HomeMy WebLinkAboutS0-2C-STANDARD SHEARWALL NOTES AND SCHEDULESNAIL BLOCK TO PLATES
ABOVE AND BELOW, AND
TO ADJACENT TRUSSES,
W/ (2) ROWS OF
(6) 0.131"x3" ON ALL FOUR
SIDES FOR SYP/DFL
MATERIAL. WHERE PLATES
OR TRUSSES ARE HF/SPF
OR FRT, USE (2) ROWS OF
(7) 0.131"x3" INSTEAD.
SHEAR BLOCK & DRAG TRUSS SCHEDULE
SHEATHING
NOTES:
1. SHEAR BLOCKING SHALL BE CONSTRUCTED BY THE TRUSS
MANUFACTURER OUT OF #2 SYP AND DESIGNED FOR A +/-2,000
POUND ALLOWABLE WIND SHEAR FORCE.
2. PROVIDE A MINIMUM OF TWO SHEAR BLOCKS @ EA. WALL.
3. WHEN FLOOR TRUSSES ARE PARALLEL TO SHEARWALLS, PROVIDE
A DRAG TRUSS DESIGNED FOR THE SHEAR CAPACITY OF THE WALL
SHEATHING BELOW. FOR 4x2 TRUSSES, NAIL TO WALLS ABOVE AND
BELOW PER THE SOLE PLATE NAILING SCHEDULE. FOR 2x4 TRUSSES,
CLIP TO THE WALLS ABOVE AND BELOW PER THE TYPICAL ROOF
DRAG TRUSS DETAIL SCHEDULE.
4. SHEAR BLOCKS MAY BE OMITTED OVER EXTERIOR SHEARWALLS
WHERE OSB SHEATHING IS INSTALLED PER ACCEPTABLE ALTERNATE
DETAIL. RE: STANDARDS.
5. SEE THE FIELD-BUILT SHEAR BLOCK DETAIL FOR AN ACCEPTABLE
ALTERNATE TO TRUSS BLOCKS.
6. WHERE NO SHEARWALL EXISTS ABOVE A SHEARWALL RE:
STANDARD DETAILS.TRUSS DEPTHCLEAR SPACE
BETWEEN TRUSSES
G5b
OR LESS
G6b
SINGLE-SIDED
SHEARWALL SIDES
DOUBLE-SIDED
# OF SHEAR BLOCKS REQUIRED
OSB
SINGLE-SIDED
DOUBLE-SIDED
(1) BLOCK PER 10' OF WALL LENGTH,
2 MIN
(1) BLOCK PER 5' OF WALL LENGTH,
2 MIN
(1) BLOCK PER 8' OF WALL LENGTH,
2 MIN
(1) BLOCK PER 4' OF WALL LENGTH,
2 MIN
CONTINUOUS SHEAR BLOCKSSINGLE-SIDED
DOUBLE-SIDED CONTINUOUS SHEAR BLOCKS
SW-X (25)
SHEARWALL MARK LENGTH OF SHEARWALL
RE: SHEARWALL SCHEDULE
SHEARWALLS ARE INDICATED
DIRECT SHEARWALL CALL OUT NOTATION
1st: W5 (25)
WALL SHEATHING LENGTH OF SHEARWALL (FEET)RE: WALL SHEATHING SCHEDULE
SHEARWALLS ARE INDICATED
H1 H1
RE: HOLDOWN & STRAP SCHEDULE
HOLDOWN (H) OR STRAP (S) MARK
FLOOR LEVEL
SCHEDULED SHEARWALL CALL OUT NOTATION
SHEARWALL CALL OUT LEGEND
NOTES:
1. SHEARWALL MARKS AND SHEATHING CALLOUTS ARE SHOWN ON
THE SIDE OF THE SHEARWALL THAT RECEIVES THE SCHEDULED
SHEATHING AND NAILING PATTERN.
2. HOLDOWNS AND STRAPS SHALL BE INSTALLED ON WIND POSTS AT
THE ENDS OF WALLS U.N.O.
