3012C Structural Drawings4' CONCRETE SLAB
W/ THICKENED EDGE
#4 @ 24' O.C., 21'-
LONG, EPDXY EMBED
3' INTO STEM WALL
7"
2' -6' I
5'-5• LSTHD8RJ
/ r I
2 -4 DBL JSTS
A
DBL JSTS
I/ LSTHD8RJ
9'
23'-6'
7' -10'
1 I
6r
I
I
LSTHD8RJ --
4' -6'
#4 @ 24' O.C., 21"
LONG, EPDXY EMBED
3' INTO STEM WALL
6' -4'
3'
6X6 PT POST W/
PB66 BASE (TYP
FOR EXT. POSTS)
4' CONCRETE SLAB
W/ THICKENED EDGE
01
1'
MI 1 MI Iii 0
CSI _mI WIN
SB %X24-7
-41 6' -6'
ill
4jr
33'
F - - - - - - - - - - - -
i
� 2 �
I I
VENT CTYP>
2X10 JSTS @ 164'
O.C. (OR EQUIVJ
24'X24'X8' FOOTING
PAD W/ (2) #4
REBAR E.W. (TYP)
4X8 F
1 L
s
4X8 L J
FURNACE
BLOCKOUT
F -qt-ok-
2'
16'X8' FOOTING
I (TYP)
-- 39'X39'X8' FOOTING
I PAD W/ (3) #4 REBAR
{ E.W. W/ 6X6 POST [1 -31
I
16'
SSTB16 2'
op
18' -9`
8'X24' STEM I I I
WALL (TYP) I 6' -iok
30'X30'X6' FOOTING
PAD W/ (2) #4
REBAR E.W. 11 -21
4" CONCRETE SLAB ON
GRADE, SLOPE TO OH DOOR
I i
30 'X30 'X6' FOOTING
I PAD W/ (2) #4
REBAR EW. 11 -11
I 6'X24' STEM WALL
12'X6' FOOTING
— 4k
—
22'
FOUNDATION PLAN
12'X6' FOOTING- -
6'X24' STEM WALL
30'X30'X6' FOOTING
PAD W/ (2) #4
REBAR E.W. 11 -11
NOTES. 1/4"
• ALL SAWN LUMBER . BEAMS
SHALL BE HF #2 MIN,
• E # — #] DENOTES ITEM
NUMBER IN ACCORDANCE
TO CALCULATION PACKAGE
4j'
2' -10�'
37' -4'
NOTES,
1. BASE PLATE NAILING PER
SHEAR WALL SCHEDULE
2, PLYWOOD SHEATHING
3. JOIST PER PLAN
4. 2x CONTINUOUS RIM
5. (1) #4 BARS CONTINUOUS
CAT TOP> PROVIDE #4 @
18. O.C. HORIZONTAL
6. 5/8' DIAMETER ANCHOR BOLTS
@ 48' O.C. U.N.O.
7. #4 @ 48' O.C. MAXIMUM,
ALTERNATE BENDS
8. (2) #4 BARS CONTINUOUS
9, EDGE NAILING
10,16d @6'O.C.
TYPICAL FOUNDATION STEM
WALL
NOT TO
SCALE
(2) #4
12�
�12
THICKENED EDGE SLAB
NOTES,
1. (3) 10d PER BLOCK
2. JOIST PER PLAN
3. FLOOR BEAM PER PLAN
4. PLYWOOD SHEATHING
5. BLOCKING
6. 4x OR 6x POST WITH
SIMPSON PC AND PB
7, CONCRETE FOOTING
8. EDGE NAILING
9. 2x WOOD CLEAT OR
SIMPSON POST CAP
TYPICAL INT. SPREAD FOOTING
NOT TO
SCALE
H
O
COPYRIGHT 2017
V
NORTHWEST
HOME
DESIGNING,
INC,
I
LSITHD�8RJ
I
II 1[
i' -6' END PAD
I
z
�M�
SPACING
I)
A
IIETY
' 6' MAX. PAD
, 7`-8r
A
0
A
0.
SPACING (TYP)
o
-1 _.
I
CC
-J L _
I
4' -3r
d0..
' '
FURNACE
2 - 6
BLOCKOUT
i- r
4,-0;-
1 211
SSTB16
-ii I
SSTB16 2'
op
18' -9`
8'X24' STEM I I I
WALL (TYP) I 6' -iok
30'X30'X6' FOOTING
PAD W/ (2) #4
REBAR E.W. 11 -21
4" CONCRETE SLAB ON
GRADE, SLOPE TO OH DOOR
I i
30 'X30 'X6' FOOTING
I PAD W/ (2) #4
REBAR EW. 11 -11
I 6'X24' STEM WALL
12'X6' FOOTING
— 4k
—
22'
FOUNDATION PLAN
12'X6' FOOTING- -
6'X24' STEM WALL
30'X30'X6' FOOTING
PAD W/ (2) #4
REBAR E.W. 11 -11
NOTES. 1/4"
• ALL SAWN LUMBER . BEAMS
SHALL BE HF #2 MIN,
• E # — #] DENOTES ITEM
NUMBER IN ACCORDANCE
TO CALCULATION PACKAGE
4j'
2' -10�'
37' -4'
NOTES,
1. BASE PLATE NAILING PER
SHEAR WALL SCHEDULE
2, PLYWOOD SHEATHING
3. JOIST PER PLAN
4. 2x CONTINUOUS RIM
5. (1) #4 BARS CONTINUOUS
CAT TOP> PROVIDE #4 @
18. O.C. HORIZONTAL
6. 5/8' DIAMETER ANCHOR BOLTS
@ 48' O.C. U.N.O.
7. #4 @ 48' O.C. MAXIMUM,
ALTERNATE BENDS
8. (2) #4 BARS CONTINUOUS
9, EDGE NAILING
10,16d @6'O.C.
TYPICAL FOUNDATION STEM
WALL
NOT TO
SCALE
(2) #4
12�
�12
THICKENED EDGE SLAB
NOTES,
1. (3) 10d PER BLOCK
2. JOIST PER PLAN
3. FLOOR BEAM PER PLAN
4. PLYWOOD SHEATHING
5. BLOCKING
6. 4x OR 6x POST WITH
SIMPSON PC AND PB
7, CONCRETE FOOTING
8. EDGE NAILING
9. 2x WOOD CLEAT OR
SIMPSON POST CAP
TYPICAL INT. SPREAD FOOTING
NOT TO
SCALE
H
-4
V
�
z
z
�M�
A
zz
3
WA
U
A
0
A
0.
o
CC
cd
d0..
pH
U
A
z
O
5
a
�20
N � �
W �
o �
10' -10 4' CONCRETE SLAB
W/ THICKENED EDGE
LSTHD8
24'X24'X8' FOOTING i
1 PAD W/ (2) #4
REBAR E.W. (TYP)
1 -i 6X6 PT POST W/
43.E PB66 BASE (TYP S1 i r
FOR EXT, POSTS)
I I M
I 1 ~ bA °00'
tr
N
v N
0 o
OPT. C 0 V E 1R]LE D PORCH M
1/4" 1' -0" �a
N
� w �
L
` +� N
SCALE: AS SHOWN
\, DATE: May 2017
DRAWING NUMBER
987117
SHEET S 1
V
N
�
A
�M�
CC
cd
d0..
N � �
W �
o �
10' -10 4' CONCRETE SLAB
W/ THICKENED EDGE
LSTHD8
24'X24'X8' FOOTING i
1 PAD W/ (2) #4
REBAR E.W. (TYP)
1 -i 6X6 PT POST W/
43.E PB66 BASE (TYP S1 i r
FOR EXT, POSTS)
I I M
I 1 ~ bA °00'
tr
N
v N
0 o
OPT. C 0 V E 1R]LE D PORCH M
1/4" 1' -0" �a
N
� w �
L
` +� N
SCALE: AS SHOWN
\, DATE: May 2017
DRAWING NUMBER
987117
SHEET S 1
A�
LSL 1.3E
HUSC412�
11%` TJI 110 JSTS @
16" D.C. (OR EQUIV,)
TU*3'" L88
CTYP)
L J L J L_J L J J L JII L J L J L IL-- 117VIL
332'Xll %" LSL
1.3E C2 -11
3Y2'Xll %' LSL
13E C2 =6]
"%X6 PT POST
(4) 2X4 STUDS OR
4X6 POST C2 -51
HDU5— SDS2,5 W/
<2) 2X4 STUDS
SECOND FLOOR FRAMING PLAN
NOTESi
• ALL SAWN LUMBER BEAMS SHALL BE HF #2 MIN,
• ALL HEADERS SHALL BE 4X10 UX0.
