Q - CAD
1. 2X BLOCKING
1
5"
1. ROOF SHEATHING
3
NOTE: AVOID OPENING IN SHEAR WALLS
" MAX. NAIL EXPOSURE @
GAP.
2
5" 4
3 8
2.
12" MAX.
16
2
SHEAR WALL E.N. UNLESS STRAP IS PLACED ON TOP OF PLYWOOD.
D0087
SHEAR
TRANSFER
BLK'G. & E.N. IS REQ'D.
E.N.
FOR HOLES IN SHEAR WALLS GREATER THAN
9" SQ.. NO MORE THAN
TYPICAL BOUNDARY NAILING
ONE HOLE LARGER
" TO EDGE OF POST STUD & 3 " TO EDGE OF 8
MIN.
END NAIL TO EACH TRUSS.
3 8
THAN 9" SQ. IS ALLOWED IN EA.
PLYWOOD
EDGE NAIL ALONG STUD ON EACH SIDE OF OPENING
13
WALL PLYWD. SPLICE W/
" GAP
2X PRESSURE BLKG. W/ 16D'S TO GIRDER TRUSS & (3) 16D'S
EDGE NAIL TO BLK'G. TO MATCH
BEVELED ON TOP AS REQ'D.
1 8
USED TO CONNECT BLKG. TO TRUSS IN LIEU OF NAILING.
DO NOT OVER-CUT ANY FRAMING MEMBER.
1
TRUSS TOP CHORD UNDER ROOF SHEATHING WHEN NOT
2X FLAT BLKG. @ SHEAR
NOTE: A35 @ 24" O.C., CAN BE
ONE STUD BAY OR 16".
4. 2X BLK'G., LEDGER, R/R. OR
2X FLOATER
@ SHEAR TRUSS.
MAX. WIDTH OF OPENING TO BE
MEMBER.
4
2X SHAPED BLKG. (SEE 13/SN-2 FOR ALT.) W/ 16D'S @ 8" O.C.
W/ LENGTH LESS THAN 4'-0"
3. INCREASE NAILING TO 8D'S @ 3" O.C. ON NON-BEVELED
PER PLAN.
HORIZONTAL LINE IN SHEAR WALLS. STAGGER
STUD WIDTH
HOLES IF SUCH
2
CONDITION OCCURS. 3
2. PLYWOOD TREADS & RISERS
(MIN. 43 ").
FIELD FIX
3. 2 X 4 THRUST PLATE ANCHORED
FOUNDATION PLAN). SECURE STRINGER TO 2 X 4 PLATE W/ (3) 16D TOE NAILS.
4
5. PLYWOOD SUBFLOOR 6. APPROVED METAL HANGERS
5
4
12
CONT. RIM JOIST AT ALL
"
7
11. 6" MIN. @ NOTCH NO OVERCUT.
NOTE: BORED HOLES NOT PERMITTED
12. 2 X 6 LEDGER W/ (4) 16D'S PER
IN MORE THAN TWO CONSECUTIVE
D0002N
14
2. GUARDRAIL W/
5
SCREWS.
3.
1 2
3 8
EXTERIOR & BEARING WALLS
4"
2 X 4
1
2 X 6
23"
35"
2-2 X 4
21 "
21 "
2-2 X 6
35 16
"∅ LAG
2
"
38" MAX.
" DIA. RAIL SCREW W/
8
16
16
8
8
"
35 16
"
2 X 4
7 8
2 X 6
13 8
NONBEARING WALLS
"
1
"
7 16
1 2
DEPTH
4
2X FLOATER
2
7
TRIMMER & KING STUD PER PLAN.
TYP.
FRAMING
CROSS
SECTION
2
5
PARALLEL WALLS.
6. 2 X 4 @ 24" O.C. W/ (1) LTP4
2
TO EACH FLOOR MEMBER NOTE:
3
ALT. SIMP.
4
"Z" CLIP.
PERPENDICULAR
1
4
4. ROOF OR FLOOR FRAMING MEMBER. 5. 2 X 4 FLAT CONNECT TO
4
OFFSET EDGE SUPPORT 6
ALT. CONDITION
COMMON NAILS @ EA. END 6. PANEL EDGE WHERE 2X FLAT BLKG. IS NEEDED @ BLOCKED DIAPHRAGM. 7. DIAPHRAGM BOUNDARY & B.N. PER PLAN.
FRAMING MEMBER 14
7
8
HOLE SIZE
FRAMING MEMBER W/ (2) 10D
W/ MAX. 6" AWAY FROM 9
8. DISCONTINUOUS PANEL EDGE, EDGE NAILING PER PLAN.
10
3. JOIST DEPTH
TJI SIZE
UP TO 3" A
B
UP TO 5" A
B
13
& PROVIDE B.N. @ ALL EDGES. 16. TYP. APPROVED HANGERS USE
(3) 16D TOE NAILS IF LENGTH OF TAIL JOIST IS GREATER
THAN 6'-0".
17. TAIL JOIST/TRUSS PER PLAN 18. TYP. 2-BAYS OF BLKG. W/ 1 " O.C. CS16 W/ NAILS @ 216
250 1'-6" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6"
-MAINTAIN MIN. 6" SPACING
14"
250 1'-0" 1'-0" 1'-0" 4'-0" 3'-6" 8'-0" 8'-6" 11'-0"
BTWN. NOTCHES/BORED HOLES
14"
350 1'-0" 1'-0" 2'-6" 5'-0" 5'-0" 9'-0" 9'-6"11'-6"
-FOR OTHER HOLE SIZES
A
1 8
NOTCH
&
HOLES
IN
CONDITION
NON-BEARING
WALL
SUPPORT 1.
1
D0018
PLAN VIEW
D0009
7
3
1 2
" THICK PLYWOOD SHT'G.
9
7
AS AN ALT. EXTEND ROOF
10
SHT'G. THROUGH FIREPLACE. 1 2
4
7
1 1
6
6
9
3
8. PLYWOOD FLOOR SHT'G.
4
CONT. THRU FIREPLACE.
"∅ X 321 " LONG LAG BOLTS @ 16" O.C. STAGG.. 12. 31 " X 31 " X 1 " STEEL 2 2 4 ANGLE FOR UP TO 8'-0" OPENING & 6" X 321 " X 38 " FOR UP TO 16'-0" OPENING. 11.
5 8
TO BE 4'-0". FOR HEIGHTS
2
ADEQUATE KICKERS TO
8
6
2
THR. WALL D0003
12 FIREPLACE CONN. TO FRAMING
D0004
8
2
2
4
3
10
8
3
1
D0008
4
2
2
1
5
(MAX. @ 24" O.C.) 3. 1X OVER 2X PLATE OR (2)
2X TOP PLATE WHEN TRUSS BOT. CHORD IS CAMBERED
4
6
4. 2X BLK'G. @ 24" O.C. W/ (2) 16D'S TO EACH MEMBER.
5. 2X MEMBER W/ (2) 16D TO BLK'G
6. 2 X 8 BRACING.
MIN. 4" ON SIDE
7. (2) 2X TOP PLATE. 8. (2) 16D'S @ 12" O.C.
OF VENEER. 10
11
9
7
11
3
CONNECTION 12
@ OPENING
MASONRY VENEER/CAVITY WALL
3
1. BOTTOM CHORD OF TRUSS 2. SIMP. STC @ EACH CONNECT.
PARALLEL
NOTE: ANGLE NEED TO EXTEND & BEAR
3
SECTION
1
1
PERPENDICULAR
(NOTE 6" IS VERT. DIMENSION OF ANGLE).
4
D0001N
2
VERTICAL. 10. BEAM OR HEADER PER PLAN
BRACE WALL TO ROOF.
6. HEADER PER PLAN
BLOCKING AT POSTS/TRIMMERS
REINFORCEMENT @ 12" O.C.
AS REQUIRED.
8
STUD OR BEAM BELOW.
#9 B.W. GAGE WIRE JOINT
7. CUT HOLE IN PLYWOOD ONLY
5
4. 4-16D'S, 2 @ TOP & 2 @
9. IN SEISMIC ZONE 3 & 4, ADD
1
GREATER THAN 4'-0", USE
5
JST.
& 2X SQUASH BLK'G. ADD
BOTTOM EACH SIDE.
6. SHEATHING WHERE OCCURS. 7. MORTAR BED. 8. 10D NAIL AT BEND IN ANCHOR
SIDES CENTERED @ JOINT
10. MAX. UNSUPPORTED HEIGHT
IN CONV.
3. "1" JOIST W/ FULL BEAR'G.
5
ANCHOR @ 12" O.C. VERTICAL & MAX. 24" O.C. HORIZONTAL.
9. FLOOR SYSTEM.
24". PROVIDE ADEQUATE FRAMING
STUD ABOVE.
6
5. 22 GAUGE X 7 " WIDE X 6" 8 LONG GALVANIZED CORRUGATED STEEL VENEER
DBL. TOP PLATE.
3
2. LOAD BEARING POST/
5. SOLID BLKG./POST, MULTI-
4. AIR SPACE WHERE REQ'D.
5
" THICK PLYWOOD ON 3
5. 2X LEDGER W/ 16D'S @ 6"
6
4
ARCHITECTURAL DRAWING AND MANUFACTURER FOR MORE INFORMATIONS.
2
O.C. & LTP4 @ 8" O.C. TO
1
HOLES
BEARING. ADD BLKG. AS NEEDED.
FILLERS AS NEEDED.
3. 4" MAX. BRICK VENEER. SEE
6. FIREPLACE FLUE.
&
1. SOLID RIM (2X, L.V.L. OR TIMBER STRAND) W/ FULL
WALL TRANSITION
O.C. TO LEDGER/TOP PLATE. 2
1A
2
1. FLASHING. 2. WOOD FRAME WALL.
1 " THICK PLYWOOD 2 SHT'G. NAILED DOWN @ 6"
1-JOIST
-T & G EDGE TO BE LOCATED OVER CONTINUOUS PANEL JOINT. -MAX. UNSUPPORTED SHEATHING TO BE
" ALL PLYWOOD E.N.
SHEAR WALL/WALL INTERSECTION
3. MIN.
3
MEMBERS W/ BOUNDARY NAILING
16 NOTCH
1 8
SHOULD FALL ON 2X FRAMING MEMBERS.
2. ROOF SYSTEM.
L1
2
D0014A
3
& EXTEND 4'-0" EACH WAY.
-PROVIDE MIN. 3 " EDGE DISTANCE @ 8 FRAMING MEMBER & 5 " TO EDGE OF 16 PLYWOOD DIAGHRAGM. -ALL DIAPHRAGM BOUNDARIES SHOULD BE FULLY SUPPORTED BY FRAMING
D0005N
CONDITION
4.
MEMBERS TO LIMIT SPAN.
LAYOUT
ALTERNATE
-DO NOT CUT HOLES LARGER
L2 2X L2 MIN.
BLOCK
4
-REFER TO MANUFCTURERS GUIDE-LINES IN 1-JOIST CATALOG.
TYPE, THICKNESS, SPACING, & NAIL SIZE.
17
PARALLEL
-A 11 " HOLE CAN BE CUT 2 ANYWHERE IN THE WEB.
-NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. -SEE GENERAL NOTES FOR PLYWOOD
16
SPAN ONLY
2
-MIN. SIZE OF SHEET SHALL BE 2' X 2'.
OPENING IN DIAPHRAGM
1 3
THAN 11 " IN CANTILEVER.
D1 2X D2 MIN. D2
7
6
MANUFACTURER SPEC.
B
" MIN.
VENT
4
AND JOIST TYPE, SEE
TYP.
NOTES: -STAGGERED JOINTS AS SHOWN
18
4
117 "
9. CONT. PANEL EDGE W/ BLKG. (IF BLOCKED DIAPHRAGM),
OPENING W/ DBL. STRUCT'L. MEMBERS/BEAM (PER PLAN)
16" MIN.
SHEATHING
B
MAX.
1
-PER CONV. FLOOR SYSTEM NOTCHED & BORED HOLES TO
BLOCKED @ ALL EDGES. 11. FIELD NAILING PER PLAN 12. FRAMING MEMBERS 13. 1 " GAP U.N.O. 8 14. DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT 15. BLOCK OUT EDGES OF THE
10
15
A
3
BE @ OUTER
8
6
OF JOIST DEPTH MAX OF JOIST DEPTH WITHIN LOCATION SHOWN
150 1'-0" 1'-6" 3'-0" 4'-6" 5'-0" 8'-0"
8
10. 24" MIN. UNLESS FULLY
12
B
TYP.
SHOULD BE STAGGERED MIN.
1 6 1 4
117 "
EDGE NAILING PER PLAN.
11
A
2"∅
4
TYPICAL
NAILS SPACE @ 2" O.C. SHOULD
NOTES:
UP TO 7" UP TO 10"
SKIP A35'S @ VENT BLK'G.
41 "
7. 16D'S @ 4" O.C. STAGGERED
6
NOTE: 1
OF 4'-0" (2-A35'S PER ADJACENT BLK'S).
6. EDGE NAILING
IS REQUIRED.
3
5"
STAGGERED.
3
USE FILLER AS REQUIRED
5
CL
TOGETHER W/ 16D'S @ 16" O.C.
WHEN I-JOIST SYSTEM IS USED.
@ 12" O.C. FOR VENT SPACING
2"±
2
5. 6.
2
5. NAIL CORNER & MULTI-STUDS
-"1"-JOIST BLK'G. MAY BE USED
-FOR PARTITION LENGTH LESS
1
A35 @ 16" O.C. FOR VENT
SPACING OF 6'-0" (3-A35'S PER ADJACENT BLK'S), AND
±221 "
4. POST AT END OF SHEAR PANEL PER PLAN.
4. PIPE OR CONDUIT
OF JOIST DEPTH MAX.
2. 2" CLEAR TO EDGE OF JOIST
3. 2 X 4 W/ NAILS TO BE MATCHED W/ EDGE NAILING
3
5
1 3
SOLID PORTION (MAX 6" O.C.).
3. PLYWOOD SHEAR PANEL PER PLAN.
SPANS OVER 1 THE LENGTH 2 OF THE JOISTS.
11
D0006N
EDGE NAILING TO FALL ON
2. CORNER STUDS OR POST PER PLAN.
-FOR PARALLEL CONDITION, BLK'G. MAY BE OMITTED IF
CONDITION
THRU PLATE FRAM'G
EACH END TO TOP & SILL PLATES.
2"±
15 PIPING
O.C. U.N.O. W/ (2) 16D END NAILS OR (4) 8D TOE NAILS
5
UNDER THE LENGTH OF THE JOIST: OR A DBL. JOIST IS ALIGNED UNDER A WALL WHICH
PENETRATION.
1
D0014
1. TYPICAL 2X STUDS AT 16"
1
1 2
-USE SIMPSON NS AS NEEDED
6
FRAMING ELEVATION
A SINGLE JOIST IS ALIGNED UNDER A WALL WHICH SPANS
STAGGERED @ E/S OF PLATES.
PENETRATION. USE MIN. 2"
TYPICAL
AND @ 16" O.C. UNDER
4. 2X JOISTS OR "1"-JOIST
1
6
16D NAILS EA. SIDE UNDER PERPENDICULAR WALLS
NOTCH OR END OF PLATE
" DIA. BOLTS CAPACITY 8
2. ROOF OR FLOOR SHEATHING
P.T.D.F. SILL PLATE
5. MIN. 2 X 6 SOLID BLK'G. W/ (2)
1. 2X STUDS 2. SILL PLATE 3. S.P.N. PER PLAN
EACH PLATE CUT W/ (6)
50OF TOP PLATE WIDTH, USE SIMPSON ST6224,
1.
U.N.O.
D0013
NOTE: -IF NOTCH OR HOLE EXCEEDS
1. PANEL JOINT
PER PLAN ON OUTSIDE FACE OF SHEAR PANEL
OPENING @ EITHER
3
1
INSTALL POST ANCHOR
3" 8
SIDE EXCEED 5'-0" O.C.
THAN 8'-0" NO BLK'G.
" GAP
@ 6" O.C.
STUD WALL
SIMP. HDC WHEN
7- LOCATE ANCHOR BOLT 5" MIN. 9" MAX. AWAY FROM
3
IN WITHDRAWL IS 313 #/IN.
1 8
KING STUD W/ 16D'S
WHERE OCCURS
OR GREATER
5- TOP PLATES/SILL PLATES
3"
D0027N
PER PLAN ATTACHED
1 " 2
HD8A OR HTT22 WHERE OCCURS
4- PIPE WHERE OCCURS
5
M=20 (8") (38")/12=506 1B-IN P=506/1.5=338# 3
HANDRAIL/GUARD RAIL
PANEL. TRIMMER OR POST
10
8D'S @ EACH SIDE.