(FEET)
WITH THIS WALL SHADING
WITH THIS WALL SHADING
WALL SHEATHING SCHEDULE
MARK SHEATHING
7" 7" B N/A
G3 7" 115 plf
6" 12" F
N/A
W3 532 plf
W5 12" F 686 plf
7"
3"
D
G5b 4" 175 plf4" D
G1b 4" 7" B 200 plf
G6b 250 plf5/8" GYPSUM BASE PLY: D
FACE PLY: E
DBL LAYER BASE PLY: 9"
FACE PLY: 7"
BASE PLY: 9"
FACE PLY: 7"
4"
2"
W7 12" F 823 plf2" 2"
N/A
380 plf
490 plf
589 plf
N/A
115 plf
175 plf
200 plf
250 plf
5/8" GYPSUM
3" 4" G3"
4" 12" F3"
2" 4" G2"
WALL
W1 6" 12" F 364 plf4"
260 plf3" 4" G3"
INT. NON SHEAR
BOUNDARY
FASTENER
SPACING
FIELD
FASTENER
SPACING
ALLOWABLE
FASTENERS
WIND SHEAR
VALUE
SEISMIC SHEAR
VALUE
W9
EXT. NON SHEAR
WALL 7/16" OSB
7/16" OSB
7/16" OSB
7/16" OSB
7/16" OSB
15/32" OSB 2" 2" 12" H 991 plf 708 plf
NOTES:
1. FASTENER SIZES SHALL BE AS FOLLOWS (FOR SHEARWALL LOCATIONS WHERE THE ARCHITECTURAL ASSEMBLY REQUIRES A BASE GYPSUM
LAYER, INCREASE FASTENER LENGTH TO MAINTAIN THE SAME EMBEDMENT.)
B - 6d GALVANIZED COOLER NAIL (0.092"X1-7/8" LONG, 1/4" HEAD)
OR WALLBOARD NAIL (0.0915" X 1-7/8" LONG, 19/64" HEAD)
OR 0.120" NAIL X 1-3/4" LONG, MIN 3/8" HEAD
C - 5d COOLER NAIL (0.086"X1-5/8" LONG, 15/64" HEAD)
OR WALLBOARD NAIL (0.086" X 1-5/8" LONG, 9/32" HEAD)
OR 0.120" NAIL X 1-1/2" LONG, MIN 3/8" HEAD
D - 6d COOLER NAIL (0.092"X1-7/8" LONG, 1/4" HEAD)
OR WALLBOARD NAIL (0.0915" X 1-7/8" LONG, 19/64" HEAD)
OR 0.120" NAIL X 1-3/4" LONG, MIN 3/8" HEAD
E - 8d COOLER NAIL (0.113"X2-3/8" LONG, 0.281" HEAD)
OR WALLBOARD NAIL (0.113" X 2-3/8" LONG, 3/8" HEAD)
OR 0.120" NAIL X 2-3/8" LONG, MIN 3/8" HEAD
F - 8d COMMON NAIL
OR 0.131" x 3" NAIL
G - 16 GUAGE, 7/16" CROWN, 2" LEG STAPLE, INSTALLED PARALLEL TO FRAMING MEMBER
H - 10d COMMON NAIL
OR 0.148" x 3" NAIL
2. NAILS SHALL NOT TEAR THE PAPER OF GYPSUM SHEARWALLS.
3. NAILS AND STAPLES SHALL BE DRIVEN FLUSH, AND NOT PAST FLUSH WITH THE FACE OF THE OSB SHEATHING.
4. MATERIAL THICKNESS AND FASTENER SIZES+SPACING SHOWN ARE MINIMUMS. VERIFY ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL
DRAWINGS.
5. PLYWOOD MAY NOT BE SUBSTITUTED FOR ORIENTED STRAND BOARD (OSB).
6. "BOUNDARY FASTENER SPACING" REFERS TO ATTACHMENT REQUIRED ALONG ALL THE SUPPORTED EDGES OF EACH SHEATHING PANEL
SHEET. (3/8" MIN. FROM PANEL EDGE.)