• ALL COLUMNS SHALL BE (2) 2X STUDS UXO,
• OVERFRAMING SHALL BE 2X6 JSTS @ 16" D.C. FOR
SPANS FROM 10' -0" TO 13' -0 "; USE 2X8 JSTS @
16" DEC,; OTHERWISE USE 2X10 JSTS @ 16" D.C.
• SHEAR WALLS W/ 3" OR LESS SPACING REQUIRE
(2) 2X OR 4X SILL PLATE
BEARING
EDGE NAIL FLOOR SHEATHING
TO BLOCKING
i--2X BLOCKING
-A35 @ 24' O.C.
TO TOP PLATE
SHEARWALL SHEATHED
PER PLAN
FLOOR TO INT. SHEARWALL
NOT TO SCALE
2X8 LEDGER W/ C2}
5" LEDGERLOKS @ 16'
JOISTS PER
BEAM PER ---'Lj
PLAN
A34 @ EACH RAFTER
TO TOP PLATE
1/4" = 1' -0"
TEAR WALL PER PLAN
DGE NAILING
2X8 RAFTERS @ 24' O.C.
W/ LRU26 HANGERS
ROOF SHEATHING
PER PLAN
CLG, JOISTS
r-2X BLOCK
H2.5 @
EACH JOIST
J' OSB W /—' VN—BEAM PER
8d @ 6' O.C. PLAN
roj'� SHEAR TRANSFER CONN.
NOT TO SCALE
,HDU2— SDS2,5 W/
(2) 2X6 STUDS
<4) 2X4
STUDS OR 4X6
POST C2 -53
2X8
W/ 2Xf
JSTS
(4) 2X4
STUDS OR 4X6
POST 12 -51
START NAILS
1 1/2' UP FROM ;r
END OF STUD
f
BOTTOM NAILS
ROOF FRAMING PLAN
NOTES: 1/4" = 1' -0"
• ALL SAWN LUMBER BEAMS SHALL BE HF #2 MIN,
• ALL HEADERS SHALL BE 4X10 U.N.D.
• ALL COLUMNS SHALL BE (2) 2X STUDS U,N,O.
• OVERFRAMING SHALL BE 2X6 JSTS @ 16" O,C, FOR
SPANS FROM 10' -0" TO 13' -0 '; USE 2X8 JSTS @
16' O,C,; OTHERWISE USE 2X10 JSTS @ 16" O.C.
• [# - #] DENOTES ITEM NUMBER IN ACCORDANCE TO
CALCULATION PACKAGE
N, 2 -2x OR 4x
38 NAILS MIN.
LENGTH 21'
NO NAILS REWD
FACE NAILS
BEAM PER
PLAN
MSTC48B3 INSTALLATION
W/ NO RIM JOIST
NOT TO SCALE
F--- - -F - - --I
6X6 PT POST 7 6X6 PT POST
W/ ACE6 CAP W/ ACE6 CAP
co
col
I
MANUFACTURED
TRUSSES (BY OTHERS)
10 �!
HDR
OPT. COVERED PORCH
iia^ = r -o'
11
h h �
sun I
N
� w
0
H
U
A
COO
0
5
m
O
11
tn
N C1
r4 cod
MQ �
W �
O
0.4
co
Av
4�o
~
m
bOi
Gh
V)
00
�
3
p
�o�
cd
w
N
yv,
O
Q
�-,
4-4
a
o^
,may
o
�
tn
N C1
r4 cod
MQ �
W �
O
0.4
co
Av
4�o
SCALE: AS SHOWN
DATE: May 2017
DRAWING NUMBER
9871 -17
SHEET SZ
~
m
bOi
n
�
3
�
*PO4
CJ
N
yv,
O
Q
a
o^
,may
o
�
r--1
M
PON*
a�
00
M
j
a
D
W
as
1
M
N
SCALE: AS SHOWN
DATE: May 2017
DRAWING NUMBER
9871 -17
SHEET SZ
STRUCTURAL NOTES:
DESIGN CRITERIA:
1. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE
2. VERTICAL LOADS: ROOF FLOOR
SNOW LOAD 25 psf
LIVE LOAD 20 psf 40 psf
DEAD LOAD 17 psf 12 psf
3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO
SHEARWALLS AND THENCE TO FOUNDATION WHERE DISPLACEMENT IS
RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH.
