|
BLOCKED DIAPHRAGM
<br />WHERE INDICATED
<br />BOUNDARY
<br />NAILING
<br />BLOCKED CONTINUOUS
<br />PANELJOINT
<br />INTERMEDIATE
<br />NAILING
<br />NOTE:
<br />*PROVIDE Y8, GAP @ TYP. PANEL JOINT
<br />H1.1
<br />N u
<br />TYPICAL CONTINUOUS
<br />PANEL JOINT
<br />i
<br />u ` TOP PLATE
<br />4— 'BOTHER" PANEL
<br />EDGE NAILING
<br />�r JOIST/TRUSS
<br />DIAPHRAGM NAILING SCHEDULE
<br />NAIL SPACING
<br />NAIL SPACING AT
<br />AT BOUNDARIES
<br />INTERMEDIATE
<br />NAIL SPACING
<br />BIJtG
<br />SIZE OF
<br />AND 'OTHER"
<br />FP_kMING
<br />AT BLOCKED
<br />LOCATION
<br />SHEATHING
<br />REQD
<br />NAIL
<br />PANEL EDGES
<br />MEMBERS
<br />PANEL JOINTS
<br />ROOF
<br />SEE STRUCT
<br />NOTES
<br />NO
<br />10d
<br />6" OC
<br />12" OC
<br />6" OC
<br />SUB-FLR
<br />NO
<br />1od.& GLUE
<br />6" OC
<br />12" OC
<br />6" OC
<br />DIAPHRAGM NOTES
<br />L ALL DIAPHRAGM SHEATHING IS TO BE STAGGERED IN THE DIRECTION OF THE PLYWOOD SPAN PER
<br />DIAPHRAGM DETAIL
<br />2. PROVIDE BOUNDARY NAILING_ CONTINUOUS AROUND THE ENTIRE PERIAMER-OF THE.DUPHRAGM
<br />3. NAILS SHALL BE COMMON OR GALVANIZED BOX
<br />4. ALL FRANUNG MEMBERS SHALL BE Zx MINIMUM NOMINAL WIDTH
<br />A35 E.S. AT
<br />BEAM AND
<br />POST TYP.
<br />U.
<br />TYP. PLY. DIAPHRAGM NAILING
<br />SCALE 1/4' = 1'—U'
<br />CS 16 TYP
<br />'OST PER I
<br />(9) CS 1F, TYP
<br />STUD E.S. SHIM
<br />AS REQ'D
<br />POST AND POST
<br />CAP PER PLAN &
<br />DETAIL
<br />NOTE:
<br />BALANCE OF
<br />FRAMING
<br />NOT SHOWN FOR CLARITY
<br />ITYP.
<br />STRAP
<br />AT
<br />BEAM
<br />SCALE 1/2' _
<br />SOLID BLK. @ SEE TYP. STUD
<br />SEE PLAN FOR HEADER LOCATIONS W/0�WALL FRAMING DET.
<br />SIZE PLWD. EDGE FOR HEADER
<br />FIELD NAIL SEE
<br />PLANS, TYP.
<br />SEE PLANS FOT
<br />STUD SIZE Cc
<br />ALL PLWD
<br />EDGE:
<br />EDGE NAIL, SEE —
<br />PLANS, TYP.
<br />2X TRIMMER
<br />PER PLAN
<br />16d 0
<br />2X T
<br />PLAN
<br />HOLD
<br />PLAN
<br />SILL BOLT, SEE PLANS, TYP-
<br />9
<br />P.T. SILL
<br />-6224 TYP@
<br />]EAR WALL
<br />'ENING
<br />OLDOWN NAILING
<br />SOWN POST
<br />12" O.C.
<br />ZIMMER
<br />'N
<br />OR
<br />TS COL. SEE
<br />S & TYP. DETS.
<br />DWN ANCORS
<br />E OCCURS SEE
<br />3 & TYP. DETS.
<br />2-16d NAILS 2-2x TOP
<br />TYP. PLATE MIN.
<br />16d @ 16' O.C. HEADER PER
<br />TYP. ` PLAN, TYP.