7. "FIELD FASTENER SPACING" REFERS TO ATTACHMENT REQUIRED ALONG ALL INTERMEDIATE SUPPORTS BEHIND EACH SHEATHING PANEL
SHEET.
8. ALL SHEARWALL SHEATHING MUST HAVE ALL FREE EDGES SUPPORTED BY BLOCKING OR THE PANELS MUST BE ORIENTED VERTICALLY AND
SIZED TO EXTEND ENTIRELY FROM BOTTOM TO TOP PLATE SUCH THAT NO EDGES ARE LEFT UNSUPPORTED. GYPSUM END JOINTS ON STUDS
MUST BE STAGGERED.
9. SHEARWALL VALUES SHOWN ARE APPLICABLE TO SDC, A, B, OR C ONLY.
10. ALL SHEARWALLS WITH NAILING OR STAPLING @ 2" O.C.REQUIRE DOUBLE STUDS AT ALL PANEL JOINTS STITCHED TOGETHER WITHOUT .131"
x 3" @ 2" O.C. STAGGERED.
11. SHEATH ALL EXTERIOR WALLS WITH OSB U.N.O.
12. OSB AS UPLIFT HARDWARE ALTERNATIVE DETAIL MAY GOVERN OVER NAILING SHOWN WHEN APPLICABLE, SEE DETAIL.
13. AT FTAO SHEARWALLS, CONTINUE SHEATHING FULL WALL LENGTH ABOVE AND BELOW OPENING(S).
5/8" GYPSUM
5/8" GYPSUM
SPF/HF
STUDS
SYP/DFL
STUDS
WALLBOARD
5/8" GYPSUM
SHEATHING (EXT)
WALLBOARD
WALLBOARD
WALLBOARD
SILL & SOLE PLATE ANCHORAGE SCHEDULE
ANCHORAGETYPE OF WALL
W3 SHEARWALL
W5 SHEARWALL
NON-SHEARWALL 0.145" X 2-7/8" PAF
W3 SHEARWALL
W5 SHEARWALL
NON-SHEARWALL 0.131"X3" NAILS
W3 SHEARWALL
W5 SHEARWALL
(2) 0.131"X3" NAILS
(2) 0.131"X3" NAILS
(2) 0.131"X3" NAILS
(2) 0.131"X3" NAILS
G5bSHEARWALL
W1 SHEARWALL
@ 48" O.C.
@ 48" O.C.
@ 32" O.C.
@ 22" O.C.
@ 17" O.C.
@ 20" O.C.
@ 20" O.C.
@ 20" O.C.
@ 20" O.C.
@ 8" O.C.
@ 6" O.C.
@ 4" O.C.
@ 48" O.C.
@ 42" O.C.
@ 20" O.C.
@ 14" O.C.
@ 12" O.C.
@ 20" O.C.
@ 16" O.C.
W7 SHEARWALL (2) 0.131"X3" NAILS @ 3" O.C.
W7 SHEARWALL
W7 SHEARWALL @ 12" O.C. @ 9" O.C.
G1b,G3,G5b SHEARWALL
G6b,W1 SHEARWALL
G1b,G3,G5b SHEARWALL
G6b,W1 SHEARWALL
SILL PLATES ( ON CONCRETE )
SOLE PLATES ( ON WOOD )
LOCATION
ANCHOR SPACING
1/2" SILL BOLTS
OR MASA
NON-UPLIFT
CONDITION
UPLIFT
CONDITION
1/2" SILL BOLTS
OR MASA
1/2" SILL BOLTS
OR MASA
1/2" SILL BOLTS
OR MASA
1/2" SILL BOLTS
OR MASA
1/2" SILL BOLTS
OR MASA
W9 SHEARWALL @ 10" O.C. @ 7 1/2" O.C.1/2" SILL BOLTS
OR MASAEXTERIOR WALLS(2) 0.145" X 2-7/8"
PAF
W9 SHEARWALL @ 7 1/2" O.C.INTERIOR WALLS ALL WALLS @ 2 1/2" O.C.(2) 0.131"X3" NAILS W9 SHEARWALL
@ 9" O.C.
@ 12" O.C.
@ 14" O.C.
@ 24" O.C.@ 36" O.C.