F=20 PLF
ALT. CONDITION
FLUSH WITH SHEAR
1" 8
OPENING=8'-0"
MAX. HEIGHT=38"
11
SHEAR WALL NAILING HEADS SHOULD BE
2X FLOATER.
3- SIMPSON CS16 X 14" LONG METAL STRAP, TYPICAL @
3
7
3" 4
MATCH SHEAR WALL E.N.
SEE FOUNDATION PLAN NOTES.
6- ANCHOR BOLTS PER PLANS
3" 4
W/ 16D'S SPACED TO
GREATER THAN 8'-0"
ICBO APPROVED "SHOT PINS @
"
23 16
TOP PLATE, STRAP E/S OF PLATE W/ ITEM #3 BELOW
5
2
ATACH TO KING STUD
4
4
1 1"
REQUIRED.
TRIMMER IF OPENING IS
SEE FOUNDATION PLAN FOR SIZE & SPACING.
2- 13 " MAX. IF BORED HOLE 4 EXCEED 13 " IN 2 X 4 TOP 4 PLATE OR 23 " IN 2 X 6
4
2
10
WHEN PLYWD SHT'G. IS NAILED TO TRIMMER,
STAGGERED E.N. IS
@ 6" O.C. USE DBL.
MUD SILL W/ ANCHOR BOLTS
"
NOTE:
3" 8
1- NOTCH IN PLATE
6 10
NON-SHEAR WALLS. (MAX. HEIGHT-14').
3" 8
VERT. SPLICES WHERE
2X TRIMMER W/ KING STUD ATTACHED W/ 16D'S
2
DE PT H
11. SHIM AS REQUIRED
ALT. CONNECTION
9 21 "
EXTERIOR & BEARING WALLS
PLATE STAGG. @ 16" O.C. 10. MSTA21 CENTERED @ SHT'G. NAIL ALL HOLES
5
STUD SIZE
21 "
7 16
3" MAX.
EACH STUD. 9. H2.5 FROM STUD TO SILL
5
8
NOTCH DEPTH
1
STUD W/ (3) 16D'S. 8. 2 X 8 BLKG. W/ (4) 16D'S TO
4
3
1
MIN. 3X POST AT
REFER TO PLANS FOR OTHER CONDITIONS.
STUD NOTCHING/BORING LIMITS
" DIA. X 221 " LONG LAG
APPROVED WASHER BY MANUF. 6. FLOOR SYSTEM 7. H2.5 OR SCAB JOIST TO
4
ON ADJOING PANEL EDGES @ 3X POST.
1" 2
DOUBLE SILL IF
SCREW W/ WASHER THROUGH 3 8
STAGGERED NAILING
ALL EXTERIOR WALLS. (MAX. HEIGHT=10').
NONBEARING WALLS
DRYWALL. 4. 2X STUD 5.
SIMPSON ST6236.
D0007
1. BALUSTER PER ARCHITECT. 1
HEADER PER PLAN,
MIN. 2 X 4 STUDS @ 16" O.C. AT
BORED HOLES
STAIR DETAILS
4"
SN2
DOUBLE STUDS
STUD SIZE
MAX.
TYP. LTP4 EACH
MIN. 2 X 4 STUDS @ 24" O.C. AT
3
TOP PLATE.
SIDE
INTERIOR NON-BEARING AND
STUD @ WALL CONDITION.
2 SN2
WALLS. (MAX. HEIGHT=10').
1
10. DBL. JOIST OR BLOCKING 4
2 SN2
MIN. 2 X 4 STUDS @ 16" O.C. AT INTERIOR BEARING, AND SHEAR
D MIN.
3
8" O.C.
2
11 SN2
IF NOT CONT. USE
9. CONT. 2X PLATE W/ 16D'S @ 10
RIM JOIST PER PLAN.
BEARING POINTS.
4
8. SIMP. THA213 TRUSS HANGER
1
SCHEDULE
2
9
PER SHEAR WALL
SOLID RIM JOIST PER PLAN
2
7. DBL. JOIST OR HEADER
5 8
SHEAR WALL.
±31 "
8
WALL
PROVIDE SOLID BLOCKING OR
4. HOLE EDGE DISTANCE MIN.
WALL & PER TABLE @
SOLE PLATE NAILING
WITH FLOOR E.N. SECURE W/ (2) 16'D'S E/S.
3. SILL PLATE
1 3
4. PER ARCHITECTURAL
MIN. 12" LONG @ MAX. 48" O.C.
2. STUD 1
@ 8" O.C. @ NON-SHEAR
CRIPPLE
2"
11
SOLE PLATE NAILING
3 " 4
7
9
TYP.
1
S.W.
1. NOTCH DEPTH & BORED HOLE SEE TABLE BELOW.
OUTER
5
IN
BLK'G. (2X, 1-JOIST)
OF SPAN ONLY
WALL ANCHOR NOTES ON
6
OPENING
O.C. U.N.O. PLANS.
D
W/ SHOT PINS @ 24" O.C. W/ 2" DIA. WASHERS. (SEE INTERIOR
7
FOR
OR LTP4 @ 48"
3"
2
SIMPSON A35/A35F
SN2
D0026
1. 2 X 12 STRINGERS @ 16" O.C.
800.700.3305
3
ROOF TRUSS
E.N.
NAILS @ 2 1 " O.C.
ALT. CONDITION
5
ALT. CONNECTION
1
9. TYP. EDGE NAILING. 10. 2X CEILING JOIST OR BOTTOM CHORD OF TRUSS.
11. 2X BLK'G. X 12" LONG @ ±6'-0" O.C. NAILED TO TOP PLATE
W/ (3) 16D'S.
FRM'G. TO NON-BEARING WALLS
D0019
3
PAPER TO CAD
12" MAX.
