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4 X ` OR 6X POST SEE PLAN
STUD DOLTS, SEE SCHEDULE
Ih'1}'80N'HD'-HOLD DOWN ANCHOR
STUD WALL WHERE OCCURS
L SILL PLA PLYWOOD SHEAR PANEL SEE PLAN
_WHERE OCCURS SEE PLAN 2X6 STUDS * 16'OC UN,O.
2Xb STUDS Q IVOC U,NA, ZXb STUDS • IVOC U.N.O.PLYWO00 SHEAR PANEL
�- PLYWOOD SHEAR PANELel�YU1000 SHEAR PANEL WHERE OCCURS SEE PLAN
SERE Cx' SEE' PLWHERE OCCURS SEE PLAN 2X6 STUDS • 1680C UN.O. I 2X SILL PLATE W/ 'DIA X 12'
ANCHOR DOLTS, SEE SHEAR A.BOLTS * 48100 AT NON -SHEAR
PANEL SCHEDULE 2 X SILL PLATE W/ 5/8'DIA k 12'A.BOLt + WALL. FOR SHEAR WALL SILL
* 48'0.0. • MON-SHEAR WALL.
g FOR SHEAR WALL 614L PLATE AND 2 X SILL PLATE W/ 518'DtA X i2'A.BOLT 2 X SILL PLATE WI 5/8'0IA X 12'A.B. PLATE AND ANCHORAGE SEE
* 48'0 C. •NON -BREAK WALL. * 48'O.C. * NON -SHEAR WALL. I ( SHEAR WALL SCHEDULE
' SEEG. 44EDULR '4NCkIt7RAG� SEE SHEAR WALL SCNED. FOR SHEAR WALL SILL PLATE AND FOR SHEAR WALL SILL PLATE +4 CONT. • CURB
w p SEE SCHEDULE ANCHORAGE SEE SHEAR WALL SCHED. ANCHORAGE SEE SHEAR WALL EN
CONC. MOW STRIP OR SCHED. 1-+4 * CURB
EN LOWER FTG AT% '�4 CONT AT OURS EXTERIOR CONC. �4 +4 X 5'-0' LONG DOWELS • 48'O.C.
ANCHOR BOLT
+4 X 5'-0' LONG DOWELS * 48' O.G. WALK, WHERE OCCURS _
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z _ WHERE OCCURS SEE
CONIC. - I— PLAN
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ANCHOR'D' STUD BOLTS S.B. Hz. i 1- 06 CONT. T.! 8. * 2 1- +5 CONT. t.! 13. * 3 F _ — ip 1-S CONT. T !
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�, . 2-+5 CONT. t < S * 5A
1?' 2-' DOLTS Z�1'OC 4 9/46' z DEPRESSED SLAB
WMA +14'D IA14' ? -i✓ ' DOLTS 3'OC 5',4 • ERE OCCURS 3 s
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Ti'DIA - 31 SEE PLAN V>=RT. TIES � 24' ac..
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HDBA '�!0'DIA 14' 3-16' 15OLTS3V280C 63/16, 1- n5 CONT. T.415.0 4 U.N.O.
3• 2- 45 CONT T.! D. * 4A
Hp1mA T1►'DIA 14' 1 4-1i'DOLTS 3410C 6 3/16' '
CCL
HO15 144'DIA 1e' 5-1' BOLTS 4.00 i' 12' UN.O. Z A 12' UN O. 12'O +3 VERT. TIES * 2420C
3A 4A �A
TYPICAL HOLD DOWN ANCHOR N.T.S. � 3/4" =1' -O" 2 3/4" =1' -�" " ' _ " ", , "
3 3/4 1 sa 4 3/4 =1 -Q� t�-
3X STUD W/ $148
DIA. NEL. STUD * 4-1/8' DIA HS. A44S
4810C WHERE THREADED RODS
OCCUR * IVOC EACH WAY I
14'X+/41X14' TEFL COLUMN PER PLAN
PLATE
WOOD POST PER PLAN I ( I I
/ 2-SIMP LL
ACH POST 11/z'TYP. ( I SANDBLAST CLEAN ALL
' T0 SILL
IBILtI (
PLATE t8 PER PLAN CONSTRUCTION JOINTS TYP
SECTION 'Al 24' —
6 CURB WHERE
BLOCK OUT AND OCCURS I 5'Xt'2'X12' PLATE
IX SILL PLATE WI 6ADVIA GROUT AFTER COL I TS COL SLAB WHERE
12 A$OLT MIN 2 -BOLTS IS INSTALLED C.i'. I�z OCCURS
PER SILL PIECE 2X STUD WALL I I 1/4
_ I
DBL HEAVY HEX NUT — ----- - ------------
SEE PL � ( I 1' DRYPACK 1' DRYPACK 1/4' I 1' DRYPACK '
