2021-09-28 Tahoma Terra Structural DStructural Notes
S1.0NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
Strtucutral Notes
S1.1NO.REVISION DATE
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JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
Shearwall Schedule and Notes
S1.2NO.REVISION DATE
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JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
Holdown Schedule and notes
S1.3NO.REVISION DATE
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JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
d.1d.1d.3d.3d.4d.4d.5d.5d.6d.6d.8d.8d.Cd.Cd.Ad.Ad.Ed.Ed.2d.2d.7d.7d.Bd.Bd.Dd.DFoundation Plan
DS2.1NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
FRAMING NOTES
1. ROOF FRAMING - PRE ENGINEERED PLATED WOOD TRUSSES 0 24" ON CENTER U.N.O. PER PLAN. OTHER FRAMING
SHALL BE AS SHOWN ON THE ROOF FRAMING PLANS. SEE SHEET S1.0 FOR ROOF LOADS AND TRUSS
MANUFACTURER REQUIREMENTS. SEE 14/S9.1 AND 19/S9.1 FOR TRUSS TO WALL CONNECTIONS. SEE ARCHITECTURAL
DRAWINGS FOR ALL ROOF PITCHES AND CEILING VAULTS.
2. FLOOR AND CEILING FRAMING SHALL BE PER PLAN AND SCHEDULE U.N.O. LAP JOISTS 4" ATOP WALLS. SECURE
JOIST TO TOP PLATES WITH (2) 8d NAILS. JOISTS UNDER AND PARALLEL TO BEARING AND SHEAR WALLS SHALL BE
DOUBLE JOISTS U.N.O. BLOCKING AT BEARING AND SHEAR WALLS SHALL BE DOUBLED U.N.O.
3. WALLS INDICATED ARE BELOW THE FRAMING LEVEL. SEE BEARING WALL SCHEDULE THIS SHEET. WALLS ABOVE
ARE SHOW SCREENED/HALFTONE.
4. PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO ACCOMMODATE 1/4" PER
FLOOR WOOD SHRINKAGE (ACCUMULATIVE).
5. ONLY HEADERS SUPPORTING PERPENDICULAR FRAMING MEMBERS ARE SHOWN ON PLANS. FOR HEADERS NOT
SHOWN ON THE PLAN, SEE DETAIL 10/S9.0 FOR TYPICAL HEADER/BUNDLED STUD CONSTRUCTION.
6. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS.
7. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES ON SHEET S1.0.
8. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES. SEE SHEARWALL SCHEDULE ON SHEET S1.2.
9. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG -TIE.
10. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS.
11. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS.
12. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO FOUNDATION OR SUPPORTING BEAM.
13. ALL HEADERS SHALL HAVE A MINIMUM OF (1) KING STUD AT EACH END FOR BRACING U.N.O.
14. PROVIDE MINIMUM (3) 2X BUNDLED (TRIM) STUDS UNDER GIRDER TRUSS, TYP., U.N.O.
15. AT SAWN LUMBER JOISTS, SOLID BLOCKING OR SQUASH BLOCKS ARE REQUIRED UNDER ALL POSTS AND AT EACH
HOLDOWN. MATCH THE SQUASH BLOCK WITH THE POST ABOVE. SEE 12/S9.0.
16. SEE SHEET S9.0 FOR TYPICAL FLOOR FRAMING DETAILS AND SHEET S9.1 FOR TYPICAL ROOF FRAMING DETAILS.
17. OFFSET JOISTS FOR MECHANICAL, ELECTRICAL, AND PLUMBING.
BEARING WALL SCHEDULE AND NOTES
WALL TYPE
LOCATION
PLATE SIZE
STUD
SIZE AND SPACING, SPECIES & GRADE
EXTERIOR
L3 -ROOF
2X4
2X6
2X4
2X6 ® 16"
O.C.
HF #2
2X4
L2
- L3
2X6
6X6
2X6 ® 16"
O.C.
HF #2
B-4
L1
- L2
2X6
o�
2X6 ® 16"
O.C.
HF #2
INTERIOR
L3 -ROOF
--
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---
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---
BEARING WALL
L2
- L3
2X4
co
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2X4 ® 16"
O.C.
