Revised Sheet 6 SHORINGSHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER (OR RF TRUSS) W/
(2) 16d TO EA STUD
TRUSSES OR RAFTERS PARALLEL TO WALL
SHEAR TRANSFER
SW TO SW THRU LOW ROOF NTS
PLYWD PER PLAN FRAMING
w/ 10d @ 6" EDGE PER PLAN
SIMPSON A35 @ 16 o/c
OR A35 E.S. @ 24" o/c •
2x BLK'G @ 16" o/
2x6 P.T. PLATE w/ FOR (3) JST A�
"0x1O" A.B. w/ 1Old '4 (0 SEE DETAIL 1 FOR
@ 18" O.C. LVOOD ALL OTHER INFO
e1 A T0'P CONNECTION AT PARALLEL JST
6" MIN
d
8" N C LL
w/ (p 4 TOP
#5V Eta 2" O.C.
#i@ 1 ' O.C.
@ 16 O.C.
24
101-01.
MAX B TOP CONNECTION BY SLAB
#5 @ 16" O.C. Scale: NTS= V-0" Section View 004
CONC FTG GEN L FOUNDATION NOTES
r` • w/ #5 @ 16" O.C. IBC 20EDITION
35 PCF E� V FLUID PRESSURE
r` 2000 PSF S BEARING
' 50 PSF TOE SARGE (SLAB)
7H LATERALS IC LOAD
i� 4"'0 FTG 5 1/2 SACK CEMENT CUBIC YARD
DRAIN IN 2500 PSI MIN COMPRE VE STRENGTH
GRAVEL POCKET MAX 6 GALLONS WATER R SACK
GRADE 60 STEEL FOR #5 & L GER
GRADE 40 STEEL FOR #4 & S LER
3" .IIIIIIIIIIIIII 11=
CLR BACKFILL WITH POUROUS MATER
0'-8" BEARING DO NOT CREATE UNEQUAL BACKFIL NTIL
2'-0„ SOIL FOOTING BACKFILL IS COMPACTED I ACE
4" SLAB W/ 6x6 JOISTS MAY BE HUNG INSIDE WALL WIT LID
W1 AxVV1.4 WWF OR BACKFILL PER SILL RIPPED TO FIT - WATERPROOFING BY
OR #3 @ 12" OC EW TABLE BELOW OTHERS
SEE GENERAL STRUCTURAL NOTES
r_4_ TYPICAL TOP RESTRAINED
BASEMENT WALL (10' MAX)
NTS
DIAPHRAGM WITH
EDGE NAILING Pt�
STRUCTURAL NOTE
TRUSS/BEAM PER PLY
SIMPSON MST 48
CENTERED @ PO
POST PER P
COLLECTOR TRUSS (OR BEAM
TO SHEAR WALL
FRAMING PER PLAN
LOCATION BY OTHERS
COMPACTED FRONT FILL
@ 1: 2 (V: H) MAX SLOPE
EXTEND 6'-0" MIN
or
4" SLAB W/
6X6 W1.4 X W1.4 WWF
OR #3 @ 12"o/c E.W. `
i'
CONCRETE FOOTING
w/ #4/dONT @ 10"o/c
PER
3"CLR
TOE WALL HEEL
WALL FRAMING/DECK
RAIL ABOVE
BASEPLATE NAILING PEF
SW SCHED OR DECK RAIL
CONNECTION PER PLAT`
NTS
GENERAL NOTES:
IBC 2015 EDITION
35 PCF EQUIVALENT FLUID PRESSURE
2000 PSF SOIL BEARING CAPACITY
50 PSF SURCHARGE (TOE SIDE)
7H LATERAL SEISMIC LOAD
5 1/2 SACK CEMENT PER CUBIC Y , 2500 PSI
MINIMUM COMPRESSIVE STREN H, MAXIMUM 6
GALLONS WATER PER SACK
GRADE 60 STEEL FOR #5 LARGF
R
GRADE 40 STEEL FOR # & SM, LER
BACKFILL WITH POU US ATERIAL; PROVIDE
TEMPORARY BRACI S REQUIRED UNTIL SLAB
IS CONSTRUCTED N URED
—WALL PER P A OR SW SCH
- (2)- # ,ANT @ TOP I
6"MIN
HORIZONTAL BARS:
PER SCHEDULE
VERTICAL BARS:
PER SCHEDULE
FTG DOWELS W/
STD HOOK INTO FTG: MAX HEIGHT
SAME AS VERT BAR OF BACKFILL:
SPACING PER SCHEDULE
LAP: 30"MIN
TOE BARS:
PER SCHEDULE
-.2" TOP CLR
4"0 FTG
IN GRAV
BEARING
SOIL
lstabsoloN
/ REINFORCEMENT AND FOOTING SCHEDULE
f. MAX HEIGHT
OF BACKFILL
VERTICAL
REINFORCEMENT
HORIZONTAL
REINFORCEMENT
TOE
WIDTH
WALL
WIDTH
HEEL
WIDTH
FOOTING
THICKNESS
TOE BARS
ONT
L EQ'D
6-0"
#5 @ 16" O.C.