4. LATERAL WIND LOADS: 110 MPH EXPOSURE " B " (PER ASCE7 -10)
5. LATERAL SEISMIC LOADS (SDs= 0.917)
SITE SPECIFIC SEISMIC RESPONSE
SEISMIC ZONE I �
GENERAL:
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS.
2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE
SHORING, BRACING AND GUYS IN ACCORDANCE w/ ALL NATIONAL, STATE AND LOCAL
SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION.
3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION
MUST BE APPROVED BY OSHA PRIOR TO ERECTION.
4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL
TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED
TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH
THE WORK.
6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO
REVIEW BY THE ENGINEER.
7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION
TO ANY OTHER SPECIFIC DETAIL CALLED OUT.
8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS
IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OR ACCURACY.
WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY. SHALL BE REPORTED
TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE, MODIFICATIONS TO
DETAIL'S OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL
OF THE ENGINEER.
9. FOR CONCRETE FOOTINGS:
FOOTING DEPTH TO BE MIN. 12" TO PREVIOUSLY UNDISTURBED SOIL OR UNDISTURBED FILL.
ALL EXTERIOR WALLS TO BE SUPPORTED ON CONTINUOUS FOOTINGS.
PIPE PENETRATIONS TO BE SLEEVED.
REBAR SHALL BE ASTM A615 GRADE 60 (F = 60 KSI)
CONCRETE SHALL BE 2500 PSI (f'c = 2500 PSI)
FRAMING NOTES:
1. FRAMING LUMBER SHALL BE HEM -FIR NO. 2; AND HEM -FIR NO. 2 FOR ALL TOP AND
BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO
BE GRADE MARKED PER WCUB SPECIFICATIONS.
2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1, SHEATHING
CONFORMING TO EITHER COMMERCIAL STANDARDS P51 -83, APA PRP -108, OR VOLUNTARY
PRODUCT STANDARD PSE -92. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS
AND 1/8" EXPANSION JOINTS BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING
REQUIREMENTS ARE AS FOLLOWS:
ROOF SHEATHING TO BE 15/32" C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE, P.I.
24/0 (USE 5 -PLY FOR PANELIZED ROOFS). NAILING 10d ® 6 INCHES ON CENTER AT
PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.
SUB FLOORING TO BE 3/4" T &G C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE ,
P.I. 48/24. GLUE AND NAIL WITH 10d AT 6 INCHES ON CENTER AT PANEL EDGES AND 12
INCHES ON CENTER AT INTERMEDIATE SUPPORTS.
3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE
UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE.
4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR
APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.
5. PROVIDE 3 "x3 "x1/4" (USE GALVANIZED ® P.T. MEMBERS) PLATE WASHERS UNDER HEADS
AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED
OTHERWISE. ALL FASTENERS IN CONTACT WITH PRESSURE TREATED TO BE HOT DIPPED
GALVANIZED.
6. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" UNLESS OTHERWISE
NOTED. LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 60% OF THE NOMINAL
DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED.
7. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MIN 0 STEEL BOLTS
SPACED AT 48" o.c. MAX. (EMBED 7" MIN. INTO CONCRETE OR MASONRY). SEE PLANS
AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR.
8. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE
TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION)
9. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR PLYWOOD USED IN
SHEAR PANELS AND ROOF SHEATHING.
10. STUD NOTCHING: BEARING - 25% NOTCH, 40% BORING (607. BORING ® DBL.) NON
BEARING - 40% NOTCH, 60% BORING HOLES NO CLOSER THAN 5/8" TO FACE OF STUD
SHEARWALL
SCHEDULE
MARK
MINIMUM
SHEATHING
EDGE
NAILING
" FIELD
NAILING
SOLE PLATE
NAILING
SILL PLATE
CONN. @ FND.
1. ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TOP AND BOTTOM
3/8" CDX
ONE FACE
Sd 0 6 "o.c.
d 0 12 "o.c.
(2)16d 16 0 %
5/8 "dia. 0 48" O.C.
w/ 2x BTM. PLATE
®
3/8" CDX
ONE FACE
8d ® 4 "o.c.
d 0 12 "o.c.