HF STUD
1
L1
- L2
2X4
2
2X4 ® 12"
O.C.
HF STUD
PARTYWALL
L3 -ROOF
-
2X6
2X6
® 16" O.C.
EA. PLATE
HF STUD
N
L2
- L3
2X6
2X6
® 16" O.C.
EA. PLATE
HF STUD
2
L1
- L2
2X6
2X6
® 16" O.C.
EA. PLATE
HF STUD
BEARING WALL NOTES
1. SPECIES AND GRADE FOR ALL WALL PLATES TO MATCH STUD OR BETTER.
2. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATHING, BLOCKING, AND PLATE NAILING..
3. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. X 10" LONG ANCHOR BOLTS WITH 7" EMBED, AT
48" ON CENTER TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE
FOR ADDITIONAL ANCHOR BOLT REQUIREMENTS.
4. SEE DETAIL 5/S9.0 FOR TOP PLATE SPLICE.
5. FOR 2 STORY BUILDINGS USE L3 -ROOF AND L2-L3 IN SCHEDULE.
JOIST SCHEDULE AND NOTES
CALLOUT
JOIST SIZE & SPACING
HANGER
J-1
2X12 HF#2 @ 16" O.C.
U210
L3 - ROOF
2X4
2X6
2X4
2X6
2X4
2X6
2X4
2X6
1. PROVIDE FLUSH MOUNT JOIST HANGERS PER SCHEDULE ABOVE U.N.O. PER PLAN.
2. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG -TIE. INSTALL PER MANUFACTURERS
SPECIFICATIONS.
3. HANGERS AND FASTENERS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE G185 CORROSION
RESISTANT OR TYPE 304 OR 316 STAINLESS STEEL.
DECK SCHEDULE AND NOTES
CALLOUT
DECK
D-1
3-1/2" TOTAL SLAB DEPTH CONCRETE DECK OVER 1-1/2" TYPE B
STEEL DECK PER STRUCTURAL NOTES ON S1.0 W/W1.4XW1.4 W.W.F.
1. SEE PLAN FOR DECK LAYOUT. PROVIDE 2 SPAN MINIMUM UNLESS INDICATED OTHERWISE ON PLANS.
BEAM AND POST SCHEDULE
BEAM CALLOUT BEAM SIZE MIN. POST SIZE CAP/HANGER Stacking Post Schedule: Min. Post Size
B-1 (2) 2X8 HR A -
A B C D E F G
B-2 (2) 2X10 HR B - BLDG. TYPE
LEVEL
B-3
4X10 HR
A
-
SW4
SW5
L3 - ROOF
2X4
2X6
2X4
2X6
2X4
2X6
2X4
2X6
2X4
6X
6X6
2X6
-
-
B-4
6X10 DB
6X6/ B
CCQ / HW
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KING
1
1
2
2
2
1
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D
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1
1
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2
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1
1
6
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1
3
-
-
B-8
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6X6/ B
CCQ / HW
H
U
STACKING POST SCHEDULE
NOTES:
B-9
PT 6X12
F
HUCQ612
1.
TRIMMERS OCCUR ONLY AT HEADERS AND DROP BEAMS.
2.
FLUSH BEAMS BEAR ON WALL TOP PLATES WITH KING STUDS BELOW, SEAT IN BEAM HANGERS
RIM -10
4X12
-
_
TO FLUSH BEAMS, ELSE BEAR ON DROPPED BEAM PER PLAN.
D
3.
POSTS EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED.
V)
1. PROVIDE POSTS PER SCHEDULE ABOVE AT BEARING CONDITIONS U.N.O. PER PLAN AND PROVIDE BEAM HANGERS PER SCHEDULE ABOVE AT
FLUSH FRAME AND POST CONDITIONS U.N.O. PER PLAN.
2. COLUMN CAPS/ HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG
-TIE. INSTALL PER MANUFACTURERS SPECIFICATIONS.
OFFSET COLUMN CAPS/ HANGERS AS NEEDED FOR CONSTRUCTION.
3. BEAMS AS INDICATED AS "PT" ON PLAN OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED. HANGERS AND FASTENERS IN
CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE G185 CORROSION RESISTANT OR TYPE 304 OR 316 STAINLESS STEEL.
4. SEE STRUCTURAL NOTES ON S1.0 FOR BEAM SPECIFICATION REQUIREMENTS.
SHEARWALL AND HOEDOWN LEGEND
Shearwall Assemblies
LEVEL
SW1
SW2
SW3
SW4
SW5
L3 - ROOF
P6TN
P6
P6
P6
-
L2 - L3
P6
P6
P4
P3
-
L1 - L2
P6
P4
P3
P2
-
SHEARWALL ASSEMBLIES NOTES;
1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR INDIVIDUAL DETAILS OF
EACH WALL TYPE.
2. SEE STRUCTURAL NOTES FOR LUMBER SPECIFICATIONS.
3. FOR 2 STORY BUILDINGS USE L3 -ROOF AND L1-L2 IN LEGEND.
Holdown Assemblies
LEVEL
HD1
HD2
HD3
L2 - L3
CS16
MST37
MST37
L1 - L2
MST37
MST48
MST48
FDN - L1
STHD14
HDU5
HDU8
HOLDOWN ASSEMBLIES NOTES;
1. HOLDOWNS AS MANUFACTURED BY SIMPSON STRONG -TIE. INSTALL PER
MANUFACTURERS SPECIFICATIONS. SEE HOLDOWN SCHEDULE SHEET S1.3 FOR
ADDITIONAL INFORMATION.
2. SEE STRUCTURAL NOTES FOR LUMBER SPECIFICATI N Cd�
3. FOR 2 STORY BUILDINGS USE L2-L3 AND FDN-L1 END.
FRAMING LEGEND
FLUSH BEAM WOOD PANEL
- - -
FB SHEARWALL PER MECHANICAL ZONE
-D6 DROPPED BEAM SW1 SCHEDULE SHEET S1.2 AT ROOF
HR -� HEADER - SEE 10/S9.0 =___- SHEARWALL WITH
FORCE TRANSFER SLOPING FRAMING AT DECKS
- GLB GLUED -LAMINATED BEAM SW1 DETAIL: 8/S1.3 (PER ARCH.)
- GT GIRDER TRUSS HOEDOWN PER
INDICATES N0. OF SCHEDULE BLOCKED FLOOR DIAPHRAGM
BUNDLED STUDS HD1 HD
O3 PROVIDE (2) TYP. U.N.O.
BEARING WALL PER
POST TYPE PER PLAN SCHEDULE THIS SHEET ATTIC ACCESS AT CLG.
CONTINUE TO FOUNDATION
OR BEAM BELOW
% BEAM/JOIST HANGER ® ATTIC ACCESS AT WALLS
BEAM SIZE PER PLAN/NOTES/SCHEDULE
PER SCHEDULE
FB -1- _ N o t e .
FB - FLUSH BEAM ALL SECTION CUTS
DB - DROPPED BEAM ARE TYPICAL
HR - HEADER
RIM - RIM JOIST (MIN. WIDTH - COORD. W/ SHEARWALL SCHEDULE)
W - WIDE FLANGE STEEL BEAM
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GRAPHIC SCALE
-8 0 4 8 16 Second Floor Framing Plan
( IN FEET) SCALE: 1/8" = 1'-0"
1 inch = 8 ft.
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d.1d.1d.3d.3d.4d.4d.5d.5d.6d.6d.8d.8d.Cd.Cd.Ad.Ad.Ed.Ed.2d.2d.7d.7d.Bd.Bd.Dd.DThird Floor Framing Plan
DS2.3NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
d.1d.1d.3d.3d.4d.4d.5d.5d.6d.6d.8d.8d.Cd.Cd.Ad.Ad.Ed.Ed.2d.2d.7d.7d.Bd.Bd.Dd.DRoof Framing Plan
DS2.4NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
Concrete Details
S6.0NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
Concrete Details
S6.1NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
Wood Details
S9.0NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597
Wood Details
S9.1NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG D
14301 TAHOMA BLVD. SE
YELM, WA 98597