<br />WOOD BEAM DIRECTLY —
<br />IN -LINE W/ WALL,
<br />ORIENTATION AS OCCURS
<br />3-16d AT 4x4,
<br />SIMPSON MTS20
<br />a
<br />w
<br />4-16d ALL
<br />2X TRIMMER
<br />OR SIMPSON EPC
<br />w
<br />OTHERS TYP.
<br />PER PLAN
<br />w
<br />WOOD POST PER
<br />F
<br />PLAN
<br />16d @ 12"
<br />STAGG.
<br />WOOD BEAM DIRE
<br />3
<br />IN -LINE W/ WALL
<br />-16d TOE NAILS
<br />ORIENTATION AS
<br />°
<br />OCCURS (GIRDER
<br />WS.W.
<br />G
<br />TRUSS @ SIM.
<br />x P.T. SILL
<br />CONDITION)
<br />LATE MIN. SEE
<br />WHERE
<br />SINGLE STUD
<br />SCHEDULELK
<br />SIMPSON MTS20-
<br />OR CRIPPLE
<br />BEARS ON AT
<br />FOR 3x
<br />CONCRETE SLAB
<br />BOLT
<br />OR WASHER,
<br />REQUIREMENTS.
<br />WOOD POST PER
<br />BLOCK
<br />TO ADJACENT
<br />SEE PLAN FOR HEADER SIZES WHERE NOTED.
<br />PLAN
<br />STUDS
<br />W/2-16d EA,
<br />CMST12 OR
<br />STRAP PER PLAN
<br />(CTR. AT END OF
<br />TOP PLATES)
<br />UI:I�BIa»:11i.`
<br />2 OR
<br />'PER PLAN
<br />AT WALL
<br />BL. TOP PLATES
<br />END TYP. SEE STUD WALL FRAMING ELEVATIONS FOR NOTE:
<br />NOTES: 1. HEADERS KINGSTUDS AND OTHER REFERENCES ON PLAN GOVERN OVER TYPICAL DETAIL MIN. HEADER & TRIMMER SIZES. BALANCE OF FRAMING NOT SHOWN FOR CLARITY
<br />2. SEE SHEAR WALL PLYWOOD NAILING DETAIL FOR ADDITIONAL INFORMATION
<br />3. AT WOOD FRAMED WALLS USE SILL CONNECTION PER SHEAR WALL SCHEDULE TYP. STUD WALL OPENING FRAMING TYP. TIE STRAP CONN. DETAILS
<br />TYP. SHEAR WALL FRAMING
<br />SCALE 1/4' = Y-0"
<br />SHEAR WALL SCHEDULE
<br />MARK
<br />SHEATHING
<br />SIDE
<br />PANEL NAILING
<br />PANEL
<br />BLOCKING
<br />SILL
<br />PLATE
<br />ANCHOR
<br />(MIN. 7"
<br />BOLTS
<br />EMBED)
<br />SHEAR CLIP
<br />VALUE
<br />(PLF)
<br />SIZE
<br />EDGE
<br />FIELD
<br />APA RATED
<br />SIMPSON
<br />SHEATHING WITH
<br />SHEATHING
<br />STUDS @ 16" O.C.
<br />ONE
<br />8d
<br />6" O.C.
<br />12" O.C.
<br />2x
<br />2x
<br />5/8" x 10"
<br />@ 48"
<br />O.C.
<br />4/A3
<br />LTP4/A35
<br />@ 18" O.C.
<br />230
<br />�q
<br />APA RATED
<br />3x
<br />SIMPSON
<br />SHEATHING
<br />SHEATHING WITH
<br />STUDS @ 16" O.C.
<br />ONE
<br />8d
<br />4" O.C.
<br />12" O.C.
<br />3x
<br />5/8" x 12"
<br />@ 42"
<br />O.C.
<br />LTP4/A35
<br />@ 18" O.C.
<br />380
<br />�g
<br />(2) 2x
<br />APA RATED
<br />3x
<br />SIMPSON
<br />SHEATHING
<br />SHEATHING WITH
<br />STUDS @ 16" O.C.
<br />ONE
<br />8d
<br />3" O.C.
<br />12" O.C.
<br />3x
<br />5/8" x 12"
<br />@ 36"
<br />O.C.
