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1,309 SF OF ROOF AREA THAT NEEDS VENTING 1,309 SF (1/300) = 4.26 SF VENGING REQUIRED = 628 SQ INCH VENTING REQUIRED MAX 50% OF VENTING FROM UPPER 1/2 OF ROOFUNINSULATED ROOF AREA NO VENTING REQUIRED
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64' OF SOFFIT VENT = 339 SQ IN VENTING5 ROOF JACKS (55 SQ IN VENTING PER ROOF JACK = 275 SQ INCH VENTING UPPER 1/2 OF ROOF
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PROJECT SHEET NO.JENNIFER WEDDERMANN, AIA, LEED AP 2302 A STREET TACOMA, WA 98405 (253)-973-6611 JENNIFER@WEDDERMANN.COM REVISIONS INFO SHEET NAMEStart Date:Project Number:Plot Date:File Name:12/3/2021 1:06:37 PM A2.05ROOF PLANJEFFERSON COUNTY LIBRARY 620 Cedar Ave, Port Hadlock, WA 98339 01/01/20BOOKMOBILE GARAGE ADDITION 1935 JCF PERMIT SET
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DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S00.dwg
S0.3
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TYPICAL
NTS
1
48x BAR DIA (15" MIN)
TYP ALL CORNER
BARS
48x BAR DIA (15" MIN)
TYP SPLICE UNO
NOTES:
1. VERTICAL REINFORCEMENT SHOWN IS ADDITIONAL
IF NORMAL REINFORCEMENT IS NOT IN PROPER
LOCATION.
2. CORNER BARS ARE SAME SIZE AND SPACING AS
HORIZONTAL REINFORCEMENT.
3.90-DEG HOOKS MAY BE SUBSTITUTED FOR
CORNER BARS. SEE NOTE #5.
4. REINFORCEMENT AT ALL WALL CORNERS, ENDS,
AND INTERSECTIONS SHALL BE FABRICATED AND
PLACED IN ACCORDANCE WITH APPROPRIATE
DETAIL SHOWN.
5.USE ACI MINIMUM 90-DEG HOOK FOR EMBEDMENT
LESS THAN 48x BAR DIAMETERS PAST FACE OF
WALL.
6.WALL DETAILS SHOWN, FOOTING DETAILS SIMILAR.
PLAN VIEW - TYPICAL
REINFORCEMENT PLACING DETAIL
48x BAR DIA (15" MIN)
TYP ALL CORNER
BARS
PLACE
ALTER-
NATING
CORNER
BARS AS
SHOWN
LAP 24x BAR DIA
W/ HORIZ REINF
AC
I
M
I
N
C
L
R
+
1 2 "
M
A
X
MIN 180-DEG HOOK -
LAP 48x BAR DIA HORIZ
REINF1 1
2" CLR
TYPICAL
NTS
3
TYPICAL CONTROL JOINT TYPICAL CONSTRUCTION JOINT
1/8" SAWCUT x 1/5 SLAB THICKNESS
(1 1/4" MIN) - SAWCUT MUST BE MADE
WITHIN 4 TO 12 HOURS AFTER CONC
HARDENS - BLADES SHALL NOT BE
BLUNT AS TO CAUSE CHIPPING OF
CONC - PROVIDE JNT SEALANT PER
SPECIFICATIONS - INSTALL PER MFR
RECOMMENDATIONS
STOP REINF AT
SLAB JNT
TOOLED JNT R=1/8"
SLAB REINF ACROSS JNT 3/4 " DIA x 1'-2" GREASED
SMOOTH DOWEL AT 12" OC
AT CL SLAB
1
4
DEPTH PER
ARCH MAX 5"
FIRM UNDISTURBED
SOIL
#4 NOSING BAR
TYPICAL AT STEPS IN
CONC SLAB ON GRADE
TYPICAL
NTS
2
TYPICAL
NTS
4
2'-0"
TYP
PROVIDE REINF AROUND OPENINGS TO
REPLACE NORMAL REINF INTERRUPTED BY
OPNG - USE AN AMOUNT ON EA EDGE EQ TO 1/2
THE AMOUNT OF INTERRUPTED NORMAL REINF
IN THE DIRECTION PARALLEL TO THAT EDGE -
MIN
(1) #5 x 4'-0" EA CORNER TYP
ADDL #3 x 4'-0" ALL SIDES OF
OPNG
SPREAD REINF TO CLEAR
OPNG - CUT WWF AS REQ'D
2'-
0
"
TY
P
2'-0
"
TY
P
TYPICAL REINFORCING AT OPENINGS
LESS THAN 12" IN CONC WALL OR SLAB
TYPICAL REINFORCING AT OPENINGS
GREATER THAN 12" IN CONC WALL OR SLAB
NOTE:
AT WALL OR SLAB 6" THICK OR
LESS, PLACE REINFORCING AT
CL - AT WALL OR SLAB
GREATER THAN 6" THICK,
PROVIDE REINFORCING SHOWN
EACH FACE
1
2
NO EXCAVATION FOR PIPE
OR DUCTS PARALLEL TO FTG
BELOW THIS LINE STEP FTG
AS REQ'D
PIPE PARALLEL TO
WALL
PIPE SLEEVEEXCAVATION
6"
MI
N
6"
MI
N
6"
MI
N
NO
P
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T
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U
WA
L
L
A
T
T
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LO
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T
I
O
N
TYPICAL DETAIL OF PIPE AT CONCRETE FOOTING
COMPACTED STRUCTURAL
FILL OR LEAN CONC AT GC
OPTION
TYPICAL
NTS
5
CONSTRUCTION
JOINTPIPE SLEEVE
REINFORCING SAME
SIZE AND SPACING AS
LONGIT FTG REINF - LAP
2'-0" MIN W/ LONGIT FTG
REINF
FIRM UNDISTURBED
SOIL
MIN DIMENSION
SAME AS FTG
THICKNESS
1
2 SEE FDN DETAILS FOR DOWELS
WHEN REQ'D
STEM WALL PER PLAN
TYP LONGIT FTG REINF
2'
-
0
"
M
A
X
4'-0" MIN
TYPICAL STEPPED FOOTING
TYPICAL
NTS
6 SECTION
1" = 1'-0"
7
TYP SLAB AND REINF
PER PLAN
ADDL #4 x 4'-0" DIAGONAL BAR
AT REENTRANT CORNER
TYPICAL SLAB REENTRANT CORNER
PR
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DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S00.dwg
S0.4
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S
SEE PLAN FOR SHEAR WALL
SCHED & AB SIZE AND SPACING
LAMINATE PL W/ 16d SINKER AT 12" OC
AND LAP ALL 4'-0" OC AND NAIL(2)
ROWS OF 16d SINKER AT 12" OC
LOCATE HEADERS AT TOP OF OPENINGS
UNLESS OTHERWISE INDICATED BY
ENGINEER OR ARCH
(3) STUD BU COL
TYP UNO W/ (1) FULL
HT STUD TO WALL PL
SEE PLAN FOR SIZE
OF STUDS REQ'D -
LAM W/ 16d SINKER
AT 8" OC TYP
SIMP A35 AT EA BU COL
WHERE OPNG WIDTH
