ROOF JOIST w/ LOW EAVE RAFTER @ EXTERIOR WALL ROOF ...
CONT. 2x4 DBL. TOP PL.
4'-0"
3'-0" MAX.
FILL ALL NAILS HOLES 13" FROM EA. END & EVERY OTHER NAIL REMAINDER 2x8 BLK. w/ LB28 EA. END (REF. PLAN FOR EXTENT) 13" MIN.
ROOF SHEATHING PER PLAN ROOF OVERFRAMING REF. 6/S6.21
ROOF SHEATHING REF. PLAN
ROOF SHEATHING REF. PLAN
8d NAILS @ 6" O.C.
WOOD NAILER PER DETAIL 10/S6.21
2x SOLID BLOCKING BETWEEN EAVE RAFTERS w/ A35 @ 24" O.C., TYP., U.N.O. PER S.W. SCHED.
8d NAILS @ 6" O.C.
734"
1014"
3 3
3/16 3/16
ROOF JOIST PER PLAN
6"
JOIST SUPPLIER TO DESIGN SEAT FOR 1350 LBS AXIAL FORCE (SEISMIC, ASD)
2x6 SQUASH BLOCK BELOW EAVE RAFTER (FIT TIGHT)
ROOF JOIST PER PLAN EDGE NAIL
WEB STIFFENER EA. SIDE INSTALLED PER JOIST MANUF. RECOMMENDATIONS
SIMPSON H8 @ EA. JOIST
BOND BEAM w/ (2) #5 CONT. TOP COURSE
4x12 P.T. TOP PL. w/ 58 16" O.C. (6" MIN EMBED)
134 LVL BLOCKING BETWEEN JOISTS w/ SIMPSON A35 CLIPS @ 24" O.C., U.N.O. PER S.W. SCHED.
134" LVL BLK'G. BETWEEN JOISTS w/ SIMPSON A35 CLIPS @ 24" O.C., U.N.O. PER S.W. SCHED.
EQ. EQ. WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO, EXTEND TO ROOF
CONT. 2x6 DBL. TOP PL., U.N.O.
FLUSH EMBED 12" SOLID GROUTED CMU WALL PER PLAN
w/ INSIDE FACE OF WALL 5 8"x10"x1'-4"
12" SOLID GROUTED CMU WALL PER PLAN
3 4
EMBED w/ (3) x 6" NELSON STUDS @ 6" O.C.
9 STEEL ROOF S6.21 SCALE: 1"=1'-0"
TRUSS @ CMU WALL
ROOF JOISTS OPPOSITE DIRECTIONS @ INTERIOR SHEAR/ BEARING WALL w/ OVER FRAME
5 S6.21 SCALE: 1"=1'-0"
EDGE NAILING
SIMPSON H8 @ EA. JOIST
WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO.
CONT. 2x6 DBL. TOP PL.
2x6 STUDS @ 16" O.C., U.N.O.
@ CMU WALL
CANT. 2x6 EAVE RAFTER SISTERED @ EA. JOIST
EDGE NAILING
WEB STIFFENER EA. SIDE INSTALLED PER JOIST MANUF. RECOMMENDATIONS
13 516 "
BOND BEAM w/ (2) #5 CONT. TOP COURSE
WOOD BACKER PER JOIST MANUF.
ROOF JOIST PER PLAN
ROOF SHEATHING CONT. BELOW OVERFRAMING
OWSJ PER PLAN
SIMPSON A35 @ EA. SIDE OF RAFTER, STAGGERED (ONLY REQ'D @ ONE SIDE @ SIM.)
13 2x RAFTER S6.21 SCALE: 1"=1'-0"
4" MIN.
(2) ROWS 10d NAILS @ 6" O.C. 2x4 STUDS @ 16" O.C.
SHAPED 2x SILL PL W/ (2) 16D NAILS @ EA. TRUSS & @ 6" O.C., INTO BLK'G
(2) 2x8 SIMPSON H2.5A CLIP @ EA. OUTRIGGER
3'-0" MAX. (REF. ARCH.)
