WOOD BEAM @ 2x BUILT-UP COLUMN WOOD BEAMS @ 2x BUILT ...
EL.=114.67' (MAX.) TOP OF PARAPET (VERIFY w/ ARCH.)
2
(6) #5 VERT. BARS
2x4 DIAG. BRACE @ 24" O.C. (EA. STUD)
ROOF JOIST PER PLAN
B
COLUMN SECTION
(E) PLYWOOD ROOF SHEATHING 1 4
2'-0" 1 312" 3" 12"
C ROOF JOIST PER PLAN
"x(BEAM WIDTH +1")x6" BEARING (2) 34 CHAMFER EDGE, REF. ARCH.
9 ROOF BEAM S6.22 SCALE: 1"=1'-0"
(E) SOFFIT FRAMING WOOD BEAM PER PLAN. BREAK BLK'G. @ BEAM & PROVIDE FULL BEARING ON ANGLE
(N) 4x8 HEADERS IN INFILL WALLS OVER DOOR OPENINGS
(N) STOREFRONT SYSTEM, REF. ARCH.
5 WOOD BEAM S6.22 SCALE: 1" = 1'-0"
@ CONCRETE COLUMN
(E) STEEL COLUMN BEYOND AS OCCURS L6x4x14 HOT DIP GALVANIZED LINTEL ANGLE. EXTEND 6" BEYOND ROUGH OPENING @ EA. END & BEAR ON VENEER. ATTACH TO WOOD HEADER w/ 12 SCREWS 6" FROM EA. END & 24" O.C. (MAX.)
NOTE: ADJUST HT. OF PARAPET DIAG. BRACE TO MATCH ARCH'L ROOF PLAN. STOP BRACE 12" IN FROM EA. END OF PARAPET.
2" CLR.
BUILT-UP COLUMN PER PLAN
(E) L8x4x12 STEEL ANGLE BEAM
B
1'-4"
TO WALL
FULL HT. STUD TO TOP OF BEAM
SIMPSON A34 EA. SIDE OF BEAM TO BLK'G. INSTALL w/ #9x112 SD SCREWS
2x6 STUDS @ 16" O.C.
SIMPSON ST2215 STRAP CENTER ON BEAM/ POST
w/
134x18 LVL BLK'G. w/ (3) SIMPSON HGA10KT CLIPS TO TOP PL.
@ (E) ANGLE BEAM
1 WOOD BEAM S6.22 SCALE: 1" = 1'-0"
WOOD BEAM PER PLAN
1 2
" PLYWOOD/ OSB FILLER
COL.
2@6 2@6
1/4 1/4
STEEL BEAM PER PLAN
T0P. & BTM.
BEAM PER PLAN
(5) 16d NAILS FULL HT. STUD TO BEAM
SIMPSON ST2215 STRAP CENTER ON SPLICE
FULL HT. STUD TO TOP OF BEAM BUILT-UP COLUMN PER PLAN
6" VERIFY w/ ARCH. (1'-6" MAX.)
ROOF SHEATHING PER PLAN
1 2
"x6"x10" END
3'-0" ARCH. TO VERIFY 1 2
3 8
A
SECTION VIEW
SIMPSON ST2215 STRAP CENTER ON SPLICE
"x10" FLANGE
612"
WOOD BEAM PER PLAN
A
1 2
312" 3" 112"
1"
@ 2x BUILT-UP COLUMN
A
1/4 1 4
"x8"x8" SIDE 's w/ (2) 34
2x RAFTER PER PLAN
"
"x743"x0'-8" BEARING
2x SOLID BLK'G. w/ 16d TOENAILS @ 6" O.C.
SIMPSON H2.5A @ EA. RAFTER
1 2
STEEL COLUMN PER PLAN
A
SEAT CUT JOIST
BUILT-UP COLUMN PER PLAN
ROOF BEAM PER PLAN
1/4 HSS PER PLAN
@ HSS COLUMN
10 2x RAFTERS S6.22 SCALE: 1"=1'-0"
6 STEEL BEAM S6.22 SCALE: 1" = 1'-0"
@ BEAM
@ STEEL COLUMN
2 WOOD BEAMS S6.22 SCALE: 1" = 1'-0"
14 S6.22
(E) 2x4 ROOF JOISTS @ 16" O.C.