#5 @16" O.C.
V-8"
8"
1'-0"
12"
NOT REQ'D
S
8'-0"
#5 @ 12" O.G.
#5 @16" O.C.
T-2"
8"
1'-W
12"
#5 @ 12" OC
S
10'-0"
#5 @ 6" O.C.
#5 @16" O.C.
4'-5"
8"
V-0"
12"
#5 @ 8" OC
SLA
RIM JOIST PER PLAN
FLR FRAMING PER PLAT`
SHEAR WALL PER PLAN
SHEAR TRANSFER AT
CANTILEVERED FLRT JOISTS
FRAMING PER PLAN
LOCATION BY OTHERS
COMPACTED FRONT FILL
@ 1: 2 (V: H) MAX SLOPE
EXTEND 6'-0" MIN
or
4" SLAB W/
6X6 W1.4 X W1.4 WWF
OR #3 @ 12"o/c E.W. `
CONCRETE FOOTING
w/ #4 CONT @ 10"o/c
f SOLID BLOCKING
V W/ EDGE NAILING
UCTURAL NOTES
R SW SCHEID
NTS
3"CLR
TOE WALL HEEL
�UPME2___N
SHEARWALL & HOLDOWN NOTES (U.N.O.) :
(1) Simpson or equal. Locate at end of shearwall u.n.o. Install
per manufacturer recommendations for foundation minimum end
distance and embedment, deepen foundation as required.
(2) Construct cripple wall same as shearwall (SW) above, and
gable -end same as shearwall (SW) below.
(3) Requires 3x or (2) 2x foundation sill plate
(4) Threaded rod and coupler as required.
(5) Common nails, UNO: 8d=0.131"x2'/2', 1Od=0.148"x3",
12d=0.148"x3'/4', 16d=0.162"x3'/2", 16d sinker=0.148N31/4'.
(6) Install H1's on all trusses/rafters, A35's at 24"o/c on gables &
rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When
specified spacing is less than 24"o/c, install A35's at roof solid
blk'ing to SW top plate, and install H1 or H2.5 on all
trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35.
Conn. per Simpson Strong -Tie or equal
(7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at
abutting panel edges.
(8) Anchor bolts shall be embedded at least 7" into concrete;
there shall be a minimum of two bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece. 2x min PT, u.n.o.
l sheathina must be APArated.
HOLDOWN SCHEDULE Date: 4/25/2018
Job #: 0916
MARK
HOLDOWN /
STRAP *(1)
FASTENERS TO
(2)-STUDS MIN U.N.O.