(2)16d ®12 » 0%
5/8 "dia. 0 36" o.c.
w/ 2x BTM. PLATE
®
3/8" CDX
ONE FACE
8d ® 3 "o.c.
d ® 12 "o.c.
(2)16d 0 8 "o%
5/8 "dia. ® 30" ;.c.
w/ 3x BTM. PLATE
ZL
15/32" CDX
ONE FACE
»
1 O ®4 o.c.
»
IOd ® 12 o.c.
» '
(2)16d ®6 o/c
5/8 "dia. ® 18" o.c.
w/ 3x BTM. PLATE
®
15/32" CDX
ONE FACE
10d ® 3 "o.c.10d
® 12 "o.c.
(2 )16d 6 "o /c
5/8 "dia. ® 18" o.c.
w/ 3x BTM. PLATE
u,-- -Q E1'-Q H
15/32" CDX
ONE FACE
1 O ® 2 "o.c.1Od
® 12 "o.c.
(2)16d ® 3 "o /c
5/8 "dia. ® 36" o.c.
w/ 3x BTM. PLATE
SIMPSON HDU HOLD I
SOLE PLATE
SUBFLOE
RIM JOI,
BLOCKING NOT SHOWN
FOR CLARITY
SIMPSON CNW COUPLER
PT SILL PLA
STEMW
SIMPS ❑N SSTB AIN
HDU HOLD DOWN INSTALLATION
_ _ - - _ _
-fl (T Tf -1 TT _ -n--5 5 ^ [ F -1
I II II II II ! 1 II I
I ii II it II I I Il
I II it II _II_ II 11 II_ I
I fl I1 it II II J II II
{ II li {1 I! II II II
1 II Ii Ii _II_ II II ii I
I'I li IF=- TF--�i IF= -_TF -_ =9
I II II II !I II II II !
11 II II !I II 11 II I
I II II E 11 II II II I I
SHEARWALL NOTES,
HOLDOWN SCHEDULE
MODEL
ANCHOR
BOLT
THRU BOLTS
OR NAILS
EMBEDMENT
LENGTH
MIN. EDGE
DISTANCE
STHD8
1. ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TOP AND BOTTOM
(24) 16d
8'
11-4- IL
STHDBRJ
STRAP
,L
8'
PLATES SHALL BE HF #2. ALL SHEATHING EDGES SHALL BE BACKED
STHD10
-�L
-
10'
1 1/2'
STHD10RJ
S RAP
WITH 2x OR WIDER FRAMING UNLESS OTHERWISE' NOTED (SEE NOTE #2),
10'
t It 1 I i
STHD14
SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY,
(38) 16d
11
1 1/2'
STHD14RJ
STRAP
tl ti
14'
2. WHERE SHEATHING NAILING IS A ® OR GREATER, FOUNDATION SILL PLATES
AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM A$UTTING PANELS
HDU2
u,-- -Q E1'-Q H
I<6> SDS SCREWS
SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER AND SILL PLATES
1 3/4'
4
5/8' DIA
NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER,
ill
1 3/4'
HDU5
3. NAILING CRITERIA IS BASED ON IBC 2306.3 AND AF &PA SPDWS TABLE 4.3A FOR
(14) SDS SCREW
16'
CD PLYWOOD AND HF #2 FRAMING, WIRE STAPLES MAY BE SUBSTITUTED AS
HDU8
7/$' DIA
OUTLINED IN THE STRUCTURAL NOTES, OTHER SUBSTITUTIONS MUST BE VERIFIED
16'
IN WRITING BY THE STRL. ENGINEER.
®DOUBLE TOP PLATE w/ EDGE NAILING (STAGGER ATOP SPLICE AND NAILING PER PLANS.
i' DIA
.PLATE
SEE SHEARWALL SCHEDULE FOR LUMBER GRADE. LAP 4' -0" MINIMUM. CENTER SPLICE ON STUD.
4. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY
SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON
B EDGE NAILING AT ALL PANEL EDGES. BACK w/ G HOEDOWN PER SCHEDULE AND PLAN
O O
THE PLANS, REFER TO THE APPROPRIATE CONNECT13R DETAILS FOR ADDITIONAL
2x BLOCKING OR BACKING (E)COORDINATE ALL STUD AND PLATE SIZES
INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC.
