2020.0291.BP0023 structural plans20'
i
10' 8' 2 2' 8'
i
i
I
F
8'
20'
10'
4" CONC, SLAB w/
12' THICKENED EDGE
w/(2)#4 BAR CONT,
STUB #4 BAR OUT 18"
INT❑ CONC. SLAB @
24'o/c. (TYP,)
05
io
S'7
16'
NOTES;
1, PLYWOOD SHEATHING
2. EDGE NAILING
3. %' DIAMETER ANCHOR BOLTS
@ 48' O.C. U.N,O
4, (1) #4 BARS CONTINUOUS
(AT TOP) PR❑VIDE #4 @
18' O,C, HORIZONTAL
5, 44 @ 18' ❑ C, MAXIMUM,
ALTERNATE BENDS
6, (2) #4 BARS CONTINUOUS
7. CONC. SLAB
0-
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1 TYPICAL F�UNDATIGN STEM WALL
N❑T T❑
SCALE
H..�
00 to
WALL SHEATHING PER PLAN. ON 00
a N Q1
' ANCHOR BOLTS @ 36'o/c
2'x8' PT SILL PLATE �Q
EDGE NAILING �
#4 CONT. AT TOP PROVIDE--"'
ROVIDE O.a
@ 18'o/c H❑RIZ. �+I
#4 VERT. @ 18' (3/c -\'\
(ALT HOOK)
(2)#4 CONT. IN FTG, 8'
J 1�0
16' p
2 INTERIOR SHARED STEMWALL
N❑T T❑
SCALE
4' CONC. SLAB o
(2)#4 BAR CONT, o
o
12`
3' MIN
� THICKENED EDGE SLAB DETAIL � � �
N❑T T❑ U ,�
SCALE .�, cd
STUB #4 BAR OUT 18'
INT❑ CONC. SLAB @
24'o/c, (TYP,)
4' CONC. SLAB w/
12' THICKENED EDGE
w/(2)#4 BAR C❑NT.
o
5'-6"
11' L 11' S' -6s
3'--6"
3
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STHD14 STHD14 STHD14 STHD14
5
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1 TYPICAL F�UNDATIGN STEM WALL
N❑T T❑
SCALE
H..�
00 to
WALL SHEATHING PER PLAN. ON 00
a N Q1
' ANCHOR BOLTS @ 36'o/c
2'x8' PT SILL PLATE �Q
EDGE NAILING �
#4 CONT. AT TOP PROVIDE--"'
ROVIDE O.a
@ 18'o/c H❑RIZ. �+I
#4 VERT. @ 18' (3/c -\'\
(ALT HOOK)
(2)#4 CONT. IN FTG, 8'
J 1�0
16' p
2 INTERIOR SHARED STEMWALL
N❑T T❑
SCALE
4' CONC. SLAB o
(2)#4 BAR CONT, o
o
12`
3' MIN
� THICKENED EDGE SLAB DETAIL � � �
N❑T T❑ U ,�
SCALE .�, cd
STUB #4 BAR OUT 18'
INT❑ CONC. SLAB @
24'o/c, (TYP,)
4' CONC. SLAB w/
12' THICKENED EDGE
w/(2)#4 BAR C❑NT.
SCALE: AS SHOWN
DATE: Sept. 2420
DRAWING NUMBER
11343
s1
5'-6"
11' L 11' S' -6s
3'--6"
�"'�
�y
�
STHD14 STHD14 STHD14 STHD14
5
¢
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FOUNDATION PLAN
°
114'=1'-0' ANCHORS 0 48" 0/c U.N.O
�
a
+=PT. LOAD
o
o
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um
SCALE: AS SHOWN
DATE: Sept. 2420
DRAWING NUMBER
11343
s1
00 Of 40' 10
I
20' 20' 70,
10' e 8' 21-7v-- 2' 8' 10' 70,
f
— — 1
F-1 4 CONC. SLAB w/
112' THICKENED EDGE
! 111 i I w/(2)#4 BAR CUNT.