3'-0" MIN.
SIMPSON CS16 STRAP @ 24" O.C. - FROM EAVE RAFTER OVER BLK'G. (REF. PLAN FOR EXTENT) 2x8 EAVE RAFTERS @ 24" O.C. PER PLAN W/ LB28 @ DBL. 2x8
1014"
10'-0" MIN. EXTENT OF BLK'G. & STRAPPING (4'-0" MIN. @ SIM.)
8D NAILS @ 6" O.C. INTO DBL TOP PL & BLK'G
2x4 FLAT BLK'G @ 1ST BAY @ 24" O.C. @ EA. SIDE
2x6 STUDS @ 16" O.C., U.N.O.
ROOF JOIST w/ LOW EAVE RAFTER @ EXTERIOR WALL
1 S6.21 SCALE: 1" = 1'-0"
8d @ 6" O.C.
2x6 BLK'G W/ 16d TOENAILS @ 6" O.C.
ROOF SHEATHING PER PLAN
ROOF SHEATHING PER PLAN
2x6 OUTLOOKERS @ 24" O.C.
SIMPSON LUS26 @ EA. OUTLOOKER 3x (JOIST WIDTH) NAILER W/ 14 SDS SCREWS @ 12" O.C. (ALT. SIDES) FROM O.W.S.J. TO NAILER
CONT. 2x DBL. TOP PL.
ROOF RAFTER PER PLAN SIMPSON LB28 @ EACH RAFTER TO WOOD NAILER (PROVIDE HUS28-2TF @ DBL. 2x8'S)
WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO
CONT. 2x8 RIDGE BOARD
2x8 FLAT W/ (3) 16d NAILS EA. RAFTER @ 24" O.C.
CONT. ROOF SHEATHING
CONT. 2x DBL TOP PL. NOTE: CONTRACTORS OPTION TO BUILD UP OVERFRAME AREA USING RIGID INSULATION
LVL JOIST PER PLAN 2'-0"
(2) 16d TOENAILS TYP. 2x4 FLAT FOR VERT. RAFTER SUPPORTS CONNECT TO RAFTER BELOW W/ (2) 10d @ EA. RAFTER
O.W.S.J. PER PLAN
REF. ARCH. (1'-6" MAX.) WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADDN'L INFO. 2x6 STUDS @ 16" O.C., U.N.O.
2x RAFTER/ JOIST PER PLAN
14 INTERIOR SHAER S6.21 SCALE: 1"=1'-0"
WALL @ (E) ROOF JOISTS
10 2x RAFTERS S6.21 SCALE: 1" = 1'-0"
@ STEEL ROOF TRUSS
6 TYPICAL ROOF S6.21 SCALE: 1" = 1'-0"
2 ROOF JOIST S6.21 SCALE: 1" = 1'-0"
OVER-FRAMING
EAVE FRAMING @ RAKE WALL
ROOF SHEATHING PER PLAN (2) ROWS 10d NAILS @ 6" O.C. 2x6 OUTLOOKER @ EA. JOIST SIMPSON MSTA24 STRAP @ 24" O.C. CENTER ON NAILER
STRAP
ROOF SHEATHING PER PLAN
SIMPSON PAI28 STRAP @ 48" O.C. (COORDINATE LOCATION w/ JOIST LAYOUT)
12" SOLID GROUTED CMU WALL - REF. PLANS FOR REINF.
ROOF SHEATHING PER PLAN
EDGE NAILING
SIMPSON H2.5T TYP. EA. TRUSS
(2) #5 HORIZ. @ ROOF ROOF RAFTER PER PLAN SIMPSON LB28 @ EACH RAFTER TO WOOD NAILER (PROVIDE HUS28-2TF @ DBL. 2x8'S)
EDGE NAILING
2x DBL. TOP PL. WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO.