@EDGE NAILING TO HOEDOWN POST (FULL HEIGHT) w/ SHEARWALL SCHEDULE REQUIREMENTS
5 ANCHOR BOLTS MUST BE EMBEDDED INTO CONCRETE OR GROUTER CMU A MINIMUM
® STUDS 0 16" o.c. QEDGE NAILING TO POSTS. TRIM STUDS
OF 7 ', AND SHALL BE PLACED TO PR ❑VIDE A MINIMUM OF 2' GROUTED CLEAR
@ P T. SILL PLATE w/ EDGE NAILING & ANCHOR AND KING STUDS
TO THE FACE OF FORMED CONCRETE (PROVIDED 3' CLEAR FOR CONCRETE CAST
BOLTS PER SHEARWALL SCHEDULE (PROVIDE
AGAINST S ❑IL).
A MINIMUM OF 5/8 "dia. ANCHOR BOLTS ® QK BEARING STUD FOR HEADER
(18) SDS1 /4x3
48" o.c., ,EMBEDDED 7" MIN.)
6 EDGE OF ANCHOR BOLT WASHER SHALL BE WITHIN 1/2' OF SHEAR WALL SHEATHING
PHD8 -SDS3
7/8' DIA
STND SHEARWALL ELEVATION
16'
MST37
STRAP
(42) 16d In
DBL. STUD
30' MIN.
L
STHD CONNECTIONS
EBAR IN SHEAR
12' MIN.
REBAR
LENGTH
NOTES,
1. (6) 16d, TYP.
2. (4) 16d, TYP.
3. FULL HEIGHT STUD
4. CONTINUOUS DOUBLE
TOP PLATE
5. HEADER AS PER PLAN,
SAME WIDTH AS WALL
6. (2) CRIPPLE STUDS
11 BUILT -UP POST PARALLEL TO WALL
NOT TO
SCALE
SIMPSON ST36 STRAP TIE ACROSS
TOP PL OR BEND VERT TO POST
BEAD (--DOUBLE TOP PLATE
(2) 16d
BEAM
X MFD BY Z❑NE FOUR - USE 1/4x3x3 PLATE WITH DOUBLE NUT
AT BOTTOM OF ;ANCHOR BOLT,
H❑LDOWN N ❑TESj
L ALL THREAD BOLTS SHALL CONFORM TO ASTM A307.
2. MIN. CONCRETE COMPRESSIVE STRENGTH f'c= 2,500 psi.
3. HD14A, HD20A & HD15 REQUIRE A 6x MIN. POST SIZE, U.N.O.
4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE
EXPOSED TO SOIL OR WEATHER, FOR CONCRETE CAST AGAINST
SOIL PROVIDE 3,' CLEAR TO ANCHOR BOLT.
5. NAILS TO HOLD13WN POSTS SHALL BE 10d COMMON. (16d SINKERS
MAY BE USED WITH PRIOR WRITTEN APPROVAL BY THE STRUCTURAL
ENGINEER),
SIMPSON ST STRAP TIE SIMPSON LTP5 EA FACE
DOUBLE TOP PLATE BEAM � 7- DOUBLE TOP PLATE
(2) 16d
IMPSON A35 CLIP
I SIMPSON ST STRAP TIE
' DOUBLE 2 X STUDS, MINIMUM DOUBLE 2 X STUDS, MINIMUM DOUBLE STUD
CA BEAM PERPENDICULAR B BEAM PARALLEL C BEAM ON TOP PLATE
BEAM TO FRAMING
!91
WOOD HEADER
NOTESi
1. WOOD STUD WALL
2. WOOD HEADER PER
PLAN
3. (2) 16d TOENAILS
EACH SIDE, EACH END
4. (2) 16d AS SHOWN
5. RUN VERTICAL STUDS
UP PAST HEADER AS
SHOWN -
USE DOUBLE KING
STUDS FOR OPENINGS
GREATER THAN 5' -0'
6. (2) 16d @ 12' O.C.
7. 16d @ 12' O,C.
STAGGERED BOTH SIDES
8. DOUBLE STUDS UNDER
HEADER BEARINGS FOR
OPENING WIDTHS
GREATER THAN 5' -0'
FLOOR TO FLOOR STRAP CONNECTION
ROOF TRUSS
PER PLAN
DIAPH. EDGE
NAILING
2x CONT. BLOCKING w/ RBC ® 24" o.c.
FOR SLOPED BLOCKING. USE A35 0 24" o.c.