8' ! I I 8' STUB #4 BAR OUT 18"
INTO CONC. SLAB @
1 24'o/c. (TYP.)
STHD14RJ STHDI4R 1 STHD�4RJ I ! STHP14RO THDI4RJ STHD14RJ
I I 1 I I I 1 I I
3' 3' 6" STEMWALL I I
!
ON 16" FTG (TYP,)
fl
� 8' STEMWALL �
i i J ON 16" FTG. 14"x10" FLUOR BEAM I J
1 (TYP,) 1 1
i i I I 4"x4" POST ❑N
61 6` S1 I
I 38 � C❑NC. FTG,
i I 111 (TYP,) I I
r2
2"x10" @ 16"o/c 2"x10" @ 16"o/c 2"x10" @ 1600/c 2'x10' @ 16'o/c
i 6' 6' 1 I
291 I 9,0111' i l' 9' 1 opI 29'
—1
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30'x3O'xl2' FTG, PAD w/C4)#4 BAR E.W.
i i 119'-6"
4' CONC. SLAB ❑N COMP. FILL
I (3 L❑CATI❑NS) I SLOPED 2' TOWARDS DOOR I I / ,_
31-6# 3 6
i Ifi � ti
- 5'--2" - -
2` — —9-3" — — — — 9-3• 2'
STHD14 STHD14
3'-6' S'-6" 11' 11' S'-6" 3'-6'
STHD14 STHD14 STHD14
�'�"x9" GLB
FOUNDATION PLAN
%" ANCHORS 0 48" o/c U.N.O
4=PT. LOAD
NOTES:
1. BASE PLATE NAILING PER
SHEAR WALL SCHEDULE
2. PLYWOOD SHEATHING
3. JOIST PER PLAN
4. 2x CONTINU❑US RIM
5. (1) #4 BARS CONTINUOUS
CAT TOP) PROVIDE #4 @
18' ❑.C. H❑RIZ❑NTAL
6. 5/8' DIAMETER ANCHOR BOLTS
@ 48' D.C. U.N.O.
7, #4 @ 48' D.C. MAXIMUM,
ALTERNATE BENDS
8, (2) #4 BARS CONTINUOUS
9. EDGE NAILING
lo. 16d @ 6' D.C.
TYPICAI. F01 TNDATION STEM WAIJ
NOT TO
SCALE
WALL SHEATHING PER PLAN.
BASE PLATE NAILING TO
2x4 FLAT BLOCK
SHEARWALL EDGE NAILING
A35 @ 24'o/c
'
ANCHOR BOLTS @ 36'ol�c-
2'x8' PT SILL PLATES
#4 CENT. AT TOP PROVIDE
@ 18'o/c HORIZ, �
#4 VERT, @ 18'o/c
(ALT HOOK)
.71 8'
(2)#4 CONT, IN FTG,
STUB #4 BAR OUT 18"
INT❑ C❑NC, SLAB @
24"o/c. (TYP,)
4" C❑NC, SLAB w/
12" THICKENED EDGE
w/(2)44 BAR CONT.
i- -i
16'
OR SHARED STEMWALL
NOT TO
SCALE
4' CONC. SLAT
(2)#4 BAR CONT
4' s . _ 46
a a�
12' a .
a �.a
r
3' MIN
THICKENED EDGE SLAB DETAIL
NOT TO
SCALE
WALL SHEATHING PER PLAN.