ROOF SHEATHING PER PLAN
6"
3x (JOIST WIDTH) NAILER W/ 14 SDS SCREWS @ 12" O.C. (ALT. SIDES) FROM O.W.S.J. TO NAILER
2x SQUASH BLOCK (FIT TIGHT)
ROOF JOIST PER PLAN
3"
JOIST SUPPLIER TO DESIGN JOIST FOR 2000 LBS. AXIAL LOAD (SEISMIC, ASD) 2x BLOCKING BETWEEN JOISTS w/ SIMPSON RBC CLIPS @ 24" O.C.
LEAVE 212" MIN. EDGE DISTANCE FROM RIDGE TO STRAP NAILING
O.W.S.J. PER PLAN
NOTE: MSTA STRAPS TO OCCUR @ 1st, 2nd & 3rd TRUSS FROM END WALLS - REF. PLAN
2x6 STUDS @ 16" O.C., U.N.O.
512" (E) BUILDING LINE WHERE OCCURS
ROOF JOIST PER PLAN w/ SIMPSON LBV SLOPED SEAT HANGER
ROOF JOIST PER PLAN
4x12 P.T. LEDGER w/ (2) 43 SIMPSON TITEN HD SCREW ANCHORS @ 16" O.C. (512" EMBED) SIMPSON H8 @ EA. JOIST
11 2x RAFTERS S6.21 SCALE: 1" = 1'-0"
@ STEEL ROOF TRUSS
BLK'G PANELS (ALT. SIDES) ROOF JOIST PER PLAN
CONT. 2x BEVELED TOP PL. w/ 10d NAILS @ 16" O.C.
7 ROOF JOIST S6.21 SCALE: 1" = 1'-0"
CONNECTION @ 12" CMU WALL
GYP. BOARD PER ARCH. (FULL HT.)
3 ROOF JOIST S6.21 SCALE: 1"=1'-0"
@ RIDGE BEAM
PERMIT SET
@ WOOD STUD WALL
SIMPSON LSTA24 STRAP w/ (12) 10d x112" NAILS @ EA. JOIST
CONT. 2x6 DBL. TOP PL. 6" SEISMIC JOINT BETWEEN (N) & (E) BUILDINGS WHERE OCCURS
15 ROOF JOIST S6.21 SCALE: 1" = 1'-0"
WEB STIFFENER INSTALLED PER JOIST MANUF. RECOMMENDATIONS
08.12.2015
8d NAILS @ 6" O.C.
EDGE NAILING
3'-0" MAX. ROOF SHEATHING PER PLAN EDGE NAILING EDGE NAILING
FASCIA PER ARCH.
ROOF SHEATHING PER PLAN
ROOF SHEATHING REF. PLAN ROOF RAFTER PER PLAN
SHERMAN COUNTY SCHOOL DISTRICT
2x6 BLOCK @ 4'-0" O.C. w/ A35 EA. END TO JOIST & TO DBL. TOP PL.
2x4 OR 2x6 DF#2 STUDS @ 16" O.C., U.N.O.
8d @ 6" O.C.
65912 High School Loop Moro, Oregon 97039
(E) ROOF JOIST (NEW JOIST @ SIM. CONDITION)
SIMPSON A34 CLIP W/ (8) SD#9x1 12" SCREWS @ EA. OUTLOOKER
BID SET
8d NAILS @ 6" O.C.
09.02.2015
2x6 DF #2 @ 24" O.C. FRAMED OVER ROOF BELOW (BRACE DOWN TO FRAMING BELOW W/ 2x4 STUDS @ 48" O.C. MAX.)
ROOF SHEATHING PER PLAN
ADDITION TO SHERMAN JR/HIGH SCHOOL - PHASE TWO
(E) PLYWOOD ROOF SHEATHING
EDGE NAILING
KEY PLAN
DIAPHRAGM BOUNDARY NAILING
A
2x SOLID BLOCKING BETWEEN RAFTERS w/ A34 @ 48" O.C., TYP.