FOR FLAT BLOCKING.
EDGE NAILING
NOTE
VENTILATION MAY BE REQUIRED
AT BLOCKING VERIFY METHOD w/
ENGINEER PRIOR TO CONSTRUCTION.
TRUSS /SHEARWALL CONN
NOTES,
L DOUBLE EDGE
NAILING
2. FLOOR SHEATHING
3. JOIST PER PLAN
4. JOIST HANGER
PER PLAN
5. WOOD BEAM PER
PLAN
JOIST AT FLUSH WOOD BEAM
NOT Td
SCALE
NOTES:
1. TOP PLATE SPLICE OVER
STUD ONLY.
2. DOUBLE TOP PLATE
3. WOOD STUDS
TYPICAL SPLICE OF TOP PLATE
NOTES,
1. 16 d @ 6' O.C,
2. EDGE NAILING
3. 2x BLOCKING
4. FLOOR SHEATHING
5. JOISTS PER PLAN
6. SHEARWALL BELOW -
SHEATH AND NAIL PER
SHEARWALL SCHEDULE
JOIST AT WOOD STUD WALL
NOT TCI � " / T❑
SCALE �-•� SCA �../ SCALE
GABLE
(1)
HOLDOWN SCHEDULE
MODEL
ANCHOR
BOLT
THRU BOLTS
OR NAILS
EMBEDMENT
LENGTH
MIN. EDGE
DISTANCE
STHD8
STRAP
(24) 16d
8'
1 1/2'
STHDBRJ
STRAP
1 (24) 16d
8'
1 1/2'
STHD10
STRAP
(28) 16d
10'
1 1/2'
STHD10RJ
S RAP
(28) 16d
10'
1 1/2'
STHD14
STRAP
(38) 16d
14'
1 1/2'
STHD14RJ
STRAP
<38) 16d
14'
1 1/2'
HDU2
5/8' DIA
I<6> SDS SCREWS
11'
1 3/4'
HDU4
5/8' DIA
(10) SDS SCREWS
ill
1 3/4'
HDU5
5/8' DIA
(14) SDS SCREW
16'
1 3/4'
HDU8
7/$' DIA
(20) SDS SCREW
16'
1 3/4'
HD14A
i' DIA
(4) V DIA
21'
1 3/4'
HD20A
1' DIA
1 (4) V DIA
21'
1 3/4'
PHD5 -SDS3
5/8: DIA
(14) SD 1/4x3
Ii'
PHD6 -SDS3
7/8' DIA
(18) SDS1 /4x3
14'
PHD8 -SDS3
7/8' DIA
(24) SDSi /4x3
16'
MST37
STRAP
(42) 16d In
DBL. STUD
CENTER or
RIM JOIST
MST48
STRAP
(46) 16d In
DBL. STUD
CENTER or
RIM JOIST
MST60
13/41
STRAP
<56) 16d
CENTER o
RIM JOIST
T2 -84 -6 x
A449
(8) 1/2' DIA
14'
3
X MFD BY Z❑NE FOUR - USE 1/4x3x3 PLATE WITH DOUBLE NUT
AT BOTTOM OF ;ANCHOR BOLT,
H❑LDOWN N ❑TESj
L ALL THREAD BOLTS SHALL CONFORM TO ASTM A307.
2. MIN. CONCRETE COMPRESSIVE STRENGTH f'c= 2,500 psi.
3. HD14A, HD20A & HD15 REQUIRE A 6x MIN. POST SIZE, U.N.O.
4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE
EXPOSED TO SOIL OR WEATHER, FOR CONCRETE CAST AGAINST
SOIL PROVIDE 3,' CLEAR TO ANCHOR BOLT.
5. NAILS TO HOLD13WN POSTS SHALL BE 10d COMMON. (16d SINKERS
MAY BE USED WITH PRIOR WRITTEN APPROVAL BY THE STRUCTURAL
ENGINEER),
SIMPSON ST STRAP TIE SIMPSON LTP5 EA FACE
DOUBLE TOP PLATE BEAM � 7- DOUBLE TOP PLATE
(2) 16d
IMPSON A35 CLIP
I SIMPSON ST STRAP TIE
' DOUBLE 2 X STUDS, MINIMUM DOUBLE 2 X STUDS, MINIMUM DOUBLE STUD
CA BEAM PERPENDICULAR B BEAM PARALLEL C BEAM ON TOP PLATE
BEAM TO FRAMING
!91
WOOD HEADER
NOTESi
1. WOOD STUD WALL
2. WOOD HEADER PER
PLAN
3. (2) 16d TOENAILS
EACH SIDE, EACH END
4. (2) 16d AS SHOWN
5. RUN VERTICAL STUDS
UP PAST HEADER AS
SHOWN -
USE DOUBLE KING
STUDS FOR OPENINGS
GREATER THAN 5' -0'
6. (2) 16d @ 12' O.C.