EXCEEDS 8'-0"TRTD PL TO
MATCH
STUD
WIDTH
(2) 16d
SINKER
TOENAILS AT
CENTER FULL
HT STUDS
(2) 16d SINKER TYP
(2) 16d SINKER
TOENAILS TYP
(1) HORIZ FULL
WIDTH STUDS
TO MATCH WALL
STUDS AT BOT
OF OPNGS 3'-0"
WIDE OR LESS
(2) 16d SINKER INTO EA
STUD AT TOP AND BOT
PL (4) INTO SOLID COL
NO HORIZ PANEL
JOINTS FOR LENGTH
OF STRAP
2 x 6 BLKG FULL
LENGTH OF STRAP
HDR CONN TO FACE
OF COL (3) 16d
SINKER (TYP)
BU COL OR SOLID
COLUMN PER FDN
PLAN
DBL 2x AT SILL OF
WINDOWS OVER
3'-0" WIDE
SIMPSON MST48
AT PL BREAKS
AND SPLICES
2x STUDS - SEE PLANS FOR
SIZE AND SPACING
HOLD DOWN WHERE REQ'D SEE
PLANS FOR SIZE - FOR TYP
INSTALLATION SEE
EQ EQ
(3) 16d SINKER TYP
3
S0.5
TYPICAL WOOD BEARING WALL ELEVATION
TYPICAL
NTS
1
CL SPLICE AND STRAP
STUD WALL
PER PLAN
(2) ROWS 16d
SINKERS AT
12" OC
(2) 2x TOP PL - SEE PLAN FOR
WALL WIDTH - WALL SLOPED
AT FULL HT GABLE WALLS
TOP PLATE SPLICE SCHEDULE
GRID LINE LAP LENGTH STRAP
TYPICAL 4'-0" MINIMUM NONE
TYPICAL DOUBLE TOP PLATE SPLICE
TYPICAL
NTS
2
LAP
LAP
6" T
Y
P
TYPICAL
NTS
3
SIMPSON HDU
HOLDOWN SEE
PLAN
HOLDOWN SCHEDULE
HOLDOWN FOUNDATION ANCHOR de F FASTENERS MINIMUM WOOD MEMBER
THICKNESS
ALLOWABLE TENSION
LOAD
SIMP HDU2 SIMP PAB5 6"9"(6) SIMP SDS 1/4" x 2 1/2"3"3075#
SIMP HDU4 SIMP PAB5 6"9"(10) SIMP SDS 1/4" x 2 1/2"3"4565#
SIMP HDU5 SIMP PAB5 6"9"(14) SIMP SDS 1/4" x 2 1/2"3"5645#
WSHD SIMP WSWH-AB1 x REQ'D 11"15 1/2"16000#
HOLDOWN SCHEDULE NOTES:
1.ALLOWABLE LOADS ARE VALID FOR HOLDOWNS FLUSH OR RAISED OFF SILL PLATE.
2.TABULATED LOADS MAY BE DOUBLED WHEN THE HDU IS INSTALLED ON OPPOSITE SIDES
OF THE WOOD MEMBER PROVIDED EITHER THE POST IS LARGE ENOUGH TO PREVENT
OPPOSING HOLDOWN SCREW INTERFERENCE, OR THE HOLDOWNS ARE OFFSET TO
ELIMINATE SCREW INTERFERENCE.
3.SIMPSON PAB8 SHALL USE A HEAVY HEX ANCHOR NUT.
de
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N
F MIN
WIDEN CONC FTG TO
2 x F AT HOLDOWN FOR
A LENGTH OF 2 x F MIN
F MIN
SIMPSON PAB
ANCHOR PER
SCHED
CONC STEM WALL
REINF NOT SHOWN
FOR CLARITY
BU STUD COL PER PLAN AND
SCHED - PROVIDE SW EDGE
NAILING TO EA STUD
SIMPSON SDS SCREWS PER SCHED
SLAB ON GRADE
CONT FTG BEYOND PER PLAN
AND DETAILS
F MIN
WIDEN CONC FTG TO
2 x F AT HOLDOWN FOR
A LENGTH OF 2 x F MIN
F MIN
EDGE OF ROUGH OPNG
WALL STUDS PER PLAN
TYPICAL HOLDOWN REQUIREMENTS
AB ANCHOR BOLT
ABV ABOVE
ADDL ADDITIONAL
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ARCH ARCHITECTURAL, ARCHITECT
ASD ALLOWABLE STRESS DESIGN
BEL BELOW
BLKG BLOCKING
BM BEAM
BNDY BOUNDARY
BOT BOTTOM
BRG BEARING
BS BOTH SIDES
BTWN BETWEEN
BU BUILT UP
CIP CAST IN PLACE
CJ CONSTRUCTION/CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECT, CONNECTION
CONT CONTINUOUS
COORD COORDINATE
CSK COUNTERSINK
CTR CENTER
CVR COVER
DEG DEGREE
DIA DIAMETER
DBL DOUBLE
EA EACH
EF EACH FACE
ELEV ELEVATION, ELEVATOR
EMB EMBEDMENT
ENGR ENGINEER
EQ EQUAL/EQUIVALENT
EQUIV EQUIVALENT
ES EACH SIDE
EW EACH WAY
(E)EXISTING
EXP EXPANSION
EXT EXTERIOR
FDN FOUNDATION
FF FINISH FLOOR
FFE FINISH FLOOR ELEVATION
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STUD
FS FAR SIDE
FTG FOOTING
GA GAGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GL GLUE LAMINATED
GWB GYPSUM WALL BOARD
HGR HANGER
HORIZ HORIZONTAL
HSS HOLLOW STEEL SECTION
HT HEIGHT
I.F.INSIDE FACE
INT INTERIOR
JNT JOINT
JST JOIST
K, KIPS KIPS=1000 LBS
L ANGLE
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOC LOCATION
LONGIT LONGITUDINAL
MAX MAXIMUM
MB MACHINE BOLT
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MIW MALLEABLE IRON WASHER
NS NEAR SIDE
NTS NOT TO SCALE
NWT NORMAL WEIGHT
O/OVER
OC ON CENTER
O.F.OUTSIDE FACE
OPP OPPOSITE HAND
OPNG OPENING
OSB ORIENTED STRAND BOARD
PC PRE-CAST
PDF POWER DRIVEN FASTENERS, PAF
PAF POWER ACTUATED FASTENERS, PDF
PERP PERPENDICULAR
PL PLATE
PLF POUNDS PER LINEAR FOOT
PNL PANEL
PRE-ENGR PRE-ENGINEERED
PROV PROVIDE
PT POST TENSIONED
PW PLYWOOD
REF REFERENCE
REINF REINFORCE, REINFORCEMENT
REQ'D REQUIRED
RF ROOF
SCHED SCHEDULE
SFRS SEISMIC FORCE RESISTING SYSTEM
SHTG SHEATHING
SIM SIMILAR
SIMP SIMPSON STRONG-TIE
SOG SLAB ON GRADE
SPCG SPACING
SQ SQUARE
STD STANDARD
STIFF STIFFENER
SW SHEARWALL
T&G TONGUE AND GROOVE
THK THICK
THRD THREADED
T.O.TOP OF
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOPL TOP OF PLATE
TOS TOP OF STEEL
T.O.W.TOP OF WALL
TRANSV TRANSVERSE
TRTD TREATED
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VFY VERIFY
VERT VERTICAL
W/WITH
W/O WITHOUT
WF WIDE FLANGE
WHS WELDED HEADED STUD
WP WORK POINT
WTS WELDED THREADED STUD
WWF WELDED WIRE FABRIC
KEY TO ABBREVIATIONS
PR
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SHEET NO.