<br />LTP4/A35
<br />@ 16' O.C.
<br />420
<br />(2) 2x
<br />APA RATED
<br />3x
<br />SIMPSON4A3
<br />SHEATHING
<br />SHEATHING WITH
<br />ONE
<br />10d
<br />3" O.C.
<br />12" O.C.
<br />3x
<br />5/8" X 12"
<br />@ 24"
<br />O.C.
<br />LTP4/A35
<br />560
<br />STUDS @ 16" O.C.
<br />(2) 2x
<br />@ 12" O.C.
<br />APA RATED
<br />3x
<br />SIMPSON
<br />SHEATHING
<br />SHEATHING WITH
<br />TWO
<br />8d
<br />6" O.C.
<br />12" O.C.
<br />3x
<br />5/8" X 12"
<br />@ 32"
<br />O.C.
<br />LTP4 E.F.
<br />520
<br />e
<br />STUDS @ 16" D.C.
<br />(2) 2x
<br />@ 24" O.C.
<br />APA RATED
<br />3x
<br />SIMPSON
<br />SHEATHING WITH
<br />STUDS @ 16" O.C.
<br />TWO
<br />8d
<br />4" O.C.
<br />12" O.C.
<br />3x
<br />5/8" x 12"
<br />@ 24"
<br />O:C.
<br />LTP4 E.F.
<br />@ 18" O.C.
<br />760
<br />eT
<br />(2) 2x
<br />APA RATED
<br />3x
<br />SIMPSON
<br />SHEATHING WITH
<br />TWO
<br />8d
<br />3" O.C.
<br />12" O.C.
<br />3x
<br />5/8" x 12"
<br />@ 16"
<br />O.C.
<br />LTP4 E.F.
<br />980
<br />eT
<br />STUDS @ 16" O.C.
<br />(2) 2x
<br />@ 16" O.C.
<br />APA RATED
<br />3x
<br />SIMPSON
<br />SHEATHING WITH
<br />STUDS @ 16" O.C.
<br />TWO
<br />tOd
<br />3" O.G.
<br />12" O.C.
<br />3x
<br />5/8" x 12"
<br />@ 12"
<br />O.C.
<br />LTP4 E.F.
<br />@ 12" O.C.
<br />1,200
<br />eT
<br />(2) 2x
<br />NOTES:
<br />1. SOME SHEAR WALLS LISTED MAY NOT BE USED IN THIS PROJECT. REFER TO PLAN FOR TYPES USED.
<br />2. 8d NAIL = 2 1/2" x 0.131" COMMON OR 2 1/2" x 0.113" GALVANIZED BOX.
<br />10d NAIL = 3" x 0.148" COMMON OR 3" x 0.128" GALVANIZED BOX.
<br />3. IF ANCHOR BOLT SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1) ANCHOR BOLT
<br />WITHIN 12" OF EACH END.
<br />4. NAIL SIZES SHOWN ARE FOR COMMON NAILS OR GALVANIZED BOX. POWER DRIVEN NAILS SHALL COMPLY WITH ESR 1539
<br />FOR RECOMMENDED SPACING AND
<br />INSTALLATION TO COMPLY WITH THE ABOVE SHEAR WALL SCHEDULE.
<br />5. SILL PLATE ANCHORS SHALL INCLUDE A STEEL PLATE WASHER NOT LESS THAN 0.229"x3"x3"
<br />IN SIZE PER AF&PA SDPWS
<br />SECTION
<br />4.3.6.4.3. THE HOLE
<br />IN THE
<br />PLATE WASHER SHALL BE PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT
<br />DIAMETER
<br />AND A SLOT LENGTH
<br />NOT TO
<br />EXCEED 1-3/4", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER
<br />AND THE NUT. THE PLATE
<br />WASHER SHALL EXTEND TO WITHIN
<br />Y2"
<br />OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING.