Q-CAD
1
ROOF SHEATHING
2. SIMP. CS16 X 48" LONG W/
1
5"
1. ROOF SHEATHING
3
NOTE: AVOID OPENING IN SHEAR WALLS
" MAX. NAIL EXPOSURE @
GAP.
2
5" 4
3 8
2.
12" MAX.
16
2
SHEAR WALL E.N. UNLESS STRAP IS PLACED ON TOP OF PLYWOOD.
D0087
SHEAR
TRANSFER
BLK'G. & E.N. IS REQ'D.
E.N.
FOR HOLES IN SHEAR WALLS GREATER THAN
9" SQ.. NO MORE THAN
TYPICAL BOUNDARY NAILING
ONE HOLE LARGER
" TO EDGE OF POST STUD & 3 " TO EDGE OF 8
MIN.
END NAIL TO EACH TRUSS.
3 8
THAN 9" SQ. IS ALLOWED IN EA.
PLYWOOD
EDGE NAIL ALONG STUD ON EACH SIDE OF OPENING
13
WALL PLYWD. SPLICE W/
" GAP
2X PRESSURE BLKG. W/ 16D'S TO GIRDER TRUSS & (3) 16D'S
EDGE NAIL TO BLK'G. TO MATCH
BEVELED ON TOP AS REQ'D.
1 8
USED TO CONNECT BLKG. TO TRUSS IN LIEU OF NAILING.
DO NOT OVER-CUT ANY FRAMING MEMBER.
1
TRUSS TOP CHORD UNDER ROOF SHEATHING WHEN NOT
2X FLAT BLKG. @ SHEAR
NOTE: A35 @ 24" O.C., CAN BE
ONE STUD BAY OR 16".
4. 2X BLK'G., LEDGER, R/R. OR
2X FLOATER
@ SHEAR TRUSS.
MAX. WIDTH OF OPENING TO BE
MEMBER.
4
2X SHAPED BLKG. (SEE 13/SN-2 FOR ALT.) W/ 16D'S @ 8" O.C.
W/ LENGTH LESS THAN 4'-0"
3. INCREASE NAILING TO 8D'S @ 3" O.C. ON NON-BEVELED
PER PLAN.
HORIZONTAL LINE IN SHEAR WALLS. STAGGER
STUD WIDTH
HOLES IF SUCH
2
CONDITION OCCURS. 3
2. PLYWOOD TREADS & RISERS
(MIN. 43 ").
FIELD FIX
3. 2 X 4 THRUST PLATE ANCHORED
FOUNDATION PLAN). SECURE STRINGER TO 2 X 4 PLATE W/ (3) 16D TOE NAILS.
4
5. PLYWOOD SUBFLOOR 6. APPROVED METAL HANGERS
5
4
12
CONT. RIM JOIST AT ALL
"
7
11. 6" MIN. @ NOTCH NO OVERCUT.
NOTE: BORED HOLES NOT PERMITTED
12. 2 X 6 LEDGER W/ (4) 16D'S PER
IN MORE THAN TWO CONSECUTIVE
D0002N
14
2. GUARDRAIL W/
5
SCREWS.
3.
1 2
3 8
EXTERIOR & BEARING WALLS
4"
2 X 4
1
2 X 6
23"
35"
2-2 X 4
21 "
21 "
2-2 X 6
35 16
"∅ LAG
2
"
38" MAX.
" DIA. RAIL SCREW W/
8
16
16
8
8
"
35 16
"
2 X 4
7 8
2 X 6
13 8
NONBEARING WALLS
"
1
"
7 16
1 2
DEPTH
4
2X FLOATER
2
7
TRIMMER & KING STUD PER PLAN.
TYP.
FRAMING
CROSS
SECTION
2
5
PARALLEL WALLS.
6. 2 X 4 @ 24" O.C. W/ (1) LTP4
2
TO EACH FLOOR MEMBER NOTE:
3
ALT. SIMP.
4
"Z" CLIP.
PERPENDICULAR
1
4
4. ROOF OR FLOOR FRAMING MEMBER. 5. 2 X 4 FLAT CONNECT TO
4
OFFSET EDGE SUPPORT 6
ALT. CONDITION
COMMON NAILS @ EA. END 6. PANEL EDGE WHERE 2X FLAT BLKG. IS NEEDED @ BLOCKED DIAPHRAGM. 7. DIAPHRAGM BOUNDARY & B.N. PER PLAN.
FRAMING MEMBER 14
7
8
HOLE SIZE
FRAMING MEMBER W/ (2) 10D
W/ MAX. 6" AWAY FROM 9
8. DISCONTINUOUS PANEL EDGE, EDGE NAILING PER PLAN.
10
3. JOIST DEPTH
TJI SIZE
UP TO 3" A
B
UP TO 5" A
B
13
& PROVIDE B.N. @ ALL EDGES. 16. TYP. APPROVED HANGERS USE
(3) 16D TOE NAILS IF LENGTH OF TAIL JOIST IS GREATER
THAN 6'-0".
17. TAIL JOIST/TRUSS PER PLAN 18. TYP. 2-BAYS OF BLKG. W/ 1 " O.C. CS16 W/ NAILS @ 216
250 1'-6" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6"
-MAINTAIN MIN. 6" SPACING
14"
250 1'-0" 1'-0" 1'-0" 4'-0" 3'-6" 8'-0" 8'-6" 11'-0"
BTWN. NOTCHES/BORED HOLES
14"
350 1'-0" 1'-0" 2'-6" 5'-0" 5'-0" 9'-0" 9'-6"11'-6"
-FOR OTHER HOLE SIZES
A
1 8
NOTCH
&
HOLES
IN
CONDITION
NON-BEARING
WALL
SUPPORT 1.
1
D0018
PLAN VIEW
D0009
7
3
1 2
" THICK PLYWOOD SHT'G.
