four winds arena - sbc mag..."lus26" hanger from to each outrigger. 1x8 fascia, see...

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SCALE: 1 2 "=1'-0" L5x5 W/ 1 4 " WELDED GUSSET @ 4'-0". LINE OF PRE-ENG. WD TRUSS BEYOND. (2)2x6 OUTLOOKERS AT ALL PLYWOOD SEAMS W/ (2) 1 2 THRU BOLTS TO STEEL ANGLE. HSS12x6x3/8 HSS 10x6x 1 2 EMBEDDED STUB COL. SEE DETAIL 03/S-204 FOR CONNECTION DETAIL. UPPER GLU-LAM BM LOWER ARCH GLU-LAM BM SEE DET. 04, THIS SHEET. SEE DETAIL 01/S-204 FOR CONNECTION DETAIL.

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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

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"

Tony Conant
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