FOUNDATION
ANCHOR *(1)(4)
COMMENTS
T-1
MSTC40
(8) - 16d sinkers to each
connected element
N/A
T-2
STHD14/14RJ
(38)/(30) - 16d
N/A
T-3
HDU8-SDS2.5
(20) - SDS 0.25x2.5
WOOD SCREWS
SSTB28
MIN. DF92 4X POST
SHEARWALL SCHEDULE Date: 4/25/2018
Job #: 0916
SHEATHING - APPLY TO
SHEATHING EDGE NAILS *(5)
ROOF TO TOP PLATE,
MARK
BASE PLATE
SILL PLATE ANCHORS w/
*(2)
2x HF STUDS @ 16"o/c
ALL EDGES BLOCKED
NAILS *(5)
FLOOR TO TOP PLATE
3" x 3" x 1/4" WASHERS *(8)
U.N.O. BELOW * 9
O
(do not penetrate past flush)
*
& SILL PLATE (6)
SWA
7/16" OSB
8d @ 6" o/c (12" o/c field)
16d @ 12 " o/c
H1 @ or 24 o/c
5/8"OxIO" AB's @ 60 " o/c
A35 @ 24 " o/c
SW-2
7/16" OSB
8d @ 4" o/c (12" o/c field)
16d @ 6 " o/c
A35 @ 16 " o/c
5/8" OxIO" AB's @ 48 " o/c
SW-3
7/16" OSB *(7)
8d @ 3" o/c (12" o/c field)
16d @ 4 " o/c
A35 @ 12 " o/c
5/8" Ox10" AB's @ 16 " o/c
8d @ 3" o/c staggered
SW-4
7/16" OSB Both Sides *(7)
(12" o/c field)
16d @ 3 " o/c
A35 @ 8 " o/c
5/8" Ox10" AB's @ 24 " o/c *(3)
GENERAL NOTES:
IBC 2015 EDITION
35 PCF EQUIVALENT FLUID PRESSURE
2000 PSF SOIL BEARING CAPACITY
50 PSF SURCHARGE (TOE SIDE)
7H LATERAL SEISMIC LOAD
5 1/2 SACK CEMENT PER CUBIC YAR , 2 0 PSI
MINIMUM COMPRESSIVE STRENGT XIMUM 6
GALLONS WATER PER SACK
GRADE 60 STEEL FOR #5 & ER
GRADE 40 STEEL FOR # ALLER
BACKFILL /eAA
ATERIAL; PROVIDE
TEMPORARREQUIRED UNTIL SLAB
IS CONSTRED
WALL PFRf
(.2I z"#4 CONT @ TOP
6"MIN
.HORIZONTAL BARS:
PER SCHEDULE
-VERTICAL BARS:
PER SCHEDULE
FTG DOWELS W/
STD HOOK INTO FTG:
MAX HEIGHT
SAME AS VERT BAR
OF BACKFILL:
SPACING
PER SCHEDULE
LAP: 30"MIN
TOE BARS:
ER SCHEDULE
" TOP CLR
4"0 FT RAIN
IN GRA POCKET
BEARING `0
SOIL \
FTG THCK
REINFORCEMENT AND FOOTING SCHEDULE
MAX HEIGHT
OF BACKFILL
VERTICAL
REINFORCEMENT
HORIZONTAL
REINFORCEMENT
TOE
WIDTH
WALL
WIDTH
HEEL
WIDTH
FOOTING
THICKNESS
TOE BARS
FRONT
FILL REQ'D
6'-0"
#5 @ 16" O.C.
#5 @16" O.C.
V-8"
8"
1'-W
12"
NOT REUD
12"
8'-0"
#5 @ 12" O.C.
#5 @16" O.C.
2'-11"
8"
1'-0"
12"
#5 @ 12" OC
18"
CANTILEVERED BASEMENT WALL 6 CANTILEVERED BASEMENT WALL
AT GARAGE NITS X AT HOUSE NITS
P:) BOX 952 LYN1,1WOOD, WA 98046
T_ (206/ 280-471b F" (206) €43L, 6261
SERVICESOUPST£i.COM
General Structural Notes — Unless Noted Otherwise
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR
OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION.
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL JURISDICTION,
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC
MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST
PROCEDURES.
CONCRETE f c = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0
GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE
PREVENTED.
REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE
GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A-185 AND SHALL BE 6X6 -W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES.
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x_ AND GREATER): DF-L#2
JOISTS / STUDS (2x-): HF#2 / STUD
GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 AT CANTILEVERS)
2x- TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER",
LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL
CONNECTIONS PER IBC TABLE 2304.10.1.
ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED
EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT
REQUIRED.
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL
SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C.,
BLOCKING NOT REQUIRED.
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS
HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED - 85 MPH
RISK CATEGORY 11
ULTIMATE WIND SPEED - 110 MPH
IMPORTANCE, I = 1.0
WIND EXPOSURE, C
KZT = 1.00
SEISIMIC DESIGN CRITERIA:
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 1.0
Ss = 1.293
SITE CLASS, D
S, = 0.507
SEISMIC DESIGN CAT., D
SDS = 0.86
SETS. FORCE RES. SYS, A.15.
Sol = 0.51
DESIGN BASE SHEAR = 10381 Ibs
Cs = 0.13
RISK CATEGORY II
R = 6.5
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DATE:
9/28/2018
EHD JOB:
2136
SHEET:
6