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S0.5
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APA RATED SHEATHING SHEARWALL NOTES:
1.NAILS SHALL BE COMMON FROM AN AMERICAN OR CANADIAN MFR ONLY. MINIMUM NAIL PENETRATION INTO WOOD FRAMING SHALL BE 1 1/2" FOR 10d NAILS. UNLESS NOTED OTHERWISE, NAIL DIAMETERS AND LENGTHS SHALL
BE AS NOTED IN THE CARPENTRY HARDWARE SECTION OF THE STRUCTURAL NOTES. GALVANIZED NAILS SHALL BE HOT DIPPED OR TUMBLED.
2.APA RATED SHEATHING MATERIAL MAY BE EITHER PLYWOOD OR ORIENTED STRAND BOARD CONFORMING TO DOC PS 1 OR PS 2. SHEATHING MAY BE ORIENTED EITHER HORIZONTALLY OR VERTICALLY.
3.SHEATHING PANELS SHALL NOT BE LESS THAN 4' x 8' EXCEPT AT SHEARWALL BOUNDARIES AND CHANGES IN FRAMING. ALL PANELS EDGES SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING.
4.ALL INTERIOR SHEAR WALLS HAVE BEEN DESIGNATED. ALL EXTERIOR WALLS WITHOUT DESIGNATION SHALL BE TYPE W6. WHERE THE SHEARWALL HAS BEEN DESIGNATED ON THE PLANS TO EXTEND ALONG LENGTHS OF
WALLS WITH PENETRATIONS, SHEATHING AND NAILING OF THAT TYPE SHALL BE REQUIRED ABOVE AND BELOW WALL OPENINGS. OTHERWISE, SHEATHING AND NAILING ABOVE AND BELOW OPENINGS MAY BE TYPE W6.
5.UNLESS NOTED OTHERWISE, THE SHEARWALL DESIGNATION APPLIES TO FULL EXTENT OF WALL BETWEEN CORNERS OF WALLS.
6.SHEARWALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS.
7.WHEN SHEATHING IS REQUIRED ON ONE SIDE ONLY, PLACE ON THE SIDE OF THE SYMBOL. WHERE THE SHEATHING IS NOTED ON TWO SIDES OF THE WALL, STAGGER VERTICAL PANEL JOINTS SUCH THAT JOINTS ON OPPOSITE
SIDES OF THE WALL DO NOT FALL ON THE SAME FRAMING MEMBER.
8.NAIL SPACING INDICATED ON SCHEDULE APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. NAIL SPACINGS OF 3" ON CENTER OR LESS AT ADJOINING PANEL EDGES SHALL BE STAGGERED. NAILS SHALL BE
LOCATED AT LEAST 3/8" FROM PANEL EDGES.
9.PROVIDE SHEATHING EDGE NAILING TO ALL COLUMNS WITH HOLDOWNS AND STUDS ATTACHED TO STEEL TUBE COLUMNS.
10.HOT DIPPED GALVANIZED FASTENERS SHALL BE USED TO ATTACH TO ALL TREATED WOOD MEMBERS. ELECTROPLATED FASTENERS ARE NOT ACCEPTABLE.
11.SPACING OF WALL STUDS SHALL BE AS NOTED ON THE PLANS. SPACING OF STUDS SHALL NOT EXCEED 24" OC.
12.WHERE NOTED, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL. TWO 2" NOMINAL FRAMING MEMBERS SHALL BE PERMITTED TO BE USED IN LIEU OF A SINGLE 3"
NOMINAL MEMBER PROVIDED THE 2" NOMINAL MEMBERS ARE NAILED TOGETHER PER "LAMINATED STUDS AT VERTICAL PANEL JOINT" IN THE SCHEDULE ABOVE.
13.ANCHOR BOLTS SHALL NOT BE SPACED GREATER THAN 48" OC, AND SHALL HAVE 7" MIN. EMBED. EXPANSION BOLTS SHALL HAVE 5" MIN EMBED. SEE DETAILS FOR TYPE OF CONNECTION REQUIRED. PROVIDE A MINIMUM OF
(2) ANCHOR BOLTS PER PIECE, WITH ONE ANCHOR LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH END OF EACH PIECE. AT NON-SHEAR WALLS, PROVIDE SPECIFIED ANCHOR BOLTS AT 48" OC MAX, UNLESS
NOTED OTHERWISE.
14.FOUNDATION ANCHOR BOLTS SHALL HAVE A STEEL PLATE WASHER AT EA ANCHOR BOLT NO LESS THAN 0.229" x 3" x 3" IN SIZE. THE HOLE IN THE PLATE WASHER SHALL BE PERMITTED TO BE DIAGONALLY SLOTTED WITH A
WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1 3/4", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER
SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE FOUNDATION SILL PLATE. SLOTTED PLATE WASHERS SHALL BE A MINIMUM 3" x 4" FOR 2x6 WALLS, AND 3" x 6" FOR 2x8 WALLS.
15.STANDARD CUT WASHERS MAY BE SUBSTITUTED IN LIEU OF PLATE WASHERS FOR ALL TYPE W6 WALLS LONGER THAN 10 FEET.