@ 22" O.C.
@ 17" O.C.
@ 12" O.C.
@ 10" O.C.
NON-SHEARWALL
NOTES:
1. SHEARWALLS SHEATHED ON BOTH SIDES SHALL USE TWICE THE
ANCHORS REQUIRED BY THE MOST STRINGENT SCHEDULED
ANCHORAGE OF THE SIDES INDIVIDUALLY.
2. THE 1/2" WET-SET BOLTS SCHEDULED ABOVE SHALL BE
GALVANIZED AND HAVE A MIN 1" HOOK EMBEDDED AT LEAST 7" AND
BE FITTED WITH A STANDARD WASHER AND NUT.
3. THERE SHALL ALWAYS BE ONE PLATE ANCHOR PLACED NOT MORE
THAN 12" NOR LESS THAN 4" FROM EACH END OF EACH SILL PIECE.
THERE SHALL BE A MINIMUM OF TWO (2) ANCHORS PER SILL PIECE.
ANCHORS SHALL BE AT LEAST 1" FROM THE EDGE OF THE PLATE.
4. ANCHOR SHALL HAVE 1 1/2" EMBEDMENT INTO PT SLAB.
5. THE MASA AND 1/2" WET-SET SILL BOLTS SCHEDULED ABOVE MAY
BE REPLACED WITH 1/2" X 6" SIMPSON TITEN HD ANCHORS ON A 1:1
BASIS.
6. EXPANSION ANCHORS SHALL NOT BE USED.
7. PAF ANCHORS SHALL BE HILTI X-CP.
8. SILL BOLTS AND TITEN HD ANCHORS IN WOOD PANEL SHEARWALLS
SHALL HAVE STANDARD CUT WASHERS ON TOP OF 0.229" X 3" X 3"
MIN. PLATE WASHERS SIZED+PLACED TO HAVE A SIDE OF THE PLATE
WITHIN 1/2" OF SHEATHED SIDE(S) OF PLATE, UTILIZING DIAGONALLY
SLOTTED HOLES. (NOT REQ'D FOR MASA OR NON-SHEARWALL
APPLICATIONS.)
9. NO MORE THAN 1/3 OF MASA ANCHORS MAY HAVE A ONE LEG UP
INSTALLATION.
10. PLATES MUST BE SYP OR DFL MATERIAL.
11. APPLICABLE TO SDC A & B ONLY.
12. SEE UPLIFT CONNECTION DETAILS FOR LOCATIONS THAT REQUIRE
UPLIFT CONDITION ANCHOR SPACING
3/8"X3 1/2" LONG
TITEN HD
4
3/8"X3 1/2" LONG
TITEN HD
4
3/8"X3 1/2" LONG
TITEN HD
4
3/8"X3 1/2" LONG
TITEN HD
4
3/8"X3 1/2" LONG
TITEN HD
4
SILL PLATES ( ON SLAB ON GRADE )
NON-SHEARWALL 0.145" X 2-7/8" PAF
W3 SHEARWALL
W5 SHEARWALL
@ 20" O.C.
@ 20" O.C.
@ 20" O.C.
@ 16" O.C.
W7 SHEARWALL
G1b,G3,G5b SHEARWALL
G6b,W1 SHEARWALL
(2) 0.145" X 2-7/8"
PAF
W9 SHEARWALL N/AINTERIOR WALLS N/A
N/A
N/A
N/A19"
13"
10"
8"
7"3/8"X3 1/2" LONG
TITEN HD
4
3/8"X3 1/2" LONG
TITEN HD
4
3/8"X3 1/2" LONG
TITEN HD
4
3/8"X3 1/2" LONG
TITEN HD
4
3/8"X3 1/2" LONG
TITEN HD
4
SILL PLATES ( ON PODIUM )
STANDARD
SHEARWALL
NOTES AND
SCHEDULES
NTS
S0-2C
SHEET NUMBER
NORTH END
APARMENTS
SMOKY ROW
ROAD & U.S. 31
CARMEL,IN
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.003.20H
CAD / ENG
The words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already becauscree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obedienin the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Co
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