7. 16d @ 12' O,C.
STAGGERED BOTH SIDES
8. DOUBLE STUDS UNDER
HEADER BEARINGS FOR
OPENING WIDTHS
GREATER THAN 5' -0'
FLOOR TO FLOOR STRAP CONNECTION
ROOF TRUSS
PER PLAN
DIAPH. EDGE
NAILING
2x CONT. BLOCKING w/ RBC ® 24" o.c.
FOR SLOPED BLOCKING. USE A35 0 24" o.c.
FOR FLAT BLOCKING.
EDGE NAILING
NOTE
VENTILATION MAY BE REQUIRED
AT BLOCKING VERIFY METHOD w/
ENGINEER PRIOR TO CONSTRUCTION.
TRUSS /SHEARWALL CONN
NOTES,
L DOUBLE EDGE
NAILING
2. FLOOR SHEATHING
3. JOIST PER PLAN
4. JOIST HANGER
PER PLAN
5. WOOD BEAM PER
PLAN
JOIST AT FLUSH WOOD BEAM
NOT Td
SCALE
NOTES:
1. TOP PLATE SPLICE OVER
STUD ONLY.
2. DOUBLE TOP PLATE
3. WOOD STUDS
TYPICAL SPLICE OF TOP PLATE
NOTES,
1. 16 d @ 6' O.C,
2. EDGE NAILING
3. 2x BLOCKING
4. FLOOR SHEATHING
5. JOISTS PER PLAN
6. SHEARWALL BELOW -
SHEATH AND NAIL PER
SHEARWALL SCHEDULE
JOIST AT WOOD STUD WALL
NOT TCI � " / T❑
SCALE �-•� SCA �../ SCALE
GABLE
(1)
(2)
NOTES,
EDGE NAILING
1.
kn
2.
CONTINUOUS FASCIA WITH (2)
M
00
10d NAILS INTO EACH
OUTRIGGER @ 24' Q.C.
(3)
3.
2x4 OUTRIGGER @ 24' O.0
4.
(2) 10d NAILS PER TRUSS
(4)
5.
SIMPSON A35 CLIP AT EACH
(5)
OUTRIGGER
�.
6.
GABLE END TRUSS -
(6)
SHEATHING AND NAILING PER
SHEARWALL SCHEDULE
(��
7.
16d @ 6' U.C. BOTTOM
(1)
TRUSS CHORD TO 2x6 BLOCK
�tdl
8.
2x4 BRACE @ 48' O.C. WITH
o
a
SIMPSON A35 CLIP EACH END
9.
2x6 FULL LENGTH, w/ 16d @
6'O.0
TO TOP PLATE
TRUSS
NOT TO
SCALE
,
rcz 1.
NOTES,
1. BASE PLATE NAILING PER
SHEARWALL SCHEDULE
2. FLOOR SHEATHING
3. FLOOR JOISTS PER PLAN
4. 2x CONTINUOUS RIM WITH
(2> 10d PER J ❑IST
5. SHEATHING AND NAILING
PER SHEARWALL
SCHEDULE
6.16d @6. O.C.
7. SHEAR PANEL EDGE
NAILING
R TO FLOOR WALL CONNECTION
NOT TO
SCALE
Q tA
A
z z
A A W tAr.�
a
A A U �¢
O
OZH
rn A
5
G>44
A
zz
O
L-
N � �
o
I�
V
�
' j
o
d-
kn
u
M
00
3
�.
0
cq
cl
0
�tdl
o
a
N � �
o
I�
V
�
u
M
00
3
�.
0
cq
0
O
o
a
v
M
�
�
vQi
M
p°q
�
a
�
�
O
W
I�
M
J
SCALE: AS SHOWN
DATE: May 2017
DRAWING NUMBER
9871 -17
SHEET S3