CONDITION AT 2x6 AND
LARGER WALLS
LOCATE EDGE
OF PL WASHER
WITHIN 1/2" OF
SW SHTG
TYPICAL
CONDITION
STUD WALL
PER PLAN
AB PER SW
SCHED - LOCATE
AT CL WALL W/
STD CUT WASHER
IN ADDITION TO
PL WASHER
PL WASHER PER
SW SCHED AT
EA AB - MIN
0.229" x 3" x 3"
ANCHOR BOLT
DIA PLUS 3/16"
MAX
1 3/4" MAX
SLOTTED HOLE SIZE SHOWN
IS PERMITTED PROVIDED
STD CUT WASHER IS ADDED
ABV SLOTTED HOLE
SHTG PER SW
SCHED
CL WALL
AND AB
STANDARD (MINIMUM)
PLATE WASHER
3"
3"
SHEARWALL SCHEDULE
MARK SHEATHING
NAILING STUD SIZE AT
ADJOINING
PANEL EDGES
BLOCKING
SIZE
FOUNDATION SILL
PL ATTACHMENT
2x BOTTOM PLATE
ATTACHMENT TO
WOOD BELOW
LAMINATED STUDS AT
VERTICAL PANEL JOINT
ASD ALLOWABLE
UNIT SHEAR -
SEISMIC
ASD ALLOWABLE
UNIT SHEAR -
WINDSIZESPACING
15/32" APA RATED
SHEATHING
10d COMMON
(0.148" DIA x 2 1/4" MIN)
6" OC EDGES
12" OC FIELD 2x 2x FLAT OR
2x 3/4" DIA AT 48" OC 16d SINKERS AT 6" OC
STAGGERED
16d SINKERS AT 6" OC
STAGGERED 310 PLF 435 PLF
15/32" APA RATED
SHEATHING
10d COMMON
(0.148" DIA x 2 1/4" MIN)
4" OC EDGES
12" OC FIELD 3x (12)2x FLAT OR
3x (12)3/4" DIA AT 48" OC (2) ROWS 16d SINKERS
AT 8" OC STAGGERED
(2) ROWS 16d SINKERS
AT 8" OC STAGGERED 460 PLF 645 PLF
15/32" APA RATED
SHEATHING
10d COMMON
(0.148" DIA x 2 1/4" MIN)
3" OC EDGES
12" OC FIELD 3x (12)2x FLAT OR
3x (12)3/4" DIA AT 32" OC (2) ROWS 16d SINKERS
AT 6" OC STAGGERED
(2) ROWS 16d SINKERS
AT 6" OC STAGGERED 600 PLF 840 PLF
15/32" APA RATED
SHEATHING
10d COMMON
(0.148" DIA x 2 1/4" MIN)
2" OC EDGES
12" OC FIELD 3x (12)2x FLAT OR
3x (12)3/4" DIA AT 16" OC (3) ROWS 16d SINKERS
AT 8" OC STAGGERED
(3) ROWS 16d SINKERS
AT 8" OC STAGGERED 770 PLF 1078 PLF
SIMPSON WSWH
18 x REQ'D
W
6
W
4
W
3
W
2
3"
MIN
LOCATE EDGE
OF PL WASHER
WITHIN 1/2" OF
SW SHTG
ENLARGE
STANDARD PL
WASHER AS
REQ'D
CL WALL
AND AB
FOOTING SCHEDULE
MARK SIZE REINFORCING REMARKS
F4x4 4'-0" x 4'-0" x 3'-0"(4) #5 EACH WAY AT BOTTOM OF FOOTING
F5x3 5'-0" x 3'-0" x 1'-6"(7) #5 TRANSV (4) #5 LONGIT AT BOTTOM OF FOOTING
FOOTINGS SCHEDULE NOTES:
1.TOP OF FOOTING ELEVATION = -1'-0" UNLESS NOTED OTHERWISE ON PLAN.
2.FOOTING DESIGN BASED ON 1500 PSF ALLOWABLE SOIL BEARING PRESSURE.
3.EQUALLY SPACE REINFORCING IN EACH DIRECTION.
4.PROVIDE 3" CLEAR TO REINFORCING AT BOTTOM OF FOOTING.
5.AT HOLDOWN LOCATIONS THICKEN AND WIDEN TYPICAL CONTINUOUS OR THICKENED
SLAB FOOTING AS NOTED IN THE HOLDOWN SCHEDULE 3 / S0.5.
W
S
PR
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J
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C
T
SHEET NO.
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DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S00.dwg
S0.6
SC
H
E
D
U
L
E
S
FOUNDATION NOTES:
1.SEE SHEET S0.1 AND S0.2 FOR STRUCTURAL NOTES. SEE SHEET S0.4 AND S0.5 FOR
TYPICAL DETAILS. SEE SHEET S0.3 FOR TESTING AND INSPECTION NOTES.
2.SEE GEOTECHNICAL ENGINEERING REPORT FOR ALL FOUNDATION AND SLAB SUPPORT
REQUIREMENTS. THIS INCLUDES ALL EXCAVATION, FILL AND FILL PLACEMENT
REQUIREMENTS.
3.SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR DRAINS, SLOPES, AND OTHER FLOOR
DEPRESSIONS NOT SHOWN.
4.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND WALLS NOT
SHOWN.
5.VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL DRAWINGS.
6.LOCATIONS OF COLUMNS LOCATED IN WALLS ARE SHOWN SCHEMATICALLY ON
STRUCTURAL DRAWINGS. THE CONTRACTOR IS TO COORDINATE LOCATION OF COLUMNS
WITH ARCHITECTURAL DRAWINGS.
7.COLUMNS NOT SPECIFICALLY LOCATED BY DIMENSIONS SHALL BE LOCATED ADJACENT
TO OPENINGS AS DIMENSIONED BY THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS
FOR DETAILS AT ALL WINDOW AND DOOR JAMBS.
8.SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE, SPACING, AND CALLOUTS AT
NON-STRUCTURAL WALLS.
9.FOR TYPICAL CONNECTION OF NON-LOAD BEARING WALLS TO SLAB, USE POWDER
ACTUATED FASTENERS AT 16" OC.
10.SEE THE SHEARWALL SCHEDULE FOR SHEATHING, NAILING AND ANCHOR BOLT
REQUIREMENTS AT ALL WALLS INDICATED AS SHEARWALLS. EXTENT OF THE SHEARWALL
REQUIREMENTS INCLUDE THE TOTAL LENGTH OF THE WALL INCLUDING ABOVE AND
BELOW WINDOWS AND DOORS UNLESS NOTED OTHERWISE.
11.ALL LOAD BEARING WALL STUDS SHALL BE COVERED WITH A MIN OF 1/2" SHEATHING
(EITHER GWB, OR WOOD SHEATHING AS APPLICABLE) ONE SIDE OF STUDS. SEE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL COVERING REQUIREMENTS. SEE
SHEARWALL SCHEDULE FOR SHEATHING. ATTACHMENT AT SHEARWALLS.
12.ALL 2X STUDS SHALL BE CONTINUOUS BETWEEN DETAIL CUTS. POSITION BUILT-UP STUDS
TO ALIGN WITH THE JOISTS OR TRUSSES ABOVE.
13.COLUMNS INDICATED EACH SIDE OF WALL OPENINGS ARE (2) 2X STUD BUILT-UP COLUMNS
FOR OPENINGS 3'-6" OR LESS AND (3) 2X BUILT-UP COLUMNS FOR OPENINGS 6'-0" OR LESS
AND AT HOLDOWN LOCATIONS UNLESS NOTED OTHERWISE.