RIDGE BEAM PER PLAN CONTRACTOR TO VERIFY TOP OF BEAM ELEVATION
8 S6.22
12 S6.22
5 16 3 4
STEEL BEAM PER PLAN
ROOF SHEATHING PER PLAN
3" 112"
2x6 BLK'G. @ ROOFLINE
312"
"xCONT. BIRD 's @ EA. SIDE 1 4
2x6 STUDS @ 16" O.C.
"x6"x8" KNIFE
2x8 RAFTER @ 24" O.C. 2x6 STUDS @ 16" O.C., U.N.O.
TYP.
1 8 1 2
1 ", TYP.
3 4
" GAP
1/4 1/4
112@24
TYP. @ T&B
"xCONT. BIRD 's @ EA. SIDE
(E) 2x14 ROOF JOISTS @ 16" O.C. (E) 2x6 STUDS @ 16" O.C.
PROVIDE WEEP HOLES @ 6" O.C. IN BIRD 's 1 2
" BEARING PLATE BETWEEN COL. FLANGES w/ (2) 34 M.B.'S (SNUG TIGHT) (2) 16d TOENAILS EA. STUD TO BEAM
STEEL COLUMN PER PLAN (E) 2x10 CEILING JOISTS @ 16" O.C.
SIMPSON LUS26 @ EA. RAFTER
SIMPSON H2.5A @ EA. (E) JOIST
WOOD BEAM PER PLAN
CONT. 2x8 LEDGER w/ (3) 16d NAILS @ EA. STUD & @ 6" O.C. INTO BLK'G.
HSS COLUMN PER PLAN STRAP
BEAM @ HSS COLUMN GRID I
1/4 1/4
(3) SIDES
"x512"x6" BEARING
1/4 1/4
TYP.
w/ (2) 34
1 2
1/8
112"2"
1"
3"
3"
8d NAILS @ 6" O.C.
1 2
1 8
15 RIDGE & ROOF S6.22 SCALE: 1"=1'-0"
112"
STEEL BEAM PER PLAN
WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO
112"
5 S6.21
(E) 2x6 CROSS BRACING @ 4'-0" O.C.
"x412"x6" SHEAR PLATE w/ (2)
ROOF BEAM PER PLAN CONT. 2x6 DBL. TOP PL. SIMPSON MST48 BEAM TO DBL. TOP PL.
@ 2x BUILT-UP COLUMN
08.12.2015
14 WOOD BEAM S6.22 SCALE: 1"=1'-0"
11 2x RAFTER S6.22 SCALE: 1"=1'-0"
7 STEEL BEAM S6.22 SCALE: 1" = 1'-0"
LEDGER CONNECTION
3 WOOD BEAM S6.22 SCALE: 1" = 1'-0"
@ STEEL COLUMN
@ (E) 2x ROOF JOISTS
8D NAILS @ 6" O.C. INTO DBL TOP PL & BLK'G
2x4 FLAT BLK'G @ 1ST BAY @ 24" O.C. @ EA. SIDE
PERMIT SET
CONT. 2x4 DBL. TOP PL.
WEB STIFFENER INSTALLED PER JOIST MANUF. RECOMMENDATIONS
SHERMAN COUNTY SCHOOL DISTRICT
13 DRAG STRUT S6.22 SCALE: 1"=1'-0"
(5) 16d NAILS FULL HT. STUD TO BEAM
CONT. 2x6 LEDGER w/ (2) #8 SCREWS @ EA. JOIST
"x6"x8" SIDE 's w/ (2) 34
1 2
B
BREAK TOP PL. FOR PERPENDICULAR WALL TOP PL. LAP CONT. 2x6 BTM. PL.
" PLYWOOD/ OSB FILLER
2x6 SILL PL. w/ (2) 16d NAILS @ EA. (E) JOIST/ OUTRIGGER
1/4 1/4
1 1 10" O.C. 12"12" 2"
C
SIMPSON MSTI36 STRAP @ OUTSIDE FACE DRAG STRUT TO LVL BLK'G.