A
(2) 16d NAILS 4" O.C. @ SPLICE
B
DBL TOP PL
D C
4'-0" LAP SPLICE
STEEL BEAM PER PLAN
FASCIA PER ARCH. T&G WOOD SOFFIT PER ARCH.
SIMPSON H2.5A CLIP @ EA. RAFTER 6"
SIMPSON H3 @ EA. JOIST
2x BLK'G. BETWEEN JOISTS w/ RBC CLIPS @ 24" O.C.
STEEL BEAM PER PLAN
2x (BEAM WIDTH) NAILER PL. w/ 58 STUDS @ 24" O.C. TYP. @ EA. BEAM
SIMPSON A35 EA. SIDE OF EA. RAFTER, STAGGERED
BOND BEAM w/ (2) #5 CONT. TOP COURSE
ROOF JOIST PER PLAN
2x6 STUDS @ 16" O.C., U.N.O.
EQ. EQ.
ROOF JOIST PER PLAN
4x12 P.T. TOP PL. w/ 58 16" O.C. (6" MIN EMBED)
SIMPSON LBV HANGER w/ SLOPED SEAT @ EA. JOIST
STRUCTURAL DETAILS: FRAMING
GLULAM BEAM PER PLAN 12" SOLID GROUTED CMU WALL PER PLAN
16 2x ROOF RAFTERS S6.21 SCALE: 1" = 1'-0"
@ STEEL ENTRY BEAMS
12 2x RAFTER S6.21 SCALE: 1"=1'-0"
@ CMU WALL
8 TYPICAL TOP S6.21 SCALE: 1"=1'-0"
PLATE SPLICE
4 ROOF JOIST S6.21 SCALE: 1" = 1'-0"
@ RIDGE BEAM 2863 NW CROSSING DRIVE, SUITE 201 BEND, OR 97701 TEL. (541) 330-6869 FAX. (541) 330-2656
S6.21
4'-0"
3'-0" MAX.
FILL ALL NAILS HOLES 13" FROM EA. END & EVERY OTHER NAIL REMAINDER 2x8 BLK. w/ LB28 EA. END (REF. PLAN FOR EXTENT) 13" MIN.
ROOF SHEATHING PER PLAN ROOF OVERFRAMING REF. 6/S6.21
ROOF SHEATHING REF. PLAN
ROOF SHEATHING REF. PLAN
8d NAILS @ 6" O.C.
WOOD NAILER PER DETAIL 10/S6.21
2x SOLID BLOCKING BETWEEN EAVE RAFTERS w/ A35 @ 24" O.C., TYP., U.N.O. PER S.W. SCHED.
8d NAILS @ 6" O.C.
734"
1014"
3 3
3/16 3/16
ROOF JOIST PER PLAN
6"
JOIST SUPPLIER TO DESIGN SEAT FOR 1350 LBS AXIAL FORCE (SEISMIC, ASD)
2x6 SQUASH BLOCK BELOW EAVE RAFTER (FIT TIGHT)
ROOF JOIST PER PLAN EDGE NAIL
WEB STIFFENER EA. SIDE INSTALLED PER JOIST MANUF. RECOMMENDATIONS
SIMPSON H8 @ EA. JOIST
BOND BEAM w/ (2) #5 CONT. TOP COURSE
4x12 P.T. TOP PL. w/ 58 16" O.C. (6" MIN EMBED)
134 LVL BLOCKING BETWEEN JOISTS w/ SIMPSON A35 CLIPS @ 24" O.C., U.N.O. PER S.W. SCHED.
134" LVL BLK'G. BETWEEN JOISTS w/ SIMPSON A35 CLIPS @ 24" O.C., U.N.O. PER S.W. SCHED.
EQ. EQ. WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO, EXTEND TO ROOF
CONT. 2x6 DBL. TOP PL., U.N.O.