� t- 1;I -n OF SLAB FIN FLOOR ;p I I
_ Z E
------... -_- •4 z I Z F
'Q N
Z - - - - - -- - -- � �, 2-1i4' DIA BOLTS U
2 -MI6 * TOP t BOT W/ LEVELING NUTS
I
. . ( 18' MIN AT �' I iv CONI. FTG. REtNF`G N Q- UNA.4�_W_ vt
* 9 OC
U > • I U 3-+4 EACH WAY
12 U.N.O.
3'-08 SQUARE
3-M4 EACH WAY " 'Xtt'Xt2' BASE PLATE
W/ 2-�'i4'DIA LTS AT HEAV" I' HEX NUT- J
WHERE T.S. COL. IS SEE DETAIL 11 ONC BEAM BEYC
BELOW GRADE, WIDEN SEE PLAN
CUR15 t0 PROVIDE MIN. 14'X9/4 "X14' PLATE W/
3' CONC. COVER FROM 4-16101A Wb4QLTS AT SA 3'-0' SQUARE FTG
SOIL ON ALL SIDES. SEE DETAI I0 W/ 3-04 £ H WAY
8-
9A
3/4"=1'-O" 8 3/4°=1' -ON 9
.0 Q * 12' O.C.
3/4" =1'-O"I 10
MASONRY WALL I ! 3X 61W W/ A/4'
2-2X6 StuDB W/ 3/4' DIA DIA, NEL. STUD ! 48'00 WHERE * 2X STUDS * 16' O.C. JOISTS OR RAFTERS
DOLTS * 24'OC AT SNEAK WALLS ( I 48"OC
! 4810C AT NON SHEAR WALLS
CCURS
2Xi STUD • 1610C. I I 2X4 FLAT TS Lt,N'1N PER PLAN 2X PLATE W/ HILTI L T BLOCK
SEE PLAN I I ON PINS * 48'OC * 48'00 W/ 2-lbd
TO TOP PLATE
DLOCK OUT AND �'
SLAB DEPRESSION
GROUT AFTER COL WHERE OCCURINCx
IS INSTALLED 1' DRYPACK
SEPLYWOOD SHEATHING 2X STUD WALL I I v4 TOP of CURB
EN. SEE PLAN ( I TOP OF SLAB �— BLOCK
T_
U 2 1 d PER BLK
At INTERSECTION WITH MASONRY I ( Z -Hod EA
lis t0 TOP PLATE
MASONRY WALL ---------- ----- ----- END TYP
. 2X STUDS * 16' O.G.
------------------ 2-2X TOP PLATE
2-2X6 STUDS W/ 3/4' DIA 91 V
DOLTS • 24'OC AT SHEAR WALLS
! 4880C AT NON SHEAR WALLS2X PLATE W/ 1/2'DIA 2x STUI:* • 1610C
_ _ _ I z 1_AJ5OLT * 48'OC
&ry %0'1 �. �� ■moi- N +C i-_ x.17 I=Trt Q IAI��ra
SEE PLAN ( - I -... . _ _.
I L--- 2X4 BLOCK EA SIDE
W/ 2-16d TOE NAILS
AT EACH ENO
" 'Xl'z'X12' BASE PLATE 1-+4 DONT.
W/ 2-3490IA A&OLTS AT�
WHERE T.S. COL. IB SEE DETAIL 11
SEEPL—
SPLYWOOD SHEAtHING BELOW GRADE, WIDEN
EE PLAN E7N. CURB TO PROVIDE MIN.