1 2
BEAM PER PLAN
1 S6.21
STRAP
WOOD BEAM PER PLAN
2x6 STUDS @ 24" O.C. & 12" FROM EA. END
1
112"
312x18 LVL DRAG STRUT ROOF SHEATHING PER PLAN 8d NAILS @ 6" O.C. INTO DRAG STRUT
B
CMU VENEER w/ TIES PER GENERAL NOTES 1
(E) PLYWOOD ROOF SHEATHING
BID SET
C
8d NAILS @ 6" O.C.
(3) 10d NAILS
65912 High School Loop Moro, Oregon 97039
LAP TIE & HOOK AROUND ADJACENT BAR (STAGGER LOCATION)
TOP PL. PLAN VIEW
SIMPSON A34 @ EA. BRACE w/ #9x112 SD SCREWS
ADDITION TO SHERMAN JR/HIGH SCHOOL - PHASE TWO
(3) #3 TIES @ 112" O.C. STARTING 2" FROM TOP & @ 10" O.C. @ THE REMAINDER
C
CONT. 2x6 DBL. TOP PL.
09.02.2015
1 x18 LVL BLK'G
DRAG STRUT
R.
L "C
BEARING ABOVE
3 4
1'-0" (MIN.)
MSTI36
(E) 2x4 ROOF JOISTS @ 16" O.C.
8d NAILS @ 6" O.C.
ROOF SHEATHING PER PLAN
ROOF OVERFRAMING REF. 6/S6.21
2x4 STUDS @ 16" O.C.
ROOF JOIST PER PLAN
STEEL BEAM PER PLAN
BOLTS THRU BEARING
7 S6.22
KEY PLAN
BELOW
A
1 2
1 ", TYP.
STEEL COLUMN PER PLAN
A B
SIMPSON A35 CLIP @ EA. JOIST
I-JOIST BLK'G. PANEL w/ A35 CLIPS @ 24" O.C. TO TOP PL.
(E) 2x6 CROSS BRACING @ 4'-0" O.C.
ROOF SHEATHING CONT. BELOW OVERFRAMING
WEB STIFFENER EA. SIDE INSTALLED PER JOIST MANUF. RECOMMENDATIONS
EDGE NAILING
1 2
" BEARING (REF. 7/S6.22)
WOOD BEAM PER PLAN
SHEAR CONNECTION, REF. 7/S6.22 TYP. @ EA. BEAM
SIMPSON H2.5T EA. SIDE OF BEAM TO DBL. TOP PLATE
CONT. BEVELED TOP PL. w/ 16d NAILS @ 6" O.C. (2) #4 HORIZ. CONT. @ TOP.
16 ROOF JOIST S6.22 SCALE: 1"=1'-0"
6"
BEAM PER PLAN SIMPSON H8 @ EA. JOIST
C
SHAPED 2x SILL PL W/ (2) 16D NAILS @ EA. TRUSS & @ 6" O.C., INTO BLK'G
CONT. ROOF JOIST PER PLAN
4x8 P.T. TOP PL. w/ 85 24" O.C. (6" MIN EMBED)
D
ROOF JOIST PER PLAN STEEL BEAM PER PLAN
(E) 2x6 STUDS @ 16" O.C.
WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO, EXTEND TO ROOF
EQ. EQ. 8" SOLID GROUTED CMU WALL PER PLAN
CONTINUOUS OVER CMU WALL
SIMPSON HU414 SLOPED SEAT HANGER
ROOF JOISTS OPPOSITE DIRECTIONS @ BEAM w/ OVER FRAME
12 S6.22 SCALE: 1"=1'-0"
STRUCTURAL DETAILS: FRAMING
EDGE NAIL
8 STEEL BEAMS S6.22 SCALE: 1" = 1'-0"
@ STEEL COLUMNS
4 WOOD BEAM S6.22 SCALE: 1" = 1'-0"
@ (E) STUD WALL 2863 NW CROSSING DRIVE, SUITE 201 BEND, OR 97701 TEL. (541) 330-6869 FAX. (541) 330-2656
S6.22
2
(6) #5 VERT. BARS
2x4 DIAG. BRACE @ 24" O.C. (EA. STUD)
ROOF JOIST PER PLAN
B
COLUMN SECTION
(E) PLYWOOD ROOF SHEATHING 1 4
2'-0" 1 312" 3" 12"
C ROOF JOIST PER PLAN
"x(BEAM WIDTH +1")x6" BEARING (2) 34 CHAMFER EDGE, REF. ARCH.
