0000.0017 2020.11.16 NHD RL 1318 AC (A) Palisades Lot 215'
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1/4'=1'-o' NOTES:
F❑❑TING SCHEDULE
30 1 30'x3O'xl2' (4)#4 E,W ' %" ANCHORS @ 30" o/c U.N.O
24 1 24"x24'x8' (2)#4 EV =PT. LOAD
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7. CONCRETE FOOTING
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AND ABU66 POST BASE
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ROOF FRAMING
NOTES:
■ ALL WINDOW/DOOR HDR TO BE 4"x$" HF#2 U.N.O
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NOTES:
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11318A
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SHEARWALL SCHEDULE
MARK
MINIMUM
SHEATHING
EDGE
NAILING
FIELD
I NAILING
SOLE PLATE
NAILING
SILL PLATE
CONN, 2 FNR
®
7/16" CDX
ONE FACE
8d 0 6"o.c.
d 0 12"o.c.
(2)164 ® 16"o/c
5/8"dia. 0 48" a.c.
w/ 2x BTM. PLATE
ZL
7/16" CDX
ONE FACE
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Bd ® 12"o.c.
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5d 0 12"o.c.
(2)164 ® 8. o/c
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15/32" CDX
ONE FACE
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15/32" COX
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1 O ® 3"o.c.1Od
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SHEAR WALL—N—LET—El—to
L 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.
2. WHERE SHEATHING NAILING IS A A OR GREATER, F❑UNDATI❑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 23D63 AND AF&PA SPDWS TABLE 4.3A 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. H❑LDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY
SHEARWALLS, SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON
THE PLANS. REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR ADDITIONAL
INF❑RMATI❑N REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC.
5 ANCHOR BOLTS MUST BE EMBEDDED INTO 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 S❑IL)
G. EDGE OF ANCHOR BOLT WASHER SHALL BE WITHIN 1/2" OF SHEAR WALL SHEATHING
BASEMENT SHEARWALL PLAN
3116'=i'-4'
8d @ 3'o/c GRID TO HDR
C2)10cl
LSTA24 STRAP
?i6 OSB/PLYWOOD
8d @ 3'c/c TO ALL. PLATE,
STUDS AND BL❑CKING
STHD14
(2)%'m ANCHOR BOLTS
AL FRAME (SEE DET
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' DATE: Nov. 2020 ,
DRAWING NUMBER
11318A
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' DATE: Nov. 2020 ,
DRAWING NUMBER
11318A
S4
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: lI
EXPOSURE CATEGORY: B
6. SEISMIC DESIGN DATA (ASCE 7-10)
SEISMIC FORCE RESISTING SYSTEM: WOOD SHEARWALLS
RISK CATEGORY: Ii
SEISMIC IMPORTANCE FACTOR,Ie:=1
MAPPED SPECTRAL RESPONSE ACCELERATION: Ss=1.6, S1=0.5
DESIGN SPECTRAL RESPONSE ACCELERATION: Sds=1.0, Sd1=0.55
SITE CLASS: D
SEISMIC DESIGN CATEGORY: ❑
SEISMIC RESPONSE COEFFICIENT,Cs: 0.154
RESPONSE MODIFICATION COEFFICIENT,R: 6.5
EQUIVALENT LATERAL FORCE PROCEDURE (ASCE 7 12.8.1)
DESIGN BASE SHEAR: 7.6k
7. SOIL PROPERTIES
BEARING CAPACITY: 1,500 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.
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 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 3/8" 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 CLUE, 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.E. 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 0 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 DIAPHRAGMS.
10. STUD NOTCHING: BEARING - 25% NOTCH, 407. BORING (60% BORING a DBL) NON
BEARING - 40% NOTCH, 60% BORING HOLES NO CLOSER THAN 5/8" TO FACE OF STUD
CONCRETE. 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 TACK 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
HOLDOI]ITN SCHEDULE
MINIMUM
EDGE
FIELD
SOLE PLATE
SILL PLATE
MARK
SHEATHING
NAILING
NAILING
NAILING
CONN. 2 FND.
(14) SDS SCREWS 25' SSTB28 1 3/4'
7/16" CDX
7/8' DIA
(20) SDS SCREWS 25' SSTB28 1 3/4'
(2}16d 16"o/c
5/8"dia. ® 48" o.c.
ZL
ONE FACE
8d 0 6"o.c.
d 0 12"o.c.
(4)
w/ 2x BTM. PLATE
SIMPS❑N A35 CLIP AT EACH
7/16" CDX
FLOOR JOISTS/RO❑F RAFTERS
OUTRIGGER
(2)15d ® 12 "o/c
5/$„dia. 0 36" o.c.
GABLE END TRUSS -
ONE FACE
8d @ 4"o.c.
d @ 12"o.c.
WOOD
w/ 2x BTM. PLATE
®
7/16" CDX
7.
10d @ 6' O.C. BOTTOM
(2)164 ® 8 -o/c
5/8"dia. 0 30" o.c.
TRUSS CHORD TO WALL TOP
ONE FACE
8d 0 3"o.c.
Sd 0 12"o.c,
w/ 3x BTM. PLATE
®
15/32" CDX
SIMPSON A35 CLIP EACH END
(2)164 ® 8"o/c
5/8"dia. 0 24" o.c.
TRUSSES PER PLAN
ONE FACE
10d @ 4"o.c.10d
C 12"o.c.
l
w/ 3x BTM. PLATE
3FACEDx
(2)16d ® 6"o/c
1PLATEc
ONE
10d @ 3"o.c.10d
@ 12"o.c.
0
w/83x8 BTM.
SHEARWALL N❑TUt
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,
2, WHERE SHEATHING NAILING IS A ® OR GREATER, FOUNDATION 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 4.3A FOR
CD PLYWOOD AND HF#2 FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS OUTLINED
IN THE STRUCTURAL NOTES. OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY
THE STRL. ENGINEER.
4, H❑LDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS ❑F MANY
SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ❑N
THE PLANS, REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR ADDITIONAL
INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC.
5 ANCHOR BOLTS MUST BE EMBEDDED INTO 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).
G. EDGE OF ANCHOR BOLT WASHER SHALL BE WITHIN 112- OF SHEAR WALL SHEATHING
HIILD❑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.❑
4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE
EXPOSED TO SOIL OR WEATHER, FOR CONCRETE CAST AGAINST
SOIL PROVIDE 3' CLEAR TO ANCHOR BL1LT.
5. NAILS TO H❑LDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS
MAY BE USED WITH PRIOR WRITTEN APPROVAL BY THE STRUCTURAL
ENGINEER),
ROOF TRUSS
PER PLAN
DIAPH. EDGE
NAILING
1 0 EACH TRUSS
SHEARWALL--/
EDGE NAILING
B -TRUSS TO SHEARWALL CONN
NTS
(1)
HOLDOI]ITN SCHEDULE
MODEL
ANCHOR
BOLT
THRU BOLTS EMBEDMENT MIN. EDGE
OR NAILS LENGTH DISTANCE
HDU2
5/8' DIA
(6) SDS SCREWS 21' SSTB24 1 3/4'
HDU4
5/8' DIA
(10) SDS SCREWS 21' SSTB24 1 3/4'
HDUS
5/8' DTA
(14) SDS SCREWS 25' SSTB28 1 3/4'
HDU8
7/8' DIA
(20) SDS SCREWS 25' SSTB28 1 3/4'
HIILD❑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.❑
4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE
EXPOSED TO SOIL OR WEATHER, FOR CONCRETE CAST AGAINST
SOIL PROVIDE 3' CLEAR TO ANCHOR BL1LT.
5. NAILS TO H❑LDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS
MAY BE USED WITH PRIOR WRITTEN APPROVAL BY THE STRUCTURAL
ENGINEER),
ROOF TRUSS
PER PLAN
DIAPH. EDGE
NAILING
1 0 EACH TRUSS
SHEARWALL--/
EDGE NAILING
B -TRUSS TO SHEARWALL CONN
NTS
(1)
I.
16x1 @ 6' ❑,C,
2.
NOTES:
(2)
L
EDGE NAILING
FLOOR SHEATHING
2.
CONTINUOUS FASCIA WITH (2)
6.
SHEARWALL BELOW -
10d NAILS INTO EACH
SHEATH AND NAIL PER
DIAPHRAGM EDGE NAILING PER PLAN
OUTRIGGER @ 24' O.C.
(3)
3,
2x4 OUTRIGGER @ 24' ❑.0
3.
4,
(2) 10d NAILS PER TRUSS
(4)
5,
SIMPS❑N A35 CLIP AT EACH
(5)
FLOOR JOISTS/RO❑F RAFTERS
OUTRIGGER
JOIST
6.
GABLE END TRUSS -
(6)
Ir
SHEATHING AND NAILING PER
WOOD
BEAM PER PLAN
SHEARWALL SCHEDULE
(7)
7.
10d @ 6' O.C. BOTTOM
00
TRUSS CHORD TO WALL TOP
o R..
PLATE
B.
2x4 BRACE @ 48' O.C. WITH
SIMPSON A35 CLIP EACH END
9,
TRUSSES PER PLAN
12 -TRUSS GABLE END TRUSS
NTS
T�_TI==TT==71=;TT---I IT-��-Tf -IT-_T
I II II II II I I I!