<br />6. IN SEISMIC DESIGN CATEGORY D, E, OR F. WHERE SHEAR DESIGN VALUES EXCEED 700 POUNDS PER LINEAR FOOT (350
<br />PLF ASD),
<br />ALL FRAMING MEMBERS
<br />RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER, OR TWO
<br />2-INCH
<br />NOMINAL MEMBERS FASTENED
<br />TOGETHER IN ACCORDANCE WITH SECTION 2306.1 TO TRANSFER THE DESIGN SHEAR VALUES
<br />BETWEEN FRAMING MEMBERS.
<br />WOOD STRUCTURAL PANEL JOINT
<br />AND
<br />SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.
<br />7. WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN
<br />6" O.C. ON EITHER SIDE, PANEL JOINTS
<br />SHALL BE OFFSET TO FALL
<br />ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING
<br />MEMBERS SHAL BE 3" NOMINAL OR
<br />GREATER AT ADJOINING
<br />PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED.
<br />8. SHEAR WALL NAILING MUST BE INSTALLED SUCH THAT THE NAIL HEAD OR CROWN IS FLUSH
<br />WITH THE SURFACE OF SHEATHING. OVERDRIVEN OR OVER
<br />PENETRATED NAILS WILL NOT BE ALLOWED OR COUNTED AS APPROPRIATE NAILING.
<br />SHEAR WALL SCHEDULE
<br />SCALE NTS
<br />SCALE 1/2' = Y-0"
<br />SCALE 1/2" = 1'-0"
<br />HOLDOWN SCHEDULE
<br />MARK
<br />HOLDOWN
<br />WOOD
<br />WOOD
<br />ANCHOR
<br />ANCHOR BOLT
<br />COMMENTS
<br />VALUE
<br />MEMBER
<br />FASTENER
<br />BOLT
<br />EMBEDMENT (IN)
<br />SEE NOTES BELOW
<br />(LBS)
<br />NONE
<br />0
<br />REQUIRED
<br />SIMPSON
<br />MST37
<br />(2) 2x
<br />(22) 16d NAILS
<br />1/2 TOP & BOT.
<br />N/A
<br />N/A
<br />WRAP & NAIL STRAP TO
<br />BEAM/HEADER BELOW
<br />2,135
<br />AS REQUIRED
<br />2
<br />SIMPSON
<br />MST48
<br />(2) 2x
<br />(32) 16d NAILS
<br />1/2 TOP & BOT.
<br />N/A
<br />N/A
<br />WRAP & NAIL STRAP TO
<br />BEAM/HEADER BELOW
<br />3,425
<br />AS REQUIRED
<br />3
<br />SIMPSON
<br />MST60
<br />(2) 2x
<br />(48) 16d NAILS
<br />1/2 TOP & BOT.
<br />N/A
<br />N/A
<br />WRAP & NAIL STRAP TO
<br />BEAM/HEADER BELOW
<br />4,830
<br />AS REQUIRED
<br />WRAP & NAIL STRAP TO
<br />SIMPSON
<br />CMST12
<br />(1) 4x
<br />(86) 16d NAILS
<br />1/2 TOP & BOT.
<br />N/A
<br />N/A
<br />BEAM/HEADER BELOW
<br />AS REQUIRED
<br />9,215
<br />4
<br />39" END LENGTH
<br />SIMPSON
<br />LSTHD8 OR
<br />(2) 2x
<br />SEE NOTES
<br />(24) 16d SINKERS
<br />N/A
<br />8"
<br />SEE NOTES 1, 2, 3, AND 4
<br />USE (3) 2x AT CORNERS
<br />1,220
<br />LSTHD8RJ
<br />6
<br />SIMPSON
<br />HDU2-SDS2.5
<br />(2) 2x
<br />(6) SIMPSON
<br />SDS SCREWS
<br />5/8" DIA.
<br />SIMP. SSTB16
<br />12-5/8°
<br />SEE NOTES 1, 2, 3, AND 4
<br />2215
<br />\7/
<br />SIMPSON
<br />HDU4-SDS2.5
<br />(2) 2x
<br />(14) SIMPSON
<br />SDS SCREWS
<br />5/8" DIA.
<br />SIMP. SSTB20
<br />16-5/8"
<br />SEE NOTES 1, 2, 3, AND 4
<br />3285
<br />8
<br />SIMPSON
<br />HDU5-SDS2.5
<br />(2) 2x
<br />(14) SIMPSON
<br />SDS SCREWS
<br />5/8" DIA.