9 ROOF BEAM S6.22 SCALE: 1"=1'-0"
(E) SOFFIT FRAMING WOOD BEAM PER PLAN. BREAK BLK'G. @ BEAM & PROVIDE FULL BEARING ON ANGLE
(N) 4x8 HEADERS IN INFILL WALLS OVER DOOR OPENINGS
(N) STOREFRONT SYSTEM, REF. ARCH.
5 WOOD BEAM S6.22 SCALE: 1" = 1'-0"
@ CONCRETE COLUMN
(E) STEEL COLUMN BEYOND AS OCCURS L6x4x14 HOT DIP GALVANIZED LINTEL ANGLE. EXTEND 6" BEYOND ROUGH OPENING @ EA. END & BEAR ON VENEER. ATTACH TO WOOD HEADER w/ 12 SCREWS 6" FROM EA. END & 24" O.C. (MAX.)
NOTE: ADJUST HT. OF PARAPET DIAG. BRACE TO MATCH ARCH'L ROOF PLAN. STOP BRACE 12" IN FROM EA. END OF PARAPET.
2" CLR.
BUILT-UP COLUMN PER PLAN
(E) L8x4x12 STEEL ANGLE BEAM
B
1'-4"
TO WALL
FULL HT. STUD TO TOP OF BEAM
SIMPSON A34 EA. SIDE OF BEAM TO BLK'G. INSTALL w/ #9x112 SD SCREWS
2x6 STUDS @ 16" O.C.
SIMPSON ST2215 STRAP CENTER ON BEAM/ POST
w/
134x18 LVL BLK'G. w/ (3) SIMPSON HGA10KT CLIPS TO TOP PL.
@ (E) ANGLE BEAM
1 WOOD BEAM S6.22 SCALE: 1" = 1'-0"
WOOD BEAM PER PLAN
1 2
" PLYWOOD/ OSB FILLER
COL.
2@6 2@6
1/4 1/4
STEEL BEAM PER PLAN
T0P. & BTM.
BEAM PER PLAN
(5) 16d NAILS FULL HT. STUD TO BEAM
SIMPSON ST2215 STRAP CENTER ON SPLICE
FULL HT. STUD TO TOP OF BEAM BUILT-UP COLUMN PER PLAN
6" VERIFY w/ ARCH. (1'-6" MAX.)
ROOF SHEATHING PER PLAN
1 2
"x6"x10" END
3'-0" ARCH. TO VERIFY 1 2
3 8
A
SECTION VIEW
SIMPSON ST2215 STRAP CENTER ON SPLICE
"x10" FLANGE
612"
WOOD BEAM PER PLAN
A
1 2
312" 3" 112"
1"
@ 2x BUILT-UP COLUMN
A
1/4 1 4
"x8"x8" SIDE 's w/ (2) 34
2x RAFTER PER PLAN
"
"x743"x0'-8" BEARING
2x SOLID BLK'G. w/ 16d TOENAILS @ 6" O.C.
SIMPSON H2.5A @ EA. RAFTER
1 2
STEEL COLUMN PER PLAN
A
SEAT CUT JOIST
BUILT-UP COLUMN PER PLAN
ROOF BEAM PER PLAN
1/4 HSS PER PLAN
@ HSS COLUMN
10 2x RAFTERS S6.22 SCALE: 1"=1'-0"
6 STEEL BEAM S6.22 SCALE: 1" = 1'-0"
@ BEAM
@ STEEL COLUMN
2 WOOD BEAMS S6.22 SCALE: 1" = 1'-0"
14 S6.22
(E) 2x4 ROOF JOISTS @ 16" O.C.