FLUSH EMBED 12" SOLID GROUTED CMU WALL PER PLAN
w/ INSIDE FACE OF WALL 5 8"x10"x1'-4"
12" SOLID GROUTED CMU WALL PER PLAN
3 4
EMBED w/ (3) x 6" NELSON STUDS @ 6" O.C.
9 STEEL ROOF S6.21 SCALE: 1"=1'-0"
TRUSS @ CMU WALL
ROOF JOISTS OPPOSITE DIRECTIONS @ INTERIOR SHEAR/ BEARING WALL w/ OVER FRAME
5 S6.21 SCALE: 1"=1'-0"
EDGE NAILING
SIMPSON H8 @ EA. JOIST
WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO.
CONT. 2x6 DBL. TOP PL.
2x6 STUDS @ 16" O.C., U.N.O.
@ CMU WALL
CANT. 2x6 EAVE RAFTER SISTERED @ EA. JOIST
EDGE NAILING
WEB STIFFENER EA. SIDE INSTALLED PER JOIST MANUF. RECOMMENDATIONS
13 516 "
BOND BEAM w/ (2) #5 CONT. TOP COURSE
WOOD BACKER PER JOIST MANUF.
ROOF JOIST PER PLAN
ROOF SHEATHING CONT. BELOW OVERFRAMING
OWSJ PER PLAN
SIMPSON A35 @ EA. SIDE OF RAFTER, STAGGERED (ONLY REQ'D @ ONE SIDE @ SIM.)
13 2x RAFTER S6.21 SCALE: 1"=1'-0"
4" MIN.
(2) ROWS 10d NAILS @ 6" O.C. 2x4 STUDS @ 16" O.C.
SHAPED 2x SILL PL W/ (2) 16D NAILS @ EA. TRUSS & @ 6" O.C., INTO BLK'G
(2) 2x8 SIMPSON H2.5A CLIP @ EA. OUTRIGGER
3'-0" MAX. (REF. ARCH.)
3'-0" MIN.
SIMPSON CS16 STRAP @ 24" O.C. - FROM EAVE RAFTER OVER BLK'G. (REF. PLAN FOR EXTENT) 2x8 EAVE RAFTERS @ 24" O.C. PER PLAN W/ LB28 @ DBL. 2x8
1014"
10'-0" MIN. EXTENT OF BLK'G. & STRAPPING (4'-0" MIN. @ SIM.)
8D NAILS @ 6" O.C. INTO DBL TOP PL & BLK'G
2x4 FLAT BLK'G @ 1ST BAY @ 24" O.C. @ EA. SIDE
2x6 STUDS @ 16" O.C., U.N.O.
ROOF JOIST w/ LOW EAVE RAFTER @ EXTERIOR WALL
1 S6.21 SCALE: 1" = 1'-0"
8d @ 6" O.C.
2x6 BLK'G W/ 16d TOENAILS @ 6" O.C.
ROOF SHEATHING PER PLAN
ROOF SHEATHING PER PLAN
2x6 OUTLOOKERS @ 24" O.C.
SIMPSON LUS26 @ EA. OUTLOOKER 3x (JOIST WIDTH) NAILER W/ 14 SDS SCREWS @ 12" O.C. (ALT. SIDES) FROM O.W.S.J. TO NAILER
CONT. 2x DBL. TOP PL.
ROOF RAFTER PER PLAN SIMPSON LB28 @ EACH RAFTER TO WOOD NAILER (PROVIDE HUS28-2TF @ DBL. 2x8'S)
WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO
CONT. 2x8 RIDGE BOARD
2x8 FLAT W/ (3) 16d NAILS EA. RAFTER @ 24" O.C.