ROOF FRAMING NOTES:
1.SEE SHEET S0.1 AND S0.2 FOR STRUCTURAL NOTES. SEE SHEET S0.4 AND S0.5 FOR
TYPICAL DETAILS. SEE SHEET S0.3 FOR TESTING AND INSPECTION NOTES.
2.ALL BEAMS SHALL HAVE 0" CAMBER UNLESS NOTED OTHERWISE.
3.VERIFY ALL TOP OF BEAM AND TOP OF WALL ELEVATIONS WITH ARCHITECTURAL
DRAWINGS.
4.VERIFY ALL DOOR AND WINDOW WIDTHS AND HEIGHTS WITH ARCHITECTURAL
DRAWINGS.
5.VERIFY SIZE AND LOCATION OF ALL MECHANICAL PENETRATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS.
6.BOTTOM CHORD ELEVATIONS MAY VARY. SEE ARCHITECTURAL DRAWINGS.
7.ALL SAWN HEADERS SHOWN SHALL BE DF No.2 UNLESS NOTED OTHERWISE.
8.ALIGN WOOD JOISTS OR TRUSSES WITH STUDS BELOW WHERE SPACINGS ARE EQUAL.
9.ATTACH NON STRUCTURAL WALLS TO ROOF PER DETAIL 4 / S3.2.
10.UNLESS NOTED OTHERWISE, SHEATHING SHALL BE UNBLOCKED AND ORIENTED WITH
LONG EDGE OF PANEL (OR FACE GRAIN IF PLYWOOD IS USED) PERPENDICULAR TO
SUPPORTS. PANELS SHALL BE STAGGERED WITH OFFSET JOINTS OCCURRING OVER
SUPPORTS. MINIMUM SHEATHING DIMENSION PERPENDICULAR TO SUPPORTS SHALL BE
24" UNLESS EDGES OF PANEL ARE BLOCKED.
11.FOR SPECIAL NOTES REGARDING PRE-ENGINEERED METAL-PLATE-CONNECTION WOOD
TRUSS DESIGN, COORDINATION AND FABRICATION, SEE "PRE-ENGINEERED
METAL-PLATE-CONNECTION WOOD TRUSS NOTES."
12.ALL PRE-ENGINEERED WOOD TRUSS SPACINGS SHALL BE 2'-0" OC UNLESS NOTED
OTHERWISE.
LEGEND:
KEYNOTE - REFER TO KEYNOTES ON THIS SHEET.
STEP FOOTING LOCATION - SEE DETAIL 6 / S0.4.
SHEARWALL - REFER TO SHEARWALL SCHEDULE ON
SHEET S0.6.
PERFORATED SHEARWALL - SHEATHING, NAILING AND BLOCKING
SPECIFIED IN THE SHEARWALL SCHEDULE SHALL BE PROVIDED
ABOVE AND BELOW OPENINGS FOR LENGTH INDICATED.
WOOD STUD FRAMED WALL ORIGINATING ON FOUNDATION OR
FLOOR FRAMING PLAN ON WHICH IT IS NOTED.
COLUMN ORIGINATING ON FOUNDATION OR FLOOR FRAMING
PLAN ON WHICH IT IS NOTED.
WALL BELOW FLOOR OR ROOF FRAMING PLAN ON WHICH IT IS
NOTED - SEE PLAN BELOW FOR REQUIREMENTS.
COLUMN BELOW WITH HEADER SUPPORTING FLOOR OR ROOF
FRAMING ON THE LEVEL ON WHICH IT IS NOTED - SEE PLAN
BELOW FOR COLUMN REQUIREMENTS.
INDICATES COLUMN WITH HOLDOWN - PROVIDE SIMPSON
HOLDOWN INDICATED AND SEE DETAIL 3 / S0.5 FOR
REQUIREMENTS.
1
6 x 8
HDU
2
(3)
B
.
U
.
S
S
W
6
W
6
PW
6
P
PRE-ENGINEERED METAL-PLATE-CONNECTED WOOD TRUSS NOTES:
1.SEE SHEET S0.1 AND S0.2 FOR STRUCTURAL NOTES. SEE SHEET S0.4 AND S0.5 FOR
TYPICAL DETAILS. SEE SHEET S0.3 FOR TESTING AND INSPECTION NOTES.
2.THE TRUSS ENGINEER SHALL BE A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
THE PROJECT.
3.THE TRUSS SHOP DRAWINGS SHALL INCLUDE A TRUSS PLACEMENT DIAGRAM AND TRUSS
DESIGN DRAWINGS. THE TRUSS PLACEMENT DIAGRAM SHALL SHOW EACH TRUSS,
TEMPORARY AND PERMANENT BRACING REQUIREMENTS INCLUDING PLACEMENT AND
CONNECTION DETAILS, TRUSS TO TRUSS CONNECTION DETAILS AND REQUIRED
HARDWARE, AND OVERFRAMING PLACEMENT AND CONNECTION DETAILS. TRUSS DESIGN
DRAWING SHALL BE SEALED BY THE TRUSS ENGINEER AND SHALL INCLUDE SLOPE,
DEPTH, SPAN AND SPACING; LOCATION OF JOINTS AND SUPPORTS; NUMBER OF PILES;
REQUIRED BEARING WIDTHS; DESIGN LOADS; DESIGN ADJUSTMENT FACTORS;
REACTIONS; CONNECTOR NUMBER, TYPE AND SIZE; SIZE, SPECIES AND GRADE FOR EACH
MEMBER; TRUSS TO TRUSS CONNECTIONS; MAXIMUM DEFLECTIONS FOR LIVE AND TOTAL
LOAD; MAXIMUM AXIAL TENSION AND COMPRESSION FORCES IN EACH MEMBER; AND
REQUIRED PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING AND THE
METHOD AND DETAILS OF RESTRAINT/BRACING. SHOP DRAWINGS MAY CONTAIN THE
MANUFACTURER'S ENGINEERING RESPONSIBILITY LIMITATIONS. HOWEVER, THE SHOP
DRAWINGS SHALL MAKE NO STATEMENT AS TO ENGINEER OF RECORD RESPONSIBILITIES.
4.ALL ROOF TRUSSES SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF THE THE
PRE-ENGINEERED TRUSS ENGINEER.
5.ROOF TRUSSES SHALL BE PROVIDED TO COMPLETE THE ROOF FRAMING FROM THE ROOF
SHEATHING TO THE SUPPORTING STRUCTURE BELOW.
6.WHERE TRUSSES ARE NOT PROVIDED TO COMPLETE THE ROOF SYSTEM, OVERFRAMING
MEMBERS AND THEIR CONNECTIONS SHALL BE PROVIDED. OVERFRAMING DETAILS
SHALL BE INCLUDED IN THE TRUSS DESIGN DRAWINGS. IN ORDER TO PROVIDE LOADING
CONDITIONS CONSISTENT WITH THE MODELING OF THE TRUSSES, THE OVERFRAMING
AND RELATED DETAILS SHALL BE DESIGNED UNDER THE DIRECTION OF THE TRUSS
ENGINEER.
7.TRUSS LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT
OF THE PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS EXCEPT WHERE
SPECIFICALLY INDICATED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
CHECKING THE TRUSS SHOP DRAWINGS FOR MEMBER LAYOUT, CONTRACTIBILITY, AND
QUANTITY TAKEOFFS.
8.ALL TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED BY THE TRUSS ENGINEER AND
SHOWN IN THE TRUSS DESIGN DRAWINGS,
9.THE TRUSS ENGINEER SHALL VERIFY TRUSS BEARING CAPACITY ON DOUG-FIR No.2
PLATES.
10.WHERE TRUSSES ALIGN WITH SHEARWALLS, A SPECIAL TRUSS SHALL BE PROVIDED THAT
HAS BEEN DESIGNED BY THE TRUSS ENGINEER TO TRANSFER THE SPECIFIC WIND OR
SEISMIC LOAD SHOWN ON THE PLANS. THE TRUSS SHALL BE DESIGNED TO TRANSFER
THE LOAD BETWEEN THE ROOF SHEATHING OR DECKING AND THE SHEARWALL BELOW.
THE TRUSS SHALL BE DESIGNED TO TRANSFER A MINIMUM OF 150 PLF ALONG THE
LENGTH OF THE TRUSS. THE SPECIAL TRUSS SHALL BE DESIGNED CONSIDERING THE
ACTUAL SUPPORT CONDITIONS AS SHOWN ON THE PLANS - HORIZONTAL REACTIONS
SHALL BE RESISTED ONLY BY LATERAL FORCE RESISTING ELEMENTS SUCH AS
SHEARWALLS.
11.ALL PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING REQUIRED FOR THE
STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS, IN-PLANE WIND OR SEISMIC
LOADS, AND WIND UPLIFT LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER. WHERE
THE TOP CHORD IS NOT DIRECTLY ATTACHED TO THE ROOF SHEATHING, THE TRUSS
ENGINEER SHALL DESIGN AND SHOW THE PLACEMENT OF ALL REQUIRED TOP CHORD
BRACING AND CONNECTIONS ON THE TRUSS SHOP DRAWINGS. ANY BRACING LOADS
TRANSFERRED TO THE MAIN BUILDING SYSTEM SHALL BE IDENTIFIED AND SUBMITTED TO
THE ENGINEER OF RECORD FOR REVIEW.
12.THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY INSTALLATION,
RESTRAINT/BRACING IN ACCORDANCE WITH BCSI BUILDING COMPONENT SAFETY
INFORMATION - GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING
AND BRACING OF METAL-PLATE-CONNECTED WOOD TRUSSES, CURRENT EDITION.
PR
O
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E
C
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SHEET NO.
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DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S00.dwg
S0.7
FR
A
M
I
N
G
N
O
T
E
S
4321
A
B
C
D
1'-6" TYP 1'-6" TYP
1'
-
6
"
T
Y
P
6" CONC SOG W/ #4 AT 18" OC
EA WAY AT CL SLAB TYP
1'
-
6
"
T
Y
P
1'-6" TYP
1'-0"
64'-0"
1'-0"
20
'
-
0
"
42
'
-
0
"
24'-0"15'-0"27'-0"
2
S2.1
1
S2.1 TYP
1
S2.1 TYP
1
S2.1TYP
30
'
-
0
"
20
'
-
0
"
W
6
TOF = -0'-6"TOF = -0'-6"
F4x4F4x4
ROUND TIMBER COL
PER ARCH - TYP OF (4)
W
S
W
S
EQ
EQ
1
W
6
TOF = -1'-0"
TYP AT EXT
1
S2.1TYP
W
6
2
HD
U
2
HD
U
2
HD
U
2
(
3
)
B
U
C
O
L
(2
)
F
U
L
L
H
T
(3)
B
U
C
O
L
(2)
F
U
L
L
H
T
2
EQEQ
W
6
W
6
H
D
U
2
1
1'-6" TYP
1
S2.1 TYP
W
6
EQ
EQ
2
W
6
P
6" CONC SOG W/ #4 AT 18" OC
EA WAY AT CL SLAB TYP
H
D
U
2
HD
U
2
W
6
P
(
2
)
F
U
L
L
H
T
H
D
U
2
(
3
)
B
U
C
O
L
(2
)
F
U
L
L
H
T
(
3
)
B
U
C
O
L
REFERENCE ELEV = 0'-0" - SEE
ARCH DWGS FOR ACTUAL ELEV
1
EQ EQ
2
HDU
2
TOF = -1'-0"
TYP AT EXT
H
D
U
2
FOUNDATION PLAN KEYNOTES:
CONSTRUCTION / CONTROL JOINT - SEE
2 x 6 DF #2 AT 16" OC STUD WALL - SEE2
1 3
S0.4
1
S0.5
4
S2.1
3
S2.1
HDU
2
7
S2.1
7
S2.1
6
S2.1
6
S2.16x
6
D
F
#
2
HDU
2
H
D
U
2
F5x3 F5x3
5
S2.1
5
S2.1
EXISTING BUILDING
FOUNDATIONS
EXISTING SLAB ON GRADE
W/ S
I
M
P
A
B
U
PO
S
T
B
A
S
E
6
x
6
D
F
#
2
W
/
S
I
M
P
A
B
U
P
O
S
T
B
A
S
E
REFERENCE ELEV = 0'-0" -
SEE ARCH DWGS FOR
ACTUAL ELEVATION
(2)
F
U
L
L
H
T
(5)
S
T
U
D
B
U
C
O
L
(2
)
F
U
L
L
H
T
(
5
)
S
T
U
D
B
U
C
O
L
STEP FTG
PER 6
S0.4
STEP FTG
PER 6
S0.4
EXISTING BUILDING
FOUNDATIONS
1
S3.2
CONN NEW BU STUD
COL TO (E) STUD WALL
SILL PL W/ (2) SIMP A35
6
S0.4STEP FTG PER
TO ALIGN W/
T.O. (E) FTG
2
S3.2
4'
-
0
"
4'-0"
6
S0.4STEP FTG PER
TO ALIGN W/
T.O. (E) FTG
2
S3.2
DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S10.dwg
S1.1
FO
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SHEET NO.
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FOUNDATION PLAN
1/4" = 1'-0"
1
4321
A
B
C
D
19/32" APA RATED SHTG
(UNBLOCKED T&G) W/ LONG EDGE
PERP TO SUPPORTS - ATTACH W/
10d COMMON AT 6" OC AT EDGES
AND 12" OC IN THE FIELD - TYP UNO
GABLE TRUSS AT
ENDWALL - TYP
2 x 4 AT 2'-0" OC
GL 5 1/8" x 15"
P
R
E
-
E
N
G
R
T
R
U
S
S
E
S
A
T
2
'
-
0
"
O
C
19/32" APA RATED SHTG
(UNBLOCKED T&G) W/ LONG EDGE
PERP TO SUPPORTS - ATTACH W/
10d COMMON AT 6" OC AT EDGES
AND 12" OC IN THE FIELD - TYP UNO
(3) 2 x 6
(3
)
2
x
6
(3) 2 x 8
2 x 12 AT 16" OC
2 x 4 AT 2'-0" OC
(3) 2 x 8 (3) 2 x 8 (3) 2 x 8
2 x 4 AT 2'-0" OC
DOUBLE JST EA SIDE
OF SKYLIGHT - TYP
2 x 6 AT 16" OC
4 x 10 DF #2
TRTD 6 x 12 - SPECIES TO
MATCH COL PER ARCH
(3) 2 x 8
2 x 4 AT 2'-0" OC
3
S3.2
3
S3.2
1
S3.2
BEL
2
S3.1TYP ABV
1
S3.2
BEL
1
S3.1
TYP
1
S3.1TYP
7
S3.1
6
S3.1
8
S3.1
4
S3.1
8
S3.1
2
S3.1
5
S3.1 BEL
TYP
ABV
2
S3.2BEL
5
S3.2
2 x 12 SUBPURLIN W/
SIMP LUS HGR EA SIDE
AT SKYLIGHT - TYP
DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S10.dwg
S1.2
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ROOF FRAMING PLAN
1/4" = 1'-0"
1
PER PLAN
EQ
1'
-
6
"
M
I
N
EQ 51
2"
6"
MI
N
EDGE NAILING
SHTG PER SW SCHED
EDGE NAILING
#5 VERT AT 18"
OC AT CL OF WALL -
ALT HOOK
FLAT BLKG AT HORIZ PNL
JNTS WHERE REQ'D
STUD WALL PER PLAN
TRTD PL W/ AB PER
SW SCHED
#5 CONT
(2) #5 CONT
9 1 4 "
FTG DRAIN PER
ARCH / CIVIL DWGS
3"
CL
R
SECTION
1" = 1'-0"
1 SECTION
1" = 1'-0"
2
1
S2.1SEE
FOR
CALLOUTS
IN COMMON
EXT PAVING PER
CIVIL DWGS
BLOCKOUT STEM WALL
AND POUR SLAB THRU
#4 CONT NOSING BAR
OVERHEAD DOOR PER PLAN
SHTG PER SW SCHED
EDGE NAILING
TRTD PL W/ EXP BOLT PER
SHEARWALL SCHED
FLAT BLKG AT HORIZONTAL
PNL JNTS WHERE REQ'D BY
SHEARWALL SCHED
PER PLAN
12
"
(2) #5 CONT
STUD WALL PER PLAN
EDGE NAILING
SLAB AND REINF
PER PLAN
3"
CL
R
SECTION
1" = 1'-0"
3
NON-BEARING PARTITION
WALL PER ARCH
SLAB AND REINFORCING
PER PLAN
SHTG PER ARCH
TRTD PL ATTACH W/ PDF
AT 16" OC
SECTION
1" = 1'-0"
4
1
1
1
1
STUD WALL PER PLAN
EPOXY VERT DOWELS
INTO (E) FTG AS REQ'D
FOR STEM WALL VERT
SPCG MIN (1) BAR -
EMBED MIN 4"
STRIP FTG AND STEM
WALL PER 1
S2.1
EPOXY FTG BARS INTO
(E) FTG - EMBED MIN 4"
(E) STRIP FTG
AND STEM WALL
SECTION
1" = 1'-0"
5 SECTION
1" = 1'-0"
6
PE
R
F
T
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D
SIZE AND REINF PER FTG SCHED
de
P
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HO
L
D
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W
N
SC
H
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D
STRIP FTG BEYOND -
RUN REINF CONT THRU
SPREAD FTG
SIMP WSWH PER PLAN AND
SW SCHED
SIMP WSWH AB PER
HOLDOWN SCHED - SEE 3
S0.5
SHEAR REINF PER SIMP
STUD WALL BEYOND PER PLAN1
S2.1SEE
FOR
CALLOUTS
IN COMMON
1'
-
6
"
1 1 2 "
11
2"11
2"
1 1 2 "
1 1 2 "
T
Y
P
11
2" TYP
1/4
WELD ALL PL
INTERSECTIONS
3/8" x AS REQ'D STIFF PL
3/8" x 7" x 7" BASE PL W/
(4) 1/2" DIA ANCHOR BOLT
TYP1/4
3/8" x 7" x 7" BASE PL W/
(4) #4 DOWELS - EPOXY
INTO COL
CL COL
AND FTG
TIMBER COL PER ARCH
CIP CONC PLINTH PLACED
AFTER COL INSTALLATION -
SIZE PER ARCH
1" CHAMFER AT ALL
EXPOSED CONC EDGES
#4 CLOSED TIES AT 4" OC
AROUND ANCHOR BOLTS -
MIN OF (2) - 8" OC
THEREAFTER
(2) #5 DOWELS
(1) EA SIDE OF
ANCHOR BOLTS
(16) #5 VERT EQ
SPACED AROUND FTG
#5 HORIZ DOWELS
AT 8" OC AT FTG
LAP 48x
BAR DIA
3" CLR
SIZE AND REINF PER SCHED
12"
12"12"
12"
12"
SECTION
1" = 1'-0"
7
STEP NEW FTG PER PLAN AND
TO ALIGN W/ T.O. (E) FTG
6
S0.4
PR
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J
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C
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SHEET NO.
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DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S20.dwg
S2.1
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N
D
A
T
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N
D
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A
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S
SECTION
1" = 1'-0"
2
2
S3.1SEE
FOR
CALLOUTS
IN COMMON
STUD WALL BEYOND
PER PLAN
1
1
SECTION
1" = 1'-0"
1
1
1
THICKEN SLAB ABV
(E) FTG AS SHOWN
SLAB AND REINF
PER PLAN
(E) FTG AND
STEM WALL
(E) STUD WALL
PR
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C
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SHEET NO.