RIDGE BEAM PER PLAN CONTRACTOR TO VERIFY TOP OF BEAM ELEVATION
8 S6.22
12 S6.22
5 16 3 4
STEEL BEAM PER PLAN
ROOF SHEATHING PER PLAN
3" 112"
2x6 BLK'G. @ ROOFLINE
312"
"xCONT. BIRD 's @ EA. SIDE 1 4
2x6 STUDS @ 16" O.C.
"x6"x8" KNIFE
2x8 RAFTER @ 24" O.C. 2x6 STUDS @ 16" O.C., U.N.O.
TYP.
1 8 1 2
1 ", TYP.
3 4
" GAP
1/4 1/4
112@24
TYP. @ T&B
"xCONT. BIRD 's @ EA. SIDE
(E) 2x14 ROOF JOISTS @ 16" O.C. (E) 2x6 STUDS @ 16" O.C.
PROVIDE WEEP HOLES @ 6" O.C. IN BIRD 's 1 2
" BEARING PLATE BETWEEN COL. FLANGES w/ (2) 34 M.B.'S (SNUG TIGHT) (2) 16d TOENAILS EA. STUD TO BEAM
STEEL COLUMN PER PLAN (E) 2x10 CEILING JOISTS @ 16" O.C.
SIMPSON LUS26 @ EA. RAFTER
SIMPSON H2.5A @ EA. (E) JOIST
WOOD BEAM PER PLAN
CONT. 2x8 LEDGER w/ (3) 16d NAILS @ EA. STUD & @ 6" O.C. INTO BLK'G.
HSS COLUMN PER PLAN STRAP
BEAM @ HSS COLUMN GRID I
1/4 1/4
(3) SIDES
"x512"x6" BEARING
1/4 1/4
TYP.
w/ (2) 34
1 2
1/8
112"2"
1"
3"
3"
8d NAILS @ 6" O.C.
1 2
1 8
15 RIDGE & ROOF S6.22 SCALE: 1"=1'-0"
112"
STEEL BEAM PER PLAN
WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO
112"
5 S6.21
(E) 2x6 CROSS BRACING @ 4'-0" O.C.
"x412"x6" SHEAR PLATE w/ (2)
ROOF BEAM PER PLAN CONT. 2x6 DBL. TOP PL. SIMPSON MST48 BEAM TO DBL. TOP PL.
@ 2x BUILT-UP COLUMN
08.12.2015
14 WOOD BEAM S6.22 SCALE: 1"=1'-0"
11 2x RAFTER S6.22 SCALE: 1"=1'-0"
7 STEEL BEAM S6.22 SCALE: 1" = 1'-0"
LEDGER CONNECTION
3 WOOD BEAM S6.22 SCALE: 1" = 1'-0"
@ STEEL COLUMN
@ (E) 2x ROOF JOISTS
8D NAILS @ 6" O.C. INTO DBL TOP PL & BLK'G
2x4 FLAT BLK'G @ 1ST BAY @ 24" O.C. @ EA. SIDE
PERMIT SET
CONT. 2x4 DBL. TOP PL.
WEB STIFFENER INSTALLED PER JOIST MANUF. RECOMMENDATIONS
SHERMAN COUNTY SCHOOL DISTRICT
13 DRAG STRUT S6.22 SCALE: 1"=1'-0"
(5) 16d NAILS FULL HT. STUD TO BEAM
CONT. 2x6 LEDGER w/ (2) #8 SCREWS @ EA. JOIST
"x6"x8" SIDE 's w/ (2) 34
1 2
B
BREAK TOP PL. FOR PERPENDICULAR WALL TOP PL. LAP CONT. 2x6 BTM. PL.
" PLYWOOD/ OSB FILLER
2x6 SILL PL. w/ (2) 16d NAILS @ EA. (E) JOIST/ OUTRIGGER
1/4 1/4
1 1 10" O.C. 12"12" 2"
C
SIMPSON MSTI36 STRAP @ OUTSIDE FACE DRAG STRUT TO LVL BLK'G.