" ANCHOR BOLTS @ 36'o/c
2'x8' PT SILL PLATE
EDGE NAILING �1
#4 CLINT. AT TOP PR❑VIDE
@ 18'a/c HORIZ
#4 VERT. @ 18'o/c
(ALT H❑DK)
(2)#4 CONT. IN FTG. -
s'
OR SHARED STEMWALL
NOT TO
SCALE
NOTES,
1. (3) 106 PER BLOCK
2. J❑IST PER PLAN
3. FLOOR BEAM PER PLAN
4. PLYWOOD SHEATHING
5. BLOCKING
6, 4x OR 6x POST WITH
SIMPSON PC AND PB
7. CONCRETE F❑❑TING
B. EDGE NAILING
9. 2x WOOD CLEAT DR SIMPS❑N
POST CAP
TYPICAL INT. SPREAD FOOTING
NOT TO
SCALE
�
Q
ao
f� "l
lb'
OR SHARED STEMWALL
NOT TO
SCALE
NOTES,
1. (3) 106 PER BLOCK
2. J❑IST PER PLAN
3. FLOOR BEAM PER PLAN
4. PLYWOOD SHEATHING
5. BLOCKING
6, 4x OR 6x POST WITH
SIMPSON PC AND PB
7. CONCRETE F❑❑TING
B. EDGE NAILING
9. 2x WOOD CLEAT DR SIMPS❑N
POST CAP
TYPICAL INT. SPREAD FOOTING
NOT TO
SCALE
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SCALE: AS SHOWN
DATE: Sept. 2020
DRAWING NUMBER
11303
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SCALE: AS SHOWN
DATE: Sept. 2020
DRAWING NUMBER
11303
SIA
SHEARWALL SHEAT
PER F
FLOOR SHEATHING
[NG
[NG
'o/c TO TOP PLATE
FLOOR TO INT. SHEARWALL
NOT TO
SCALE
JOISTS PER PLAN
U24 HANGER
Y2' PLYWOOD w/8d @ 6'o/c
86 @ 6'o/c
r2'xB' LEDGER w/(2)LEDGERL❑KS @ 16'o/c
rA35 @ EACH RAFTER
ROOF SHEATHING
PER PLAN
r2'x6' RAFTERS @ 24'o/c
SHEARWALL PER PLAN
'x4' CLG. JOISTS @ 24'o/c
� SHEAR TRANSFER CONN.
N❑T T❑
SCALE
"L❑CK ❑VER SHEARWALL
/A35 @ EACH BLOCK TO
❑P PLATE (SEE 1/S2)
4'x12" DF#2 HDR
/ (5'-6* LDNG)
(22`--0' LONG)
LOCK OVER SHEARWALL
/A35 @ EACH BLOCK TO
OP PLATE (SEE 1/S2)
'x10" DF#2 HDR
?)2°x12" DF#2
21)2x POST (TYP,)
?)2"x12" DF#2
"x12" DF#1
/HUCQ610 HANGER
"x6' PT POST w/
CCLQ66 POST CAP
ND ABU66 POST BASE
FLOOR FRAMING
NOTES:
• ALL WfNDOW/DOOR HDR TO BE 4"x10" DF#2 U.N.O
• ALL OVERFRAMING TO BE 2"x6" HF#2 FOR SPANS UP
TO 10'-0, FOR SPANS OVER 10'-0" USE 2"x8" HF#2
BLOCK
801 @ 6•o/c
r2'x8' LEDGER w/{2)LEDGERL❑KS @ 16'o/c
rA35 @ EACH RAFTER
ROOF SHEATHING
PER PLAN
)-2'x6' RAFTERS @ 24'o/c
2'x4' CLG, JOISTS @ 24'o/c
JOISTS PER PLAN
U24 HANGER
Y2' PLYWOOD w/8d @ 6'o/c
2'x4' BLOCK
A35 @ 24'o/c
SHEARWALL PER PLAN
3 SHEAR TRANSFER BONN.
NLiT r❑
SCALE
rR 7)I Ti 1 1C C rl% 1rf"] r%A MTV % 1A 1 1 f
114'=1'-0'
L ^u INMI I LJ C LT U/ L
w/2"x4" CLG, JOISTS @ 24'o/c
VERFRAMING (TYP,)
ANUFACTURED GIRDER
RUSS (BY OTHERS)
2)2x POST (TYP,)
ROOF FRAMING
NOTES:
• ALL WINDOW/DOOR HOR TO BE 4"x1O" DF#2 U.N.O
• ALL OVERFRAMING T4 BE 2"x6" HF#2 FOR SPANS UP
TO 10'-0, FOR SPANS OVER 10'-0" USE 2"x8" HF#2
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SCALE: AS SHOWN
DATE: Sept. 2020
DRAWING NUMBER
11303
SHEET S2
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SCALE: AS SHOWN
DATE: Sept. 2020
DRAWING NUMBER
11303
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STRUCTURAL NOTES:
DESIGN CRITERIA:
1. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE
2. VERTICAL LOADS: ROOF FLOOR
SNOW LOAD 25 psf
LIVE LOAD 25 psf 40 psf
DEAD LOAD 15 psf 12 psf
3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO
WOOD SHEARWALLS AND THENCE TO FOUNDATION WHERE DISPLACEMENT
IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH.
4. SNOW DESIGN DATA (ASCE 7-10)
FLAT SNOW LOAD, Pf: 23.1 psf
SNOW EXPOSURE FACTOR, Ce: 1.0
SNOW IMPORTANCE FACTOR, Is: 1.0
THERMAL FACTOR, Ct: 1.1
5. WIND DESIGN DATA (ASCE 7-10)
WIND SPEED: Vult=110 mph
RISK CATEGORY: II
EXPOSURE CATEGORY: B
6. SEISMIC DESIGN DATA (ASCE 7--10)
SEISMIC FORCE RESISTING SYSTEM: WOOD SHEARWALLS
RISK CATEGORY: II
SEISMIC IMPORTANCE FACTOR,le:=1
MAPPED SPECTRAL RESPONSE ACCELERATION: Ss=1.6, S1=0.6
DESIGN SPECTRAL RESPONSE ACCELERATION: Sds=1.0, Sd1=0.55
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
SEISMIC RESPONSE COEVFICIENT,Cs: 0.154
RESPONSE MODIFICATION COEFFICIENT,R: 6.5
EQUIVALENT LATERAL FORCE PROCEDURE (ASCE 7 12.8.1)
DESIGN BASE SHEAR: 11.1k
7. SOIL Pq PERPES
BEARING CAPACITY: 1,540 psf
LATERAL CAPACITY: 250 psf/ft
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
DETAILS 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.
WOOD NOTES:
1. FRAMING LUMBER SHALL BE HEM-FlR 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 WCLIB 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/$" 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 8d 0 6 INCHES ON CENTER AT
PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.
SUB FLOORING TO BE 23/32" T&G C -D EXTERIOR/EXPOSURE 1 -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 2304.10.1 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 SEARING 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 DIAPHRAGMS.
10. STUD NOTCHING: BEARING - 25% NOTCH, 40% BORING (60% BORING @ DBL.) NON
BEARING - 40% NOTCH, 60% BORING HOLES NO CLOSER THAN 5/8" TO FACE OF STUD
CONCRE'T'E NOTES:
1. MINIMUM 28 DAY STRENGTH 3,000 PSI (f'c=3,000 PSI), UNLESS NOTED OTHERWISE
2. ASTM A615 (Fy=60 KSI) DEFORMED BARS FOR ALL BARS. NO TACT{ WELDING OF
REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE BY THE STRUCTURAL
ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY.
3_ MINIMUM SPLICE LENGTHS: #4 BAR -24" LAP; #5 BAR -30" LAP; #6 BAR -42"
4. MINIMUM CLEAR COVERAGE: CAST AGAINST EARTH -3"; #6 BAR OR SMALLER -2"
SHEARWALL SCHEDULE
HOLDDWN SCHEDULE
MINIMUM
EDGE
FIELD
SOLE PLATE
SILL PLATE
MARK
SHEATHING
NAILING
NAILING
NAILING
CONN. 9 FND,
(14) SDS SCREWS 25' SST1328 1 3/4'
7/16* COX
7/8' DIA
(20) SDS SCREWS 25' SSTB28 1 314'
(2)16d 0 16"o/c
5/8"dia. 0 48" o.c.