3' CONC. COVER FROM +3 TIES • 2410C
At WALL OPENING OR END 13 SOIL ON ALL SIDES
3/4"=1'-0" 13 3/4"=1'-0" 14 TYP NON-BEARING WALL 3/4"=1'-�" 1� TYP NON—BEARING WALL 3/4"=1'-0" 1(0
— 2_05
/-SEE PLAN2X6 STUDS * IVOC
it II /STEEL TUt10�E COL WHERE OCCtJB
—BASE PLATE
SEE DETAIL
1' DRYPACK di_�
U .L_ •
BEND At .END *
CONTINUATION OF: GRADE +3 TIESE3 12100
OF GRADE BEAM SEE DETAIL
WHERE OCCURS CONIC GRADE REAM
SEE PLAN 5-1 SEE PLAN FOR REINF
ARE FTG PAD
W/ 3-04 EACH WAY
3/4"=1'—O' 19
I ' MASONRY WALL
SEE PLAN 8' CONIC BLOCK MALL
I I DOWELS t0 MATCH VERT UJB 05 0 24'0.C. EA UJAY
2X6 PLATE W/ %4'0IA WALL REINFORCING
X 12' DOLTS * 48'OCI ( CONC FOOTIWx AEQ EQ
WHERE WALL OCCURS WHERE OCCURS IL +4 DOWELS * 48'OC
+3 TIESEI* 12'00 � 12 3 }(
3'-0' SQUARE FTG PAD
X
5 * 16'00 VERT
�4
12' C.M.I. WALL
WI «5 VERT *
16'00
N
m
DOUJELS SAME SIZE AND
_ _ a SPACING AS UJALL VERT
z I I EXTERIOR CONIC SLAB
z .q SEE ARCHT L
•
2-«5 CONT
8' C.M.U. WALL W/
5 * 2410C EA WAY
-45 CONT
2'CLR
0 00 ° �00
24' MIN
QO 00 90
+5 HORIZ * 24'OC
00 00
c 000 GRAVEL 6ACKFILL
W/ 410IA PERF-ERAI
2-5 CONT DRAIN PIPE TO
Oo d> °0O DAYLIGHT
0
21CLR oO O °
0 00°
0 0 0 0
0
0 0 0 GRAVEL BACKFILL
W/ 4'DIA PERFERATED
DRAIN PIPE TO
8 DAYLIGHT
o°
00
00g 00 000
O
;0 U ( W 1-5 CONT TOP t BOT Q
• • U .1 TYP UN.O. ON PLAN
1-5 CONT
Iuc�1Ai�1111i1111 NIII�I�I
TOP < SOT +3 TIES • 24'OC 2-+& CONT 110,
ALTERNATE BENTS
TOP ! BOT
SEE PLAN C14 • ' •
3—*4 CONT
20 3/4 =1'-o" 21 TYF. WALL_ SECTION 3/4"=1,_0„ 22
5-5 CONT
TYPICAL_ RETAINING WALL
X 4'-0'LONG * 4840.0.
+4 w 48'OC G,1 360
1- 5 CONT. T45 • 12
2- 06 CONT. T45 • 12A
12A
3/4" =1'-O' 12
:ONT
CM. WALL W/
* 24'OC EA WAY
0
HT. 'h'
48'
'a'
'b' '
ace
4'-6' MAX
4'-0'
+'S * 16100
*5 * IVOC
5-+5 CONT
2'-6' MAX
V-61'
S +0 2410C
5 * 24'OC
4-05 CONT
1
1
Virginio Dare Tower
10470 Foothill Blvd.
Rancho C u c o m o n 9 o
California 91730-3754
tel: 909 987 0909
fox: 909 980 9980
CONSULTANT
c K.B. LEUNG & ASSOCIATES
o . STRUCTURAL ENGWEW
9320 BASELINE ROAD, SUITE D
ALTA LOMA, CA 91701
(909) 944 — 0029
(909) 944 — 7963 FAX
R11n I1• .r l�
Hrrmu VC.0
QROFESS/O�
h
z
No. 1778
Exp. 6-30-01
T sTRUCT\3 `P
9rf OF C0,00��
APPROVED
A4LI'
JUL.3.0.12002
APPROVED ,,..," /I''''
LARRY-WOLFF
C-9784
Lp kmeo1/31/00 ��4=
OF
NO DATE BY REMARKS
>
fE'
DETAILS
1
i1-
DRAWN JW v
CHECKED KBL
43
DATE AUGUST 1999 2
3/4" = 1' -ON 24 JOB
A5 NOTED
JOB NO. SS -01-04 