9
7
AS AN ALT. EXTEND ROOF
10
SHT'G. THROUGH FIREPLACE. 1 2
4
7
1 1
6
6
9
3
8. PLYWOOD FLOOR SHT'G.
4
CONT. THRU FIREPLACE.
"∅ X 321 " LONG LAG BOLTS @ 16" O.C. STAGG.. 12. 31 " X 31 " X 1 " STEEL 2 2 4 ANGLE FOR UP TO 8'-0" OPENING & 6" X 321 " X 38 " FOR UP TO 16'-0" OPENING. 11.
5 8
TO BE 4'-0". FOR HEIGHTS
2
ADEQUATE KICKERS TO
8
6
2
THR. WALL D0003
12 FIREPLACE CONN. TO FRAMING
D0004
8
2
2
4
3
10
8
3
1
D0008
4
2
2
1
5
(MAX. @ 24" O.C.) 3. 1X OVER 2X PLATE OR (2)
2X TOP PLATE WHEN TRUSS BOT. CHORD IS CAMBERED
4
6
4. 2X BLK'G. @ 24" O.C. W/ (2) 16D'S TO EACH MEMBER.
5. 2X MEMBER W/ (2) 16D TO BLK'G
6. 2 X 8 BRACING.
MIN. 4" ON SIDE
7. (2) 2X TOP PLATE. 8. (2) 16D'S @ 12" O.C.
OF VENEER. 10
11
9
7
11
3
CONNECTION 12
@ OPENING
MASONRY VENEER/CAVITY WALL
3
1. BOTTOM CHORD OF TRUSS 2. SIMP. STC @ EACH CONNECT.
PARALLEL
NOTE: ANGLE NEED TO EXTEND & BEAR
3
SECTION
1
1
PERPENDICULAR
(NOTE 6" IS VERT. DIMENSION OF ANGLE).
4
D0001N
2
VERTICAL. 10. BEAM OR HEADER PER PLAN
BRACE WALL TO ROOF.
6. HEADER PER PLAN
BLOCKING AT POSTS/TRIMMERS
REINFORCEMENT @ 12" O.C.
AS REQUIRED.
8
STUD OR BEAM BELOW.
#9 B.W. GAGE WIRE JOINT
7. CUT HOLE IN PLYWOOD ONLY
5
4. 4-16D'S, 2 @ TOP & 2 @
9. IN SEISMIC ZONE 3 & 4, ADD
1
GREATER THAN 4'-0", USE
5
JST.
& 2X SQUASH BLK'G. ADD
BOTTOM EACH SIDE.
6. SHEATHING WHERE OCCURS. 7. MORTAR BED. 8. 10D NAIL AT BEND IN ANCHOR
SIDES CENTERED @ JOINT
10. MAX. UNSUPPORTED HEIGHT
IN CONV.
3. "1" JOIST W/ FULL BEAR'G.
5
ANCHOR @ 12" O.C. VERTICAL & MAX. 24" O.C. HORIZONTAL.
9. FLOOR SYSTEM.
24". PROVIDE ADEQUATE FRAMING
STUD ABOVE.
6
5. 22 GAUGE X 7 " WIDE X 6" 8 LONG GALVANIZED CORRUGATED STEEL VENEER
DBL. TOP PLATE.
3
2. LOAD BEARING POST/
5. SOLID BLKG./POST, MULTI-
4. AIR SPACE WHERE REQ'D.
5
" THICK PLYWOOD ON 3
5. 2X LEDGER W/ 16D'S @ 6"
6
4
ARCHITECTURAL DRAWING AND MANUFACTURER FOR MORE INFORMATIONS.
2
O.C. & LTP4 @ 8" O.C. TO
1
HOLES
BEARING. ADD BLKG. AS NEEDED.
FILLERS AS NEEDED.
3. 4" MAX. BRICK VENEER. SEE
6. FIREPLACE FLUE.
&
1. SOLID RIM (2X, L.V.L. OR TIMBER STRAND) W/ FULL
WALL TRANSITION
O.C. TO LEDGER/TOP PLATE. 2
1A
2
1. FLASHING. 2. WOOD FRAME WALL.
1 " THICK PLYWOOD 2 SHT'G. NAILED DOWN @ 6"
1-JOIST
-T & G EDGE TO BE LOCATED OVER CONTINUOUS PANEL JOINT. -MAX. UNSUPPORTED SHEATHING TO BE
" ALL PLYWOOD E.N.
SHEAR WALL/WALL INTERSECTION
3. MIN.
3
MEMBERS W/ BOUNDARY NAILING
16 NOTCH
1 8
SHOULD FALL ON 2X FRAMING MEMBERS.
2. ROOF SYSTEM.
L1
2
D0014A
3
& EXTEND 4'-0" EACH WAY.
-PROVIDE MIN. 3 " EDGE DISTANCE @ 8 FRAMING MEMBER & 5 " TO EDGE OF 16 PLYWOOD DIAGHRAGM. -ALL DIAPHRAGM BOUNDARIES SHOULD BE FULLY SUPPORTED BY FRAMING
D0005N
CONDITION
4.
MEMBERS TO LIMIT SPAN.
LAYOUT
ALTERNATE
-DO NOT CUT HOLES LARGER
L2 2X L2 MIN.
BLOCK
4
-REFER TO MANUFCTURERS GUIDE-LINES IN 1-JOIST CATALOG.
TYPE, THICKNESS, SPACING, & NAIL SIZE.
17
PARALLEL
-A 11 " HOLE CAN BE CUT 2 ANYWHERE IN THE WEB.
-NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. -SEE GENERAL NOTES FOR PLYWOOD
16
SPAN ONLY
2
-MIN. SIZE OF SHEET SHALL BE 2' X 2'.