1!
-=:j1
ONE FACE
8d 0 6"o.c,
d 0 12"a.c.
1#
II
w/ 2x BTM. PLATE
11 11
11 li
7/16" CDX
J
'-4
(2)16d ® 12"o/c
5/8"dia. 0 36 o.c.
ONE FACE
8d 0 4"o.c.
3d 0 12"o.c.
w/ 2x BTM. PLATE
1 !4
II
7/16" COX
II II
II 11
11
11
(2)16d 0 8"o/c
5/8"dia. ® 30" o.c.
L
ONE FACE
Sd 0 3"o.c.
5d ® 12"o.c.
II
11
w/ 3x BTM. PLATE
®
19/32" COX
I II
4- _J L
11 11 11
1l -1 L J1 _�
(2)16d 0 810/c
5/8"dia. ® 24" o.c.
ONE FACE
10d 0 4"o.c.10d
@ 12"o.c.
w/ 3x BTM. PLATE
19/32" CDX
(2)1 5d 6"o/c
518"dia. 0 18" o.c.
ONE FACE
10d ®3"o.c.10d
@ 12"o.c.
w/ 3x BTM. PLATE
SHEARWALL NOTESi
1. ALL STUDS AND BLOCKING SHALL BE HF#2 ALL TOP AND BOTTOM
PLATES SHALL BE HF#2. ALL SHEATHING EDGES SHALL BE BACKED
WITH 2x OR WIDER FRAMING UNLESS OTHERWISE NOTED (SEE NOTE#2).
SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY.
P. WHERE SHEATHING NAILING IS A A DR GREATER, F13UNDATI❑N SILL PLATES
AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS
SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER AND SILL PLATES
NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER.
3. NAILING CRITERIA IS BASED ON IBC 2306.3 AND AF&PA SPDWS TABLE 43A FOR
CD PLYWOOD AND HF#2 FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS OUTLINED
IN THE STRUCTURAL NOTES, OTHER SUBSTITUTI❑NS MUST BE VERIFIED IN WRITING BY
THE STRL, ENGINEER.
4, HOLD❑WNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY
SHEARWALLS. SIZES AND L❑CATIONS OF THESE CONNECTORS ARE INDICATED ON
THE PLANS, REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR ADDITIONAL
INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC,
5 ANCHOR B❑LTS MUST BE EMBEDDED INT❑ CONCRETE OR GROUTED CMU A MINIMUM
OF 7', AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2' GROUTED CLEAR
TO THE FACE OF FORMED CONCRETE (PROVIDED 3" CLEAR FOR CONCRETE CAST
AGAINST SOIL),
6. EDGE OF ANCHOR BOLT WASHER SHALL BE WITHIN 1/2" OF SHEAR WALL SHEATHING
HOLD WN NOTES,
1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307.
2, MIN, CONCRETE COMPRESSIVE STRENGTH f`c=3,000 psl,
3, HD11/8 REQUIRES A 6x6 MIN, POST SIZE, HDU2/4/5 REQUIRES
(2)2x MIN, POST SIZE, HD19 REQUIRED MIN, 6x8 POST SIZE U.N,O
4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE
EXPOSED TO S❑IL OR WEATHER. FOR CONCRETE CAST AGAINST
SDIL PR❑VIDE 3' CLEAR TO ANCHOR BOLT,
5. NAILS TO H❑LDOWN POSTS SHALL BE IOd COMMON, (16d SINKERS
MAY BE USED WITH PRIOR WRITTEN APPROVAL BY THE STRUCTURAL
ENGINEER),
N T S�
1. 16d @ 6' D.C.
