"
SLOPED TOMATCH BOTT.CHORD OFWOOD TRUSS.
(2) #12 TEK GALV.SCREWS @ EA.STUD.
SCALE: 12"=1'-0"
L5x5 W/ 14" WELDEDGUSSET @ 4'-0".
LINE OF PRE-ENG. WDTRUSS BEYOND.
(2)2x6 OUTLOOKERS AT ALLPLYWOOD SEAMS W/ (2) 1
2"ØTHRU BOLTS TO STEELANGLE.
HSS12x6x3/8
HSS 10x6x12
EMBEDDEDSTUB COL.
SEE DETAIL 03/S-204 FORCONNECTION DETAIL.
UPPERGLU-LAM BM
LOWER ARCHGLU-LAM BM
SEE DET. 04, THISSHEET.
SEE DETAIL 01/S-204 FORCONNECTION DETAIL.
SCALE: 12"=1'-0"
(2) 2
x6
DOUBLE TRUSS
STEEL TRUSS
DOUBLE TRUSS
DOUBLE TRUSS
DOUBLE TRUSS
DOUBLE TRUSS
(2) 2x6
STEEL TRUSS
(2) 2
x6
(2) 2
x6
(2) 2x6
(2) 2
x6
(2) 2
x6
(2) 2
x6
(2) 2
x6
(2) 2
x6
(2) 2
x6(2
) 2
x6
(2) 2
x6
(2) 2
x6
(2) 2
x6
(2) 2
x6
(2) 2
x6
(2) 2
x6(2
) 2
x6(2
) 2
x6(2
) 2
x6(2
) 2
x6
(2) 2
x6
(2) 2x6
34"x4'x8'PLYWOODPANEL,TYPICAL.
4'-0"
8'-0
"
PLYW
OO
D S
PAN
GLU
-LAM
BM
10"x10"CUT-OUT INPLYWOOD FORTRUSSHOLD-DOWNANCHOR, TYP.
SEE PLAN DETAIL2A/S201 FORNAILING PATTERN,TYPICAL.
SEE PLAN DETAIL2B/S201 FORNAILING PATTERN,TYPICAL.
04
2x6
SUB-F
ASCIA
2x6 SUB-FASCIA 2x6 SUB-FASCIA
2x6
SUB-F
ASCIA
4'-3
"6'-0
1 2"
8'-0
"8
'-0"
4'-0" 4'-0" 4'-0" 4'-0"