1 2
BEAM PER PLAN
1 S6.21
STRAP
WOOD BEAM PER PLAN
2x6 STUDS @ 24" O.C. & 12" FROM EA. END
1
112"
312x18 LVL DRAG STRUT ROOF SHEATHING PER PLAN 8d NAILS @ 6" O.C. INTO DRAG STRUT
B
CMU VENEER w/ TIES PER GENERAL NOTES 1
(E) PLYWOOD ROOF SHEATHING
BID SET
C
8d NAILS @ 6" O.C.
(3) 10d NAILS
65912 High School Loop Moro, Oregon 97039
LAP TIE & HOOK AROUND ADJACENT BAR (STAGGER LOCATION)
TOP PL. PLAN VIEW
SIMPSON A34 @ EA. BRACE w/ #9x112 SD SCREWS
ADDITION TO SHERMAN JR/HIGH SCHOOL - PHASE TWO
(3) #3 TIES @ 112" O.C. STARTING 2" FROM TOP & @ 10" O.C. @ THE REMAINDER
C
CONT. 2x6 DBL. TOP PL.
09.02.2015
1 x18 LVL BLK'G
DRAG STRUT
R.
L "C
BEARING ABOVE
3 4
1'-0" (MIN.)
MSTI36
(E) 2x4 ROOF JOISTS @ 16" O.C.
8d NAILS @ 6" O.C.
ROOF SHEATHING PER PLAN
ROOF OVERFRAMING REF. 6/S6.21
2x4 STUDS @ 16" O.C.
ROOF JOIST PER PLAN
STEEL BEAM PER PLAN
BOLTS THRU BEARING
7 S6.22
KEY PLAN
BELOW
A
1 2
1 ", TYP.
STEEL COLUMN PER PLAN
A B
SIMPSON A35 CLIP @ EA. JOIST
I-JOIST BLK'G. PANEL w/ A35 CLIPS @ 24" O.C. TO TOP PL.
(E) 2x6 CROSS BRACING @ 4'-0" O.C.
ROOF SHEATHING CONT. BELOW OVERFRAMING
WEB STIFFENER EA. SIDE INSTALLED PER JOIST MANUF. RECOMMENDATIONS
EDGE NAILING
1 2
" BEARING (REF. 7/S6.22)
WOOD BEAM PER PLAN
SHEAR CONNECTION, REF. 7/S6.22 TYP. @ EA. BEAM
SIMPSON H2.5T EA. SIDE OF BEAM TO DBL. TOP PLATE
CONT. BEVELED TOP PL. w/ 16d NAILS @ 6" O.C. (2) #4 HORIZ. CONT. @ TOP.
16 ROOF JOIST S6.22 SCALE: 1"=1'-0"
6"
BEAM PER PLAN SIMPSON H8 @ EA. JOIST
C
SHAPED 2x SILL PL W/ (2) 16D NAILS @ EA. TRUSS & @ 6" O.C., INTO BLK'G
CONT. ROOF JOIST PER PLAN
4x8 P.T. TOP PL. w/ 85 24" O.C. (6" MIN EMBED)
D
ROOF JOIST PER PLAN STEEL BEAM PER PLAN
(E) 2x6 STUDS @ 16" O.C.
WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO, EXTEND TO ROOF
EQ. EQ. 8" SOLID GROUTED CMU WALL PER PLAN
CONTINUOUS OVER CMU WALL
SIMPSON HU414 SLOPED SEAT HANGER
ROOF JOISTS OPPOSITE DIRECTIONS @ BEAM w/ OVER FRAME
12 S6.22 SCALE: 1"=1'-0"
STRUCTURAL DETAILS: FRAMING
EDGE NAIL
8 STEEL BEAMS S6.22 SCALE: 1" = 1'-0"
@ STEEL COLUMNS
4 WOOD BEAM S6.22 SCALE: 1" = 1'-0"
@ (E) STUD WALL 2863 NW CROSSING DRIVE, SUITE 201 BEND, OR 97701 TEL. (541) 330-6869 FAX. (541) 330-2656
S6.22
