BTTR2019-0004 Plans Revision 1DATEISSUED
T T
* DATE REVISION BY
TRAILER _ C 9/16/1 9 ISSUANCE KMK
"B"
LOCATION -
A 4 B
A3.1
I I
SEE NOTE 1
T - 7 _ =
8'-10" _
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AI
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a d - ALL SHEAR WALLS ARE TYPE 1�U.N.O
A C D L --1� I -HOLD DOWNS NOT REQUIRED EXCEPT FOR SILL PLATE BOLTS N
1 EARTHQUAKE z W
A�
TOP LOCK, SEE Q z
(�X� NOTES: . PROVIDE REVERSE CAMBER OF 1/2" @ CANTILEVER DETAIL 1 A/2B — O 0
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A C D �—x LEG TOP CANTILEVER
ICI T M10x9 ANGLE BRACE 2x12x30 STANDARD GREEN BOARD
q a / REDWOOD BASE PLATE UNDER
CONNECTION DETAIL NEW JACK STAND, SEE DETAIL 3C
A B D 1 SCALE: N.T.S
A
CONNECTION DETAIL 1 A
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A FL --------- _------ --- - BTTR2019=0004 w C 34055 m
C7 m
TEXP. C F'
13'-6" E 9�F CIVI"
CITY OF LA QU I NTA 13'-52 OF CA`�F
2 BUILDING DIVISION 2" x 6" x 13'-12" @ 24" O.C. 13'-12" 24"
A3.1 WOOD FLOOR JOIST (N) +3'-0" (N) +3'-0" O.C.
REVIEWED FOR w/ 2x6 FRAME T O.FIN. FLR. T.O.FIN. FLR.
GRD AT FIN. GRD. The contractor shall verify and
2'-8" 8'-�22'-8" CODE --- be responsible for all dimensions
11�� � �____ _� AT FIN. and conditions on the job and
13'-5" COMPLIANCE 2 0" 0" this office must be notified in
2FIN. ORD. FIN. GRID. writing of any variation from the
DATE05/13/2020 BY J dimensions and conditions shown
by these drawings.
NOTE:
* SUPPORT BEAM TO BE WELDED ONTO "I"
3/8"o REVISION 1 - REVISED TRAILER BEAM FRAME AT EACH END
HOLE TOP 2" x 9" x 8'-1" @ 8'-0" O.C.
FOUNDATION DESIGNS - SUPPORTBEAM 8'-1" (N) +3'y" (N) +3'-0" 8'-0" G.G.
�� T.O.FIN. FLR. T.O.FIN. FLR.
T - -
AT FIN. ORD. AT FIN. GR1 n n jj
EXISTING FIN. FLR. FIN. ORD. FIN. ORD.
z _
EXISTING MOBILE HOME FRAME NOTE:* EQUAL ANGLE BRACE TO BE WELDED
----- vONTO "I" BEAM FRAME AT EACH END
5 16 " �
------
3/4"0 THR'D BOLT NEW EARTHQUAKE TOP 1 1/2" x 1 1/2" x 8'-1" 8'-0" O.C. o �\
MIN. TYP. 8'-1" (N) +3'-0" (N) +3'-0"
5 ' MAX. LENGTH LOCK PER DETAIL B @ 8'-G O.C. LO.FIN. FLR T LO.FIN. FLR.
Cj EQUAL ANGLE BRACE
NEW TYPICAL MOBILE AT FIN. ORD. AT FIN, ORD. U- a�
1 3/4" MIN - 5 1/4" MAX HOME JACK STAND UNDER T ---- -�
W
NEW WOOD BEAM 0" 0"
FIN. GRD. FIN, ORD. LU Q
EXISTING FIN. ORD. Ir 7-1� O
Q
11 GA. NOTE:
W
NEW 2x12x30 STANDARD
1 3/4" MIN. GREEN BOARD /REDWOOD * CANTILEVER ANGLE BRACE END TO
BASE PLATE UNDER NEW 1'-8" x 8" @ 4'-0" O.C. BE WELDED ONTO "I" BEAM FRAME I1 n
JACK STAND CANTILEVER ANGLE BRACE w/ * SCREW BOLTS TO HOLD 26 FLOOR JOIST /SUPPORT N +3'-0" N +3'-0° 4'-0" O.C. L]
(2) SCREW BOLTS (EACH ENDJOISTT
3/8"o 1" LO.FIN. FLR. .O.FIN, FLR. Q OO Q
n � nn�
BOLT D °� AT FIN. ORD. AT FIN. ORD. u
0" 0"
TYP JACK SUPPORT DETAIL 3C oil2'-8„00 FIN. ORD. FIN. ORD.
SCALE: N.T.S
NOTE:
* STEEL "I" BEAM FRAME TO BE WELDED
EARTHQUAKE LOCK TOP DETAIL
INSIDE ONTO "I" BEAM (FRONT /REAR) AT
SCALE: N.T.S 2B 8" "' EACH END
28 x 10" x 39'-72 (INSIDE)
STEEL "I" BEAM FRAME 1>> 39'-72" (INSIDE)
E _ T.O.FIN. FLR T.O.FIN. FLR.
. GRD. AT FIN. GRD.
19055
AT FINJOB No.
2 L___— ____
0" 0"
FIN. ORD. FIN. ORD. SHEET TITLE
NOTE: BUILDING "A" BASE
* STEEL "I" BEAM (FRONT / REAR) TO BE STEEL FRAME PLAN
WELDED ONTO "I" BEAM FRAME AT EACH
28'x 10" x 13'-521" END INSIDE
STEEL "I" BEAM 1„
(FRONT / REAR) 13'-52
F T.O.FIN. FLR T.O.FIN. FLR. N.T.S
AT FIN. ORD. AT FIN. ORD. SCALE
T
2� G.A.D
DRAWN BY
o" o" K.M.K
FIN. ORD. FIN. ORD. CHECKED BY
START DATE 09/08/2019
SHEET NUMBER
u
DATE ISSUED
3
A A A A A A A7( B3.1 A A A A A A A
B B B B B B B B B B B B B B
A A C A C A C A C A C A C A C A C A C A C A C A C A C A C A A
F C D C D C D C D C D C D C D C D C D C D C D C D C D C D C F
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I F 181 FJi la� F I7
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J J J M129 TI-� UJT N�41LER J a �II J J _Lo
104
:IN T I n I 32" ON
B3.1 0 -� a T 2x6 F.J. @ 24 O.C. T 31L B3.1
F I M12 9 WITN�ILER
— IIX� IX� — — — A
LJ JJ�I = LJ �J ICJ ICJ �J B3.1
A\
II ZL------ 8 -1
---
59'-8"
w I
W I I I I
I
1 1 B 2 B3.1 3 B3.1 4
3/8"o
HOLE TOP
TRAILER
"All
LOCATION
3/4"0 THR'D BOLT
5" MAX. LENGTH
11 GA.
3/8"o
BOLT
EARTHQUAKE LOCK TOP DETAIL
TRIPOD
LEG
TRAILER
n�n
ALL SHEAR WALLS ARE TYPE 1\U.N.O
HOLD DOWNS NOT REQUIRED EXCEPT FOR SILL PLATE BOLTS
1. PROVIDE REVERSE CAMBER OF 1/2" C CANTILEVER
M 1 2 X 9 ENDS ON BOTH SIDES OF M10x9
2. ALL WELDING SHALL BE PER SHEET S-1
]RIPOD ]JOCK
TOP
CONNECTION DETAIL 1 A SCALE: N.T.S
EXISTING FIN. FLR.
EXISