2021-09-28 Tahoma Terra Structural AStructural Notes
S1.0NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
Strtucutral Notes
S1.1NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
Shearwall Schedule and Notes
S1.2NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
Holdown Schedule and notes
S1.3NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
FOUNDATION NOTES
1. ALL SOIL BEARING SURFACES ARE SUBJECT TO INSPECTION AND APPROVAL
BY THE GEOTECHNICAL ENGINEER PRIOR TO REINFORCING AND CONCRETE
PLACEMENT.
2. CENTER INTERIOR FOOTINGS ON WALLS OR COLUMNS TYPICAL U.N.O.
3. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
4. SEE ARCHITECTURAL PLANS FOR WALL LOCATIONS.
5. CONCRETE WALLS ARE 8" THICK TYPICAL U.N.O.
6. SEE DETAIL 6 SHEET S6.0 FOR STEPPED FOOTING DETAIL.
7. SEE ROOF/ FLOOR FRAMING PLAN SHEETS FOR WOOD FRAMING LEGEND,
NOTES, AND SCHEDULES.
8. FOOTING DRAINS ARE TYPICALLY AT PERIMETER OF FOUNDATIONS. FOOTING
DRAINS, DOWNSPOUTS AND THEIR CONNECTIONS BY OTHERS. SEE CIVIL
DRAWINGS FOR ADDITIONAL INFORMATION.
9. SLAB ON GRADE 4" MIN. THICKNESS U.N.O., SEE S1.0 SECTIONS 03000 &
03100. SLOPE SLAB PER ARCHITECTURAL DRAWINGS.
10. SUBGRADE PER GEOTECHNICAL ENGINEER, SEE S1.0 SECTION 01300.
11. ALL TOP OF CONCRETE AND TOP OF FOOTING ELEVATIONS TO BE VERIFIED
PRIOR TO CONSTRUCTION.
SHEARWALL AND HOEDOWN LEGEND
Shearwall Assemblies Holdown 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.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
LEVEL
HD1
HD2
HD3
L2 - L3
CS16
MST37
MST37
L1 - L2
MST37
MST48
MST48
FDN - L1
STHD14
HDU5
HDU8
FOUNDATION SCHEDULE
MARK
DEPTH
WIDTH
LENGTH
REINFORCING
DETAILS
F1
10"
1'-6"
CONT.
(2) #5 CONT.
FTG. W/ STEM WALL: 7/S6.0
FS
12"
1'-6"
CONT.
(2) #5 CONT.
THICKENED SLAB FOOTING 9&10/S6.0
F2
12"
2'-0"
CONT.
(2) #5 CONT.
THICKENED SLAB FOOTING 9&10/S6.0
F18
10"
18"
18"
(2) #4 EA. WAY
POST FOOTING.: 11&16/S6.0
W
0
o
;,
Q
LO
F36
12"
36"
36"
(4) #4 EA. WAY
POST FOOTING.: 11&16/S6.0
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ct
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 SPECIFICATIONS.
3. FOR 2 STORY BUILDINGS USE L2-L3 AND FDN-L1 IN LEGEND.
a.J
a. H r
a. F )--I - mak-- -
a.E
a.0
LO
I
o' TYPICAL
(-2'-0"'
TYPICAL
FOUNDATION LEGEND
F1 SEE FOOTING TYPE THIS SHEET
WOOD PANEL
2'-0" TOP OF FOOTING ELEVATION SHEARWALL PER
(- ) SW1 SCHEDULE: SHEET S1.2
0'-0" TOP OF CONCRETE ELEVATION ----- SHEARWALL WITH
FORCE TRANSFER
SW2 DETAIL: 8/S1.3
S.J. SHRINKAGE CONTROL JOINT PER DETAIL 4/S6.0 HOLDOWN PER
SCHEDULE: REF.
C.J. CONSTRUCTION JOINT PER DETAIL 5/S6.0 HD1 HD FRAMING PLANS
�S STEPPED FOOTING PER DETAIL 6/S6.0
Note:
ALL SECTION CUTS
ARE TYPICAL
a.2 a.3 a.4 a.5 a.6 a.7
93'-0"
1 12'-6 1/2" 1 13'-5 1/2" 1 16'-0" 1 9'-0" „" 16'-0" 1 13'-5 1/2" 1 12'-6 1/2" 1
1'-0 3/4" 1'-0 3/ 16
7'It S6.
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1 12'-2 1/411 ,-6" I � °° I I °O o) O 13'- " 12'-2 1/4"
CFCDI
F36 I r = _ I F3 o F3
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t0 I p' ' p 6.0 I �p G
Tn S6.0 Fl
II M I i M
4" CONC. S.O.G. I I 4" CONC. S.O.G. 1
I I RE: NOTE 9 & 4 & �------J _ _ I_ L------� - RE: NOTE 9 & 4 &
5/x(1 TVp Uhl. - - - r = - - - /S6 TY�. Ji- - - -
D3 3 H HD
------ J 1 _- Fs7 I L---- - 1. 1 1
1 I `/)fm
II
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F1 0 7
LOss.o
i HD1 SW2 HD1 i L i HD1 SW2 HD1 i
16
56.0
4'-0" T4' -O"
a.1 a.2 a.3 a.4 a.5 a.6 a.7 a.8
GRAPHIC SCALE
-8 0 4 8 16
( IN FEET )
1 inch = 8 ft.
Foundation Pan
SCALE: 1/8" = 1'-0"
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AS2.1
a.1a.1a.3a.3a.4a.4a.5a.5a.2a.2a.6a.6a.7a.7a.8a.8a.Aa.Aa.Da.Da.Ea.Ea.Fa.Fa.Ja.Ja.Ba.Ba.Ha.Ha.Ca.Ca.Ga.GSecond Floor Framing Plan
AS2.2NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
a.1a.1a.3a.3a.4a.4a.5a.5a.2a.2a.6a.6a.7a.7a.8a.8a.Aa.Aa.Da.Da.Ea.Ea.Fa.Fa.Ja.Ja.Ba.Ba.Ha.Ha.Ca.Ca.Ga.GThird Floor Framing Plan
AS2.3NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
a.1a.1a.3a.3a.4a.4a.5a.5a.2a.2a.6a.6a.7a.7a.8a.8a.Aa.Aa.Da.Da.Ea.Ea.Fa.Fa.Ja.Ja.Ba.Ba.Ha.Ha.Ca.Ca.Ga.GRoof Framing Plan
AS2.4NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
Concrete Details
S6.0NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
Concrete Details
S6.1NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
Wood Details
S9.0NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597
Wood Details
S9.1NO.REVISION DATE
CAD:ENG'R:FILE:DATE:
JOB #:
Tahoma Terra Apartments BLDG A
14301 TAHOMA BLVD SE
YELM, WA 98597