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W
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DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S20.dwg
S2.2
FO
U
N
D
A
T
I
O
N
D
E
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A
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L
S
ROOF BOUNDARY
NAILING
2x VENTED BLKG W/
16d SINKER TOENAILS
AT 4" OC
10d AT 6" OC
SIMPSON H1 EA TRUSS
(2) 2x TOP PL
2x STUD WALL ALIGN
STUDS W/ TRUSSES
WHERE SPACING IS
EQUAL
SHTG PER PLAN
AND SW SCHED
EDGE NAILING
PRE-ENGR TRUSS
PER PLAN
ROOF SHTG PER
PLAN
CONT 2x FASCIA
PER ARCH
VENT
PER ARCH
SECTION
1" = 1'-0"
1
ROOF BOUNDARY
NAILING
2 x 4 FLAT
OUTRIGGERS
SHEARWALL
EDGE NAILING
PRE-ENGINEERED
GABLE END TRUSS WITH
VERTICALS AT 24" OC
MAX - MFR/SUPPLIER
SHALL DESIGN FOR OUT
OF PLANE WIND FORCE
(2) 16d SINKERS AT
EA 1x AT EA TRUSS
SHEARWALL EDGE
NAILING
SHTG PER PLAN
AND SHEARWALL
SCHEDULE FULL
HEIGHT TO ROOF
HDR WHERE
SHOWN ON PLAN
(2) 2x TOP PL
2x CONT BLKG FOR GWB
CEILING - ATTACH W/ 16d
SINKERS AT 12" OC
FLAT 1 x 4 x 8'-0" DF #2 AT
6'-0" OC
SIMPSON
LU24 HGR
2x STUD WALL
PER PLAN
PER ARCH
2x FASCIA
SECTION
1" = 1'-0"
2 SECTION
1" = 1'-0"
4
PER ARCH
16d SINKER
COMMON
TOENAILS
AT 4" OC
2x FASCIA PER ARCH
SW EDGE NAILING
VENTED 2x BLKG
RF BNDY NAILING RF SHTG PER PLAN
SHTG PER
SW SCHED
STUD WALL
PER PLAN
2x RAFTER PER PLAN
SIMP H1 AT EA RAFTER
BIRDSMOUTH NOTCH
AT EA RAFTER
HEADER WHERE
SHOWN ON PLAN
2 x 4 FLAT
OUTRIGGERS
HDR WHERE SHOWN ON PLAN
PER ARCH
2x FASCIA - ATTACH
TO EACH OUTRIGGER
W/ (2) 16d SINKERS
SECTION
1" = 1'-0"
8
2x RAFTER
PER PLAN
SECTION
1" = 1'-0"
5
ROOF BOUNDARY NAILING
2x LEDGER W/ (3) 1/4" x 5" SDS
SCREWS INTO EA STUD
4
S3.1SEE
FOR
CALLOUTS
IN COMMON
2x RAFTER PER PLAN
SIMP HU HGR
2x BLKG
BTWN STUDS
SECTION
1" = 1'-0"
6
(E) 2x STUD WALL
5
S3.1SEE
FOR
CALLOUTS
IN COMMON
PER ARCH
2x RIM W/ (3) 16d
INTO EA RAFTER
BM PER PLAN -
BEVEL AS REQ'D TO
MAINTAIN ROOF
SLOPE PER ARCH
ROOF BNDY NAILINGSIMP HU HGR
2x CONT LEDGER
W/ (2) 16d AT 6" OC
INTO RIM
(2) ROWS ROOF
BNDY NAILING
4
S3.1SEE
FOR
CALLOUTS
IN COMMON
SIMP A35 PER
SW SCHED
SECTION
1" = 1'-0"
7
CONN OUTRIGGER TO
TRUSS TOP CHORD
W/ (2) 16d FACE NAILS
(2) 16d SINKER
ENDNAILS
SIMP LTS16
AT 4'-0" OC
SW EDGE
NAILING
INTO BLKG
SIMP LTS16
AT 4'-0" OC
SW EDGE
NAILING
INTO BLKG
2
S3.1SEE
FOR
CALLOUTS
IN COMMON
BLKG BTWN OUTRIGGER
BY GC
OUTRIGGERS PER TYP
GABLE END DETAIL BY GC
OUTRIGGER AT GABLE
END TRUSS BY PRE-ENGR
TRUSS MFR TYP
FASCIA PER
ARCH (2 x 6 MIN)
FASCIA PER ARCH
TYP PRE-ENGR METAL
PLATED WOOD
TRUSSES PER PLAN
2x STUD WALL PER PLAN
(2) 2x TOP PL
SECTION
3/8" = 1'-0"
3
PR
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C
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SHEET NO.
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DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S30.dwg
S3.1
RO
O
F
F
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A
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I
N
G
D
E
T
A
I
L
S
SECTION
1" = 1'-0"
1 SECTION
1" = 1'-0"
2
SHEATH AS TYPE
FULL HT TO ROOF
W
6
SW EDGE NAILING
CONN SIMPSON
STRONG-WALL TO
DBL TOP PL PER
SIMPSON
STRONG-TIE
T.O.W. PL ELEV
PER ARCH
SIMP WSWH
STRONG-WALL PER
PLAN AND SW SCHED
DBL TOP PL
GABLE TRUSS PER PLAN
AND 2
S3.1
6x POST BEYOND
PER PLAN
SIMP LCE5 POST CAP
GL BEAM PER PLAN
CRIPPLE STUD WALL
TO MATCH TYP EXT
WALL FRAMING
T.O.W. PL ELEV
PER ARCH
1
S3.2SEE
FOR
CALLOUTS
IN COMMON
SECTION
1" = 1'-0"
3
BM PER PLAN
SIMP CBT4Z CONCEALED
BEAM TIE
TIMBER COL PER ARCH
SECTION
1" = 1'-0"
4
1 2 "
2 x 12 BLKG AT 4'-0" OC -
ATTACH RAFTER W/ (3)
16d SINKERS EA SIDE
2 x RAFTER PER PLAN
SIMP SDPW 19600
DEFLECTOR SCREW
AT EA BLKG POINT
2x PARTITION WALL
PER ARCH
ROOF SHTG PER PLAN
INTERIOR NON-LOAD BEARING PARTITION WALL -
PARTITION PARALLEL TO ROOF FRAMING
1
2"
2 x RAFTER PER PLAN
BEVELED TOP PL
SIMP SDPW 19600
DEFLECTOR SCREW
AT 4'-0" OC MAX
ROOF SHTG PER PLAN
INTERIOR NON-LOAD BEARING PARTITION WALL -
PARTITION PERPENDICULAR TO ROOF FRAMING
2x PARTITION WALL
PER ARCH
SIMP STRONG-WALL
BEYOND PER PLAN -
SEE 1
S3.2
SECTION
1" = 1'-0"
5
BU STUD COL PER PLAN -
LAM W/ 16d SINKERS AT
12" OC
PW SHIM AS REQ'D
PROVIDE FULL HT STUD
EA SIDE OF BM
BM PER PLAN
(3) 16d SINKERS
EA SIDE OF BM
PR
O
J
E
C
T
SHEET NO.
JE
N
N
I
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W
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D
D
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A
N
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DATE: November 19, 2021 FILENAME: Q:\2021\2210555\20_STR\CAD\2210555-S30.dwg
S3.2
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