! !I I! II If !1 II II 1
F` - 71_ _ Tr _ _ ,1Da---1 ! @-11 1 K 11 11 1
I II II I1 !I !I II 11 I
I II II fl 11 II 11 11 I
! II !I 11 11 II � II II I
F=:�1==:ff I 11 II II II I
1 11 11 11 II II II 41 I
! II 11 I! II II II II I
! II fl fl 11 11 11 f 1
! 11 !I E I! 11 II II 11 I
1 I! II 1! II II II I I
L- J1-4-11 --I L-4- _U IL J L.4- --a-[
ODOUBLE TOP PLATE w/ EDGE NAILING (STAGGER (F TOP PLATE SPLICE AND NAILING PER PLANS.
SEE SHEARWALL SCHEDULE FOR LUMBER GRADE, LAP 4'-0" MINIMUM. CENTER SPLICE ON STUD.
aB EDGE NAILING AT ALL PANEL EDGES. BACK w/ d HOLDOWN PER SCHEDULE AND PLAN
2x BLOCKING OR BACKING
PLATE SIZES
@EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) w� SOIEyRWALLLSCHEDUSTUD LEDREQUIREMENTS
STUDS ® 16" o.c. Q EDGE NAILING TO POSTS. TRIM STUDS
E@P.T. SILL PLATE w/ EDGE NAILING & ANCHOR AND KING STUDS
BOLTS PER SHEARWALL SCHEDULE (PROVIDE
A MINIMUM OF 5/8"dic. ANCHOR BOLTS 0 O BEARING STUD FOR HEADER
48" o.c.)
1 -TYPICAL W❑❑D SHEARWALL ELEVATION
NTS
1)
2)
3)
NOTES:
1. TOP PLATE SPLICE OVER
STUD ONLY.
2. DOUBLE TOP PLATE
3. WOOD STUDS
5 -TYPICAL SPLICE ❑F W❑OD TDP PLATE
NTS
N❑TESr
I.
16x1 @ 6' ❑,C,
2.
EDGE NAILING
3.
2x BLOCKING
4.
FLOOR SHEATHING
5.
JOISTS PER PLAN
6.
SHEARWALL BELOW -
SHEAR PANELS OVER RIM
SHEATH AND NAIL PER
DIAPHRAGM EDGE NAILING PER PLAN
SHEARWALL SCHEDULE
9-J❑IST AT W❑❑D STUD WALL
NTS
SIMPSON ST36 STRAP TIE ACROSS
TOP PL OR BEND VERT TO POST
DOUBLE TOP PLATE
(2) 16dBEAM
SIMPSON ST STRAP TIE SIMPSON LTP5 EA FACE
DOUBLE TOP PLATE BEAM DOUBLE 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 ❑N TOP PLATE
2 -TYPICAL W❑❑D BEAM T❑ W❑❑D FRAMING
MTS
rtti
3 -TYPICAL WO❑D FLUSH BEAM
NTS
NOTFS:
❑
1.
(1)
NOTES,
NOTES,
BASE
(2)
1.
FLD❑R/ROOF SHEATHING
I.
DOUBLE
EDGE NAILING
SHEAR PANELS OVER RIM
2.
DIAPHRAGM EDGE NAILING PER PLAN
2.
FLOOR
SHEATHING
(3)
3.
2x4 FLAT BLOCKING
3.
JOIST
PER PLAN
(4)
4,
FLOOR JOISTS/RO❑F RAFTERS
4.
JOIST
HANGER PER PLAN
:z
Ir
5.
WOOD
BEAM PER PLAN
ct
24
Q�
3 -TYPICAL WO❑D FLUSH BEAM
NTS
NOTFS:
❑
1.
SHEARWALL
PER PLAN
2,
BASE
PLATE NAILING
3,
SHEAR
PANEL EDGE NAILING
4.
BREAK
SHEAR PANELS OVER RIM
5.
16d @
6'o/c
6.
PLYWOOD SUBFL❑QR
7,
FLOOR
JOIST PER PLAN
8.
(2)2x
PLATE, PT BOTTOM PLATE
S -TYPICAL FLOOR TO FLOOR WALL CONN,
NTS
(1) NOTES!
(2} 1. FLOOR SHEATHING
2, DIAPHRAGM EDGE NAILING PER PLAN
(3) 3. 2x4 FLAT BLOCKING
(4) 4. FLOOR JOISTS
10 -TYPICAL FLOOR BLOCKING
NTS
SHEARWALL SHEA'
PER I
Bd/10d @ 6'o/c
SOLE PLATE NAILIN
8d/lOd @ 6'o/
8d/lod @ 6'a/
4 -TYPICAL W❑❑D FLO❑RIR❑❑F BLOCKING
NTS
FLOOR SHEATHING
NG
'JSTS
3/c TO TOP PLATE
7-FL❑❑R TO INT SHEARWALL
NTS
'o/c
6'a/c
11 -TYPE 3/4/5 SHEARWALL EDGE NAILING
NTS
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