OPENING IN DIAPHRAGM
1 3
THAN 11 " IN CANTILEVER.
D1 2X D2 MIN. D2
7
6
MANUFACTURER SPEC.
B
" MIN.
VENT
4
AND JOIST TYPE, SEE
TYP.
NOTES: -STAGGERED JOINTS AS SHOWN
18
4
117 "
9. CONT. PANEL EDGE W/ BLKG. (IF BLOCKED DIAPHRAGM),
OPENING W/ DBL. STRUCT'L. MEMBERS/BEAM (PER PLAN)
16" MIN.
SHEATHING
B
MAX.
1
-PER CONV. FLOOR SYSTEM NOTCHED & BORED HOLES TO
BLOCKED @ ALL EDGES. 11. FIELD NAILING PER PLAN 12. FRAMING MEMBERS 13. 1 " GAP U.N.O. 8 14. DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT 15. BLOCK OUT EDGES OF THE
10
15
A
3
BE @ OUTER
8
6
OF JOIST DEPTH MAX OF JOIST DEPTH WITHIN LOCATION SHOWN
150 1'-0" 1'-6" 3'-0" 4'-6" 5'-0" 8'-0"
8
10. 24" MIN. UNLESS FULLY
12
B
TYP.
SHOULD BE STAGGERED MIN.
1 6 1 4
117 "
EDGE NAILING PER PLAN.
11
A
2"∅
4
TYPICAL
NAILS SPACE @ 2" O.C. SHOULD
NOTES:
UP TO 7" UP TO 10"
SKIP A35'S @ VENT BLK'G.
41 "
7. 16D'S @ 4" O.C. STAGGERED
6
NOTE: 1
OF 4'-0" (2-A35'S PER ADJACENT BLK'S).
6. EDGE NAILING
IS REQUIRED.
3
5"
STAGGERED.
3
USE FILLER AS REQUIRED
5
CL
TOGETHER W/ 16D'S @ 16" O.C.
WHEN I-JOIST SYSTEM IS USED.
@ 12" O.C. FOR VENT SPACING
2"±
2
5. 6.
2
5. NAIL CORNER & MULTI-STUDS
-"1"-JOIST BLK'G. MAY BE USED
-FOR PARTITION LENGTH LESS
1
A35 @ 16" O.C. FOR VENT
SPACING OF 6'-0" (3-A35'S PER ADJACENT BLK'S), AND
±221 "
4. POST AT END OF SHEAR PANEL PER PLAN.
4. PIPE OR CONDUIT
OF JOIST DEPTH MAX.
2. 2" CLEAR TO EDGE OF JOIST
3. 2 X 4 W/ NAILS TO BE MATCHED W/ EDGE NAILING
3
5
1 3
SOLID PORTION (MAX 6" O.C.).
3. PLYWOOD SHEAR PANEL PER PLAN.
SPANS OVER 1 THE LENGTH 2 OF THE JOISTS.
11
D0006N
EDGE NAILING TO FALL ON
2. CORNER STUDS OR POST PER PLAN.
-FOR PARALLEL CONDITION, BLK'G. MAY BE OMITTED IF
CONDITION
THRU PLATE FRAM'G
EACH END TO TOP & SILL PLATES.
2"±
15 PIPING
O.C. U.N.O. W/ (2) 16D END NAILS OR (4) 8D TOE NAILS
5
UNDER THE LENGTH OF THE JOIST: OR A DBL. JOIST IS ALIGNED UNDER A WALL WHICH
PENETRATION.
1
D0014
1. TYPICAL 2X STUDS AT 16"
1
1 2
-USE SIMPSON NS AS NEEDED
6
FRAMING ELEVATION
A SINGLE JOIST IS ALIGNED UNDER A WALL WHICH SPANS
STAGGERED @ E/S OF PLATES.
PENETRATION. USE MIN. 2"
TYPICAL
AND @ 16" O.C. UNDER
4. 2X JOISTS OR "1"-JOIST
1
6
16D NAILS EA. SIDE UNDER PERPENDICULAR WALLS
NOTCH OR END OF PLATE
" DIA. BOLTS CAPACITY 8
2. ROOF OR FLOOR SHEATHING
P.T.D.F. SILL PLATE
5. MIN. 2 X 6 SOLID BLK'G. W/ (2)
1. 2X STUDS 2. SILL PLATE 3. S.P.N. PER PLAN
EACH PLATE CUT W/ (6)
50OF TOP PLATE WIDTH, USE SIMPSON ST6224,
1.
U.N.O.
D0013
NOTE: -IF NOTCH OR HOLE EXCEEDS
1. PANEL JOINT
PER PLAN ON OUTSIDE FACE OF SHEAR PANEL
OPENING @ EITHER
3
1
INSTALL POST ANCHOR
3" 8
SIDE EXCEED 5'-0" O.C.
THAN 8'-0" NO BLK'G.
" GAP
@ 6" O.C.
STUD WALL
SIMP. HDC WHEN
7- LOCATE ANCHOR BOLT 5" MIN. 9" MAX. AWAY FROM
3
IN WITHDRAWL IS 313 #/IN.
1 8
KING STUD W/ 16D'S
WHERE OCCURS
OR GREATER
5- TOP PLATES/SILL PLATES
3"
D0027N
PER PLAN ATTACHED
1 " 2
HD8A OR HTT22 WHERE OCCURS
4- PIPE WHERE OCCURS
5
M=20 (8") (38")/12=506 1B-IN P=506/1.5=338# 3
HANDRAIL/GUARD RAIL
PANEL. TRIMMER OR POST
10
8D'S @ EACH SIDE.
F=20 PLF
ALT. CONDITION
FLUSH WITH SHEAR
1" 8
OPENING=8'-0"
MAX. HEIGHT=38"
11
SHEAR WALL NAILING HEADS SHOULD BE
2X FLOATER.
