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FRAMING CLIP
DBL. TOP PLATE MIN.P P � SIMPSON 'A35' Its2x SOLID PLYWOOD PANELS 3x (MIN.) POST AT W4'60�� (A34 AT 2x4) NOTES:������
1 1. INSTALL 1x6 DIAGONAL LET—IN BRACE AT 25 —fl i
BLOCKING SHALL BE STAGG ED HOLDDOWN ANCHOR 3 AND AT EA. ENO IN ALL WALLS NOT PLYWOOD ��
U.N.O. AND 2x TRIMMER
A BLKG II
2 x
— SHEATHED. MAX. SLOPE OF DIAGONAL SHAM BE
II � II I �' "� TWO VERTICAL TO ONE HORIZONTAL.
IL MID—HEIGHT OR
II II II II II I 8'-0r MAX. 2-16 � I 2. WHERE TROWELED SURFACE IS LEVEL
MAX. IN 10'-0') DRYPACK IS NOT REQUIRID �
II II II I I �EXCEPT FOR SILLS UNDER BEARING, EXTERIOR
2xSTUDS II II I II �}JLJ I
DRYPACK 7 � � � OR SHEAR WALLS.
AT 16" II II II II II I I i LINTEL PER PLAN
S� •2 OR SCHEDULE
II it II FlN.FLR.
2x PRESSURE � I 16d AT 12" STAGGERED
SILL BOLTS HOLDOVIM ANCHOR TREATED D.F. SILL
SILL It—/ SEE SEE PLAN AND/OR (WHERE OCCURS)
DBL. STUD WHEN OPENING
51.2 — WALL ELEVATIONS. 1" DRYPACK� � EXCEEDS 4'-0' i
M crr unTr
L;j A �=� I
LINTEL SCHEDULE
d
SPAN
5
UP TO 6'—T
7
6'-0" TO 8'—T
9
8'-0" TO 10'—d"
101 1
c
0
.y
D.'
1 EDGE NAILING (E.N.) AT ALL EDGES OF PLYWOOD SHEETS -SEE SCHEDULE o MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/;. JGG 19VIL � � � JACK STUD (PROVIDE 2 JACK STUDS
2FIELD NAILING AT 12' SAME SIZE AS E.N. SEE PLAN FOR LOCATION OF PLYWOOD SHEATHING. AT OPENINGS OVER 6'-0" WIDE )
Q3 FACE GRAIN MAY BE HORIZONTAL OR VERTICAL.(1/;� �d�
WHERE TROWELED SURFACE IS LEVEL MAX. IN 10'-0")
DRYPACK SHALL NOT BE REQUIRED. 5" MIN. MIN. SILL BOLTS � �NIdf1H
9 MAX. 5/8" X12" AT 4'-0" WIDTH SAME AS POST OR �4
STUD WIDTH.
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PLYWOOD SHEATHING -WALLS 6 STUD WALL FRAMING 1
JP, m nom. d9
PLYWD SHTG SEE PLAN -BEAM SEE PLAN PLYWD SHTG SEE PLAN
ROOF OR ROOF OR
FLOOR JSTS FLOOR JOIST
SEE PLAN SEE PLAN
SIMPSON EDGE NAILING 1YP
A34 ANCH./ _ SEE SCHEDULE � �T
MARK
SIMPSON
MODEL NO.
BASE
(ROD)
POST
(BOLT)
.
1 f
A
HD 2A
2-5/ "
B
HD 5A
3/ "
2- 3/ "
14"
C
HD 6A
7/8"
2-7/fr
16"
D
HD 8A
7 8"
3-7
16 "
E
HD 1 O
7 T
4-71T
1 e'
F
HD 14A
1"
4-1"
16"
14
� 3-2X CONT. T do B TYP. 2-2X CONT.
PLS r � z �J
SIMPSON A34 PSS 3-16d EA. 2X STUDS � B.N. AT 4x POST MIN.
ul
ANCH. WHERE SIDE OF BM. � � �„ H.D. p WASHERS /�'
2X STUDS
SHOWN NP • 16" R WASHER 7 90Lt DIA. MIN
WD BEAM,SEE POST SIZE NOTE: ALL STUDS
PLAN. SEE PLAN PLYWOOD SHEATHING 2"THK U.N.O. SILL R� p�
SEE SCHEDULE OR
o. WALL ELEVATIONS 0 ff FlN. FLR.
POST SIZE ED PER S�CHEDUOLE - - �� OCCURS
2X STUD E1
SILL RS SEE SEE PLAN � g
SECTS. do DET. OR DBL STUDS SIDE OF POSTamg R SEE REFER TO PUNS HOEDOWN EMBEDMENT L
SECTS. do DET. Z
WHERE POST NOT 16d O 12" STAG' SILL
PER SCHED.
L %mm� ____SHOWN TYPICAL
ANCHOR LOCATIONS. M
CORNER INTERIOR
BO1T. OF FTG. NJ C)
POST AND BEAM IN STUD WALL 9 POST AND BEAM IN STUD WALL 7 WALL INTERSECTION FRAMING 4 HOEDOWN ANCHOR 2
SEE NAILING:
SCHEDULE-TYP.
� � NAIL SHT'G EQ EQ SIMPSON STRAP
TO BLK'G MSTA9,TYP. U.N.O.CLPLYWOOD. SEE �
SHEARWALL SCHEDULE 4X MIN. i I _ _ _ _ _ _ I I _ W/ 10 d O 6" � qlRq
2x TRIMMER PLYWOOD EDGE NAILING HOLES V32' OVERSIZE
La
2x
oMINSIMPSON HOEDOWN I � �
ANCHOR SEE SHEAR I � � v
PANEL SCHEDULE � BLOCKING AT 4 —d' I
W/2 -16d EACH SIDE
SEE PLANS FOR a � OR PLAN � I Ill Af--AL
I •
STUD SIZE (4x MIN.) mono
WALL COVERING MATERIAL. SEE
'SIMPSON' HOEDOWN. ANCHOR BOLT SEE SCHE0. � i ARCH. DWG'S ~
FOR TYPE SEE PLANS
END CONDITION CORNER CONDITION COUNTERBORE BOLTS
_= WHERE FLUSH SURFACE �
IS REQ'D. FOR BOLT - - - - -
7 BOLT SIZE SEE SCHED. Drwh y
NOTE: TO BE READ WITH TYPICAL ELEVATION OF HOEDOWN � DIAM MIN
AT CONCRETE FLOOR. 3X BLK'G LINTEL y
��° "�� 0
TYPICAL PLAN TYPICAL PLAN_ -..-0F STUD AS REQ'D. PER SCHED. AUG 13
HOEDOWN AT CONCRETE FLOOR 10 STUD ANCHOR AT FLOOR 8 LAYOUT AT WALL INTERSECTIONS 5 TYP. LINTEL TO EXT. WALL CONN. DET. 3
DWG. N0. 2453 SHEET 55 of 80