2, EDGE NAILING
3. 2x BLOCKING
4, FLOOR SHEATHING
5 JOISTS PER PLAN
6. SHEARWALL BELOW -
SHEATH AND NAIL PER
SHEARWALL SCHEDULE
8 -JOIST AT WOOD STUD WALL
NTS
r - _TI _-.Tr_-7_-T
1 11 11
I li 11
HOLDDWN SCHEDULE
MODEL
ANCHOR
BOLT
THRU BOLTS EMBEDMENT MIN. EDGE
OR NAILS LENGTH DISTANCE
HDU2
5/8' DIA
(6) SDS SCREWS 21' SSTB24 1314'
HDU4
518' DIA
(10) SDS SCREWS 21' SSTB24 1 3/4'
HDU5
5/6' DIA
(14) SDS SCREWS 25' SST1328 1 3/4'
HDU8
7/8' DIA
(20) SDS SCREWS 25' SSTB28 1 314'
HOLD WN NOTES,
1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307.
2, MIN, CONCRETE COMPRESSIVE STRENGTH f`c=3,000 psl,
3, HD11/8 REQUIRES A 6x6 MIN, POST SIZE, HDU2/4/5 REQUIRES
(2)2x MIN, POST SIZE, HD19 REQUIRED MIN, 6x8 POST SIZE U.N,O
4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE
EXPOSED TO S❑IL OR WEATHER. FOR CONCRETE CAST AGAINST
SDIL PR❑VIDE 3' CLEAR TO ANCHOR BOLT,
5. NAILS TO H❑LDOWN POSTS SHALL BE IOd COMMON, (16d SINKERS
MAY BE USED WITH PRIOR WRITTEN APPROVAL BY THE STRUCTURAL
ENGINEER),
N T S�
1. 16d @ 6' D.C.
2, EDGE NAILING
3. 2x BLOCKING
4, FLOOR SHEATHING
5 JOISTS PER PLAN
6. SHEARWALL BELOW -
SHEATH AND NAIL PER
SHEARWALL SCHEDULE
8 -JOIST AT WOOD STUD WALL
NTS
r - _TI _-.Tr_-7_-T
1 11 11
I li 11
II 11
II II
__71a
I�
If
-iT--TT-IIT--IT--�
II
II
!I li I
II II I
I II 1
2.
FLOOR
SHEATHING
(3)
r-71-
Tr --
PER PLAN
K
4.
11 11 1
f 11
1 II
it
II
11 11
11,=I}
1!
-=:j1
BEAM PER PLAN
CLQ
p1a
11 11 1
I --A
1#
II
f1
I1
11 11
11 li
II
li
J
'-4
11 II
II 11
A
ct�
II
1 !4
II
II
11
II II
II 11
11
11
11
!1 f1 l
I 11
I II
II
11 E
II 11
II Il
II
11
11 Il
II 11
I II
4- _J L
11 11 11
1l -1 L J1 _�
11
11 1I k
Lam- W -1
u li u u
a b H
II
�6�% U
E u
O DOUBLE TOP PLATE w/ EDGE NAILING (STAGGER � TOP PLATE SPLICE AND NAILING PER PLANS.
SEE SHEARWALL SCHEDULE FOR LUMBER GRADE. LAP 4'-0" MINIMUM. CENTER SPLICE ON STUD.
EDGE NAILING AT ALL PANEL EDGES. BACK w/ Q HOLDOWN PER SCHEDULE AND PLAN
2x BLOCKING OR SACKING
EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) � COORDINATE ALL STUD AND PLATE SIZES
w/ SHEARWALL SCHEDULE REQUIREMENTS
D@STUDS 0 16" o.c.
@EDGE NAILING TO POSTS. TRIM STUDS
(DP.T. SILL PLATE w/ EDGE NAILING & ANCHOR AND KING STUDS
BOLTS PER SHEARWALL SCHEDULE (PROVIDE
A MINIMUM OF 5/8 -dia. ANCHOR BOLTS ® @ BEARING STUD FOR HEADER
48" o.c.)