3- SIMPSON CS16 X 14" LONG METAL STRAP, TYPICAL @
3
7
3" 4
MATCH SHEAR WALL E.N.
SEE FOUNDATION PLAN NOTES.
6- ANCHOR BOLTS PER PLANS
3" 4
W/ 16D'S SPACED TO
GREATER THAN 8'-0"
ICBO APPROVED "SHOT PINS @
"
23 16
TOP PLATE, STRAP E/S OF PLATE W/ ITEM #3 BELOW
5
2
ATACH TO KING STUD
4
4
1 1"
REQUIRED.
TRIMMER IF OPENING IS
SEE FOUNDATION PLAN FOR SIZE & SPACING.
2- 13 " MAX. IF BORED HOLE 4 EXCEED 13 " IN 2 X 4 TOP 4 PLATE OR 23 " IN 2 X 6
4
2
10
WHEN PLYWD SHT'G. IS NAILED TO TRIMMER,
STAGGERED E.N. IS
@ 6" O.C. USE DBL.
MUD SILL W/ ANCHOR BOLTS
"
NOTE:
3" 8
1- NOTCH IN PLATE
6 10
NON-SHEAR WALLS. (MAX. HEIGHT-14').
3" 8
VERT. SPLICES WHERE
2X TRIMMER W/ KING STUD ATTACHED W/ 16D'S
2
DE PT H
11. SHIM AS REQUIRED
ALT. CONNECTION
9 21 "
EXTERIOR & BEARING WALLS
PLATE STAGG. @ 16" O.C. 10. MSTA21 CENTERED @ SHT'G. NAIL ALL HOLES
5
STUD SIZE
21 "
7 16
3" MAX.
EACH STUD. 9. H2.5 FROM STUD TO SILL
5
8
NOTCH DEPTH
1
STUD W/ (3) 16D'S. 8. 2 X 8 BLKG. W/ (4) 16D'S TO
4
3
1
MIN. 3X POST AT
REFER TO PLANS FOR OTHER CONDITIONS.
STUD NOTCHING/BORING LIMITS
" DIA. X 221 " LONG LAG
APPROVED WASHER BY MANUF. 6. FLOOR SYSTEM 7. H2.5 OR SCAB JOIST TO
4
ON ADJOING PANEL EDGES @ 3X POST.
1" 2
DOUBLE SILL IF
SCREW W/ WASHER THROUGH 3 8
STAGGERED NAILING
ALL EXTERIOR WALLS. (MAX. HEIGHT=10').
NONBEARING WALLS
DRYWALL. 4. 2X STUD 5.
SIMPSON ST6236.
D0007
1. BALUSTER PER ARCHITECT. 1
HEADER PER PLAN,
MIN. 2 X 4 STUDS @ 16" O.C. AT
BORED HOLES
STAIR DETAILS
4"
SN2
DOUBLE STUDS
STUD SIZE
MAX.
TYP. LTP4 EACH
MIN. 2 X 4 STUDS @ 24" O.C. AT
3
TOP PLATE.
SIDE
INTERIOR NON-BEARING AND
STUD @ WALL CONDITION.
2 SN2
WALLS. (MAX. HEIGHT=10').
1
10. DBL. JOIST OR BLOCKING 4
2 SN2
MIN. 2 X 4 STUDS @ 16" O.C. AT INTERIOR BEARING, AND SHEAR
D MIN.
3
8" O.C.
2
11 SN2
IF NOT CONT. USE
9. CONT. 2X PLATE W/ 16D'S @ 10
RIM JOIST PER PLAN.
BEARING POINTS.
4
8. SIMP. THA213 TRUSS HANGER
1
SCHEDULE
2
9
PER SHEAR WALL
SOLID RIM JOIST PER PLAN
2
7. DBL. JOIST OR HEADER
5 8
SHEAR WALL.
±31 "
8
WALL
PROVIDE SOLID BLOCKING OR
4. HOLE EDGE DISTANCE MIN.
WALL & PER TABLE @
SOLE PLATE NAILING
WITH FLOOR E.N. SECURE W/ (2) 16'D'S E/S.
3. SILL PLATE
1 3
4. PER ARCHITECTURAL
MIN. 12" LONG @ MAX. 48" O.C.
2. STUD 1
@ 8" O.C. @ NON-SHEAR
CRIPPLE
2"
11
SOLE PLATE NAILING
3 " 4
7
9
TYP.
1
S.W.
1. NOTCH DEPTH & BORED HOLE SEE TABLE BELOW.
OUTER
5
IN
BLK'G. (2X, 1-JOIST)
OF SPAN ONLY
WALL ANCHOR NOTES ON
6
OPENING
O.C. U.N.O. PLANS.
D
W/ SHOT PINS @ 24" O.C. W/ 2" DIA. WASHERS. (SEE INTERIOR
7
FOR
OR LTP4 @ 48"
3"
2
SIMPSON A35/A35F
SN2
D0026
1. 2 X 12 STRINGERS @ 16" O.C.
800.700.3305
3
ROOF TRUSS
E.N.
NAILS @ 2 1 " O.C.
ALT. CONDITION
5
ALT. CONNECTION
1
9. TYP. EDGE NAILING. 10. 2X CEILING JOIST OR BOTTOM CHORD OF TRUSS.
11. 2X BLK'G. X 12" LONG @ ±6'-0" O.C. NAILED TO TOP PLATE
W/ (3) 16D'S.
FRM'G. TO NON-BEARING WALLS
D0019
3
PAPER TO CAD
12" MAX.
Q-CAD
1
ROOF SHEATHING
2. SIMP. CS16 X 48" LONG W/