CONT. ROOF SHEATHING
CONT. 2x DBL TOP PL. NOTE: CONTRACTORS OPTION TO BUILD UP OVERFRAME AREA USING RIGID INSULATION
LVL JOIST PER PLAN 2'-0"
(2) 16d TOENAILS TYP. 2x4 FLAT FOR VERT. RAFTER SUPPORTS CONNECT TO RAFTER BELOW W/ (2) 10d @ EA. RAFTER
O.W.S.J. PER PLAN
REF. ARCH. (1'-6" MAX.) WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADDN'L INFO. 2x6 STUDS @ 16" O.C., U.N.O.
2x RAFTER/ JOIST PER PLAN
14 INTERIOR SHAER S6.21 SCALE: 1"=1'-0"
WALL @ (E) ROOF JOISTS
10 2x RAFTERS S6.21 SCALE: 1" = 1'-0"
@ STEEL ROOF TRUSS
6 TYPICAL ROOF S6.21 SCALE: 1" = 1'-0"
2 ROOF JOIST S6.21 SCALE: 1" = 1'-0"
OVER-FRAMING
EAVE FRAMING @ RAKE WALL
ROOF SHEATHING PER PLAN (2) ROWS 10d NAILS @ 6" O.C. 2x6 OUTLOOKER @ EA. JOIST SIMPSON MSTA24 STRAP @ 24" O.C. CENTER ON NAILER
STRAP
ROOF SHEATHING PER PLAN
SIMPSON PAI28 STRAP @ 48" O.C. (COORDINATE LOCATION w/ JOIST LAYOUT)
12" SOLID GROUTED CMU WALL - REF. PLANS FOR REINF.
ROOF SHEATHING PER PLAN
EDGE NAILING
SIMPSON H2.5T TYP. EA. TRUSS
(2) #5 HORIZ. @ ROOF ROOF RAFTER PER PLAN SIMPSON LB28 @ EACH RAFTER TO WOOD NAILER (PROVIDE HUS28-2TF @ DBL. 2x8'S)
EDGE NAILING
2x DBL. TOP PL. WALL SHEATHING, REF. PLAN & S.W. SCHED. FOR ADD'L INFO.
ROOF SHEATHING PER PLAN
6"
3x (JOIST WIDTH) NAILER W/ 14 SDS SCREWS @ 12" O.C. (ALT. SIDES) FROM O.W.S.J. TO NAILER
2x SQUASH BLOCK (FIT TIGHT)
ROOF JOIST PER PLAN
3"
JOIST SUPPLIER TO DESIGN JOIST FOR 2000 LBS. AXIAL LOAD (SEISMIC, ASD) 2x BLOCKING BETWEEN JOISTS w/ SIMPSON RBC CLIPS @ 24" O.C.
LEAVE 212" MIN. EDGE DISTANCE FROM RIDGE TO STRAP NAILING
O.W.S.J. PER PLAN
NOTE: MSTA STRAPS TO OCCUR @ 1st, 2nd & 3rd TRUSS FROM END WALLS - REF. PLAN
2x6 STUDS @ 16" O.C., U.N.O.
512" (E) BUILDING LINE WHERE OCCURS
ROOF JOIST PER PLAN w/ SIMPSON LBV SLOPED SEAT HANGER
ROOF JOIST PER PLAN
4x12 P.T. LEDGER w/ (2) 43 SIMPSON TITEN HD SCREW ANCHORS @ 16" O.C. (512" EMBED) SIMPSON H8 @ EA. JOIST
11 2x RAFTERS S6.21 SCALE: 1" = 1'-0"
@ STEEL ROOF TRUSS
BLK'G PANELS (ALT. SIDES) ROOF JOIST PER PLAN
CONT. 2x BEVELED TOP PL. w/ 10d NAILS @ 16" O.C.
7 ROOF JOIST S6.21 SCALE: 1" = 1'-0"
CONNECTION @ 12" CMU WALL
GYP. BOARD PER ARCH. (FULL HT.)