1 ---TYPICAL WOOD SHEARWALL ELEVATION
NTS
NOTES:
1. TOP PLATE SPLICE OVER
STUD ONLY,
2. DOUBLE TOP PLATE
3. WOOD STUDS
5 -TYPICAL SPLICE ❑F WOOD TOP PLATE
NTS
ROOF TRUSS
PER PLAN
DIAPH. EDGE
NAILING
1 0 EACH TRUSS
SHEARWALL)
EDGE NAILING
9 -TRUSS TO SHEARWALL CONN,
NTS
ST36 STRAP TiE ACR055
BEAM TOP PL OR BEND VERT TO POST
(,,,SIMPSON
DOUBLE TOP PLATE
(2) 16d
BEAM
SIMPSON ST STRAP TIESIMPSON LTP5 EA FACE
DOUBLE TOP PLATE BEAD_____r(-lDOU8LE TOP PLATE
(2) 16d
A35 CLIP
SIMPSON ST STRAP TIE
DOUBLE 2 X STUDS, MINIMUM DOUBLE 2 X STUDS, MINIMUM DOUBLE STUD
A) BEAM PERPENDICULAR B) BEAM PARALLEL C) BEAM ON TOP PLATE
2 -TYPICAL WOOD BEAM TO WOOD FRAMING
NTS
(1)
NOTES,
3
(2)
1,
DOUBLE EDGE NAILING
u�l
2.
FLOOR
SHEATHING
(3)
3.
JOIST
PER PLAN
(4)
4.
JOIST
HANGER PER PLAN
5.
WO❑D
BEAM PER PLAN
CLQ
p1a
3 -TYPICAL WOOD FLUSH BEAM
NTS
N❑TESi
1, SHEARWALL PER PLAN
2. BASE PLATE NAILING
3, SHEAR PANEL EDGE NAILING
4. BREAK SHEAR PANELS OVER RIM
5, lfid @ 6'o/c
6. PLYWOOD SUBFLOOR
7 FLUOR J❑IST PER PLAN
8, (2)2x PLATE, PT BOTTOM PLATE
6 -TYPICAL FLOOR TO FLOOR WALL CONN,
TITS
NOTE&
L EDGE NAILING
2. CONTINUOUS FASCIA WITH (2)
10d NAILS INTO EACH
OUTRIGGER @ 24' O.C.
3. 2x4 OUTRIGGER @ 24' O.0
4. (2) 14d NAILS PER TRUSS
5. SIMPSON A35 CLIP AT EACH
OUTRIGGER
6, GABLE END TRUSS -
SHEATHING AND NAILING PER
SHEARWALL SCHEDULE.
7. 10d @ 6' ❑.C, BOTTOM
TRUSS CHORD TO WALL TOP
PLATE
8. 2x4 BRACE @ 48' O.C, WITH
SIMPSON A35 CLIP EACH END
9. TRUSSES PER PLAN
10 -TRUSS GABLE END TRUSS
NTS
8d @ 3'o/c GRID TO HDR
(2)lOd
LSTA24 STRAP
3 6' OSB/PLYWOOD
8d @ 3'o/c TO ALL PLATE,
STUDS AND BLOCKING
STHD14
(2)%'e ANCHOR BOLTS
NTET
L FLOOR/ROOF SHEATHING
2. DIAPHRAGM EDGE NAILING PER PLAN
3. 2x4 FLAT BLOCKING
4. FLOOR JOISTS/ROOF RAFTERS
4 -TYPICAL WOOD FL❑❑RIR❑OF BLOCKING
NTS
8d/lOd @ 6'o/c _7
SOLE PLATE
Bd/lOd I
8d/lOd I
6'o/c
7 -TYPE 3/4/5 SHEARWALL EDGE NAILING
NTS
11 -PORTAL FRAME ELEVATION (GARAGE)
NTS
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SCALE: AS SHOWN
DATE: Sept. 2020
DRAWING NUMBER
11303