<br />SIMP. SSTB24
<br />20-5/8"
<br />SEE NOTES 1, 2, 3, AND 4
<br />4340
<br />9
<br />SIMPSON
<br />HDU8-SDS2.5
<br />(1) 4x
<br />(20) SIMPSON
<br />SDS SCREWS
<br />7/8" DIA.
<br />SIMP. SB7/8x24
<br />18"
<br />SEE NOTES 1, 2, 3, AND 4
<br />5820
<br />10
<br />SIMPSON
<br />HHDQ11-SDS2.5
<br />(1) 6x
<br />(24) SIMPSON
<br />SDS SCREWS
<br />1" DIA. A307
<br />THREADED ROD
<br />de = 16"
<br />W = 48"
<br />SEE NOTES 1, 2, 3, 4 AND 5
<br />8030
<br />SIMPSON
<br />HHDQ14-SDS2.5
<br />(1) 6x
<br />(30) SIMPSON
<br />SDS SCREWS
<br />1" DIA. A307
<br />THREADED ROD
<br />de = 16"
<br />W = 48"
<br />SEE NOTES 1, 2, 3, 4 AND 5
<br />12775
<br />2
<br />SIMPSON
<br />HDU14-SDS2.5
<br />(1) 6x
<br />(36) SIMPSON
<br />SDS SCREWS
<br />1" DIA. A307
<br />THREADED ROD
<br />de = 16"
<br />W = 48"
<br />SEE NOTES 1, 2, 3, 4 AND 5
<br />12425
<br />NOTES:
<br />1. DOUBLE STUDS ARE REQUIRED AT HOLDOWNS UNLESS NOTED OTHERWISE. DOUBLE STUDS SHALL BE LAMINATED TOGETHER WITH 16d NAILS AT 6" O.C. FULL
<br />HEIGHT (TYPICAL).
<br />2. PROVIDE HOLDOWN NOTED WITHIN 6" FROM EACH END OF EACH SHEAR WALL SHOWN ON PLANS.
<br />3. ADD (2) EXTRA VERTICAL DOWEL WITH STANDARD HOOK IN FOOTING AT EACH ANCHOR BOLT LOCATION.
<br />4. ADJUST FOOTING AND STEM WALL HEIGHT TO ACCOMMODATE ANCHOR BOLT EMBEDMENT REQUIREMENTS,
<br />5. ADJUST FOOTING AND STEM WALL HEIGHT TO ACCOMMODATE ANCHOR BOLT EMBEDMENT REQUIREMENTS.
<br />6. SEE THREADED ROD ANCHOR DETAIL.
<br />7. FOR EXISTING STEM WALL, DRILL AND EPDXY ANCHOR. USE A307 THREADED ROD WITH SIMPSON SET-XP EPDXY. SEE PLANS AND DETAILS FOR REQUIRED
<br />EMBEDMENT.
<br />8. ALL HOLDOWN ANCHORS AND BOLTS SHALL BE INSTALLED IN THE CORRECT LOCATION IN THE TOP OF THE CONCRETE WALL AND SECURED TO THE FORMS
<br />PRIOR TO CONCRETE INSTALLATION. THERE IS NO PRACTICAL SOLUTION TO POST -INSTALLED HOLDOWN ANCHORS IN THE TOP OF THE 8" CONCRETE STEM
<br />WALL. NO EPDXY OR MECHANICAL ANCHOR BOLT ALTERNATIVES WILL BE OFFERED FOR MISSING OR MISPLACED EMBEDDED ANCHORS. CONCRETE FOOTINGS
<br />AND STEM WALLS MAY HAVE TO BE REMOVED AT CONTRACTOR'S EXPENSE TO MITIGATE MISPLACED, MISALIGNED, OR MISSING HOLDOWN ANCHORS OR BOLTS.
<br />HOLDOWN SCHEDULE
<br />SCALE NITS
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<br />Drawn By:
<br />Drawing Title:
<br />TYPICAL STRUCTURAL
<br />DETAILS
<br />Sheet
<br />S3.1
<br />
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