3 ROOF JOIST S6.21 SCALE: 1"=1'-0"
@ RIDGE BEAM
PERMIT SET
@ WOOD STUD WALL
SIMPSON LSTA24 STRAP w/ (12) 10d x112" NAILS @ EA. JOIST
CONT. 2x6 DBL. TOP PL. 6" SEISMIC JOINT BETWEEN (N) & (E) BUILDINGS WHERE OCCURS
15 ROOF JOIST S6.21 SCALE: 1" = 1'-0"
WEB STIFFENER INSTALLED PER JOIST MANUF. RECOMMENDATIONS
08.12.2015
8d NAILS @ 6" O.C.
EDGE NAILING
3'-0" MAX. ROOF SHEATHING PER PLAN EDGE NAILING EDGE NAILING
FASCIA PER ARCH.
ROOF SHEATHING PER PLAN
ROOF SHEATHING REF. PLAN ROOF RAFTER PER PLAN
SHERMAN COUNTY SCHOOL DISTRICT
2x6 BLOCK @ 4'-0" O.C. w/ A35 EA. END TO JOIST & TO DBL. TOP PL.
2x4 OR 2x6 DF#2 STUDS @ 16" O.C., U.N.O.
8d @ 6" O.C.
65912 High School Loop Moro, Oregon 97039
(E) ROOF JOIST (NEW JOIST @ SIM. CONDITION)
SIMPSON A34 CLIP W/ (8) SD#9x1 12" SCREWS @ EA. OUTLOOKER
BID SET
8d NAILS @ 6" O.C.
09.02.2015
2x6 DF #2 @ 24" O.C. FRAMED OVER ROOF BELOW (BRACE DOWN TO FRAMING BELOW W/ 2x4 STUDS @ 48" O.C. MAX.)
ROOF SHEATHING PER PLAN
ADDITION TO SHERMAN JR/HIGH SCHOOL - PHASE TWO
(E) PLYWOOD ROOF SHEATHING
EDGE NAILING
KEY PLAN
DIAPHRAGM BOUNDARY NAILING
A
2x SOLID BLOCKING BETWEEN RAFTERS w/ A34 @ 48" O.C., TYP.
A
(2) 16d NAILS 4" O.C. @ SPLICE
B
DBL TOP PL
D C
4'-0" LAP SPLICE
STEEL BEAM PER PLAN
FASCIA PER ARCH. T&G WOOD SOFFIT PER ARCH.
SIMPSON H2.5A CLIP @ EA. RAFTER 6"
SIMPSON H3 @ EA. JOIST
2x BLK'G. BETWEEN JOISTS w/ RBC CLIPS @ 24" O.C.
STEEL BEAM PER PLAN
2x (BEAM WIDTH) NAILER PL. w/ 58 STUDS @ 24" O.C. TYP. @ EA. BEAM
SIMPSON A35 EA. SIDE OF EA. RAFTER, STAGGERED
BOND BEAM w/ (2) #5 CONT. TOP COURSE
ROOF JOIST PER PLAN
2x6 STUDS @ 16" O.C., U.N.O.
EQ. EQ.
ROOF JOIST PER PLAN
4x12 P.T. TOP PL. w/ 58 16" O.C. (6" MIN EMBED)
SIMPSON LBV HANGER w/ SLOPED SEAT @ EA. JOIST
STRUCTURAL DETAILS: FRAMING
GLULAM BEAM PER PLAN 12" SOLID GROUTED CMU WALL PER PLAN
16 2x ROOF RAFTERS S6.21 SCALE: 1" = 1'-0"
@ STEEL ENTRY BEAMS
12 2x RAFTER S6.21 SCALE: 1"=1'-0"
@ CMU WALL
8 TYPICAL TOP S6.21 SCALE: 1"=1'-0"
PLATE SPLICE
4 ROOF JOIST S6.21 SCALE: 1" = 1'-0"
@ RIDGE BEAM 2863 NW CROSSING DRIVE, SUITE 201 BEND, OR 97701 TEL. (541) 330-6869 FAX. (541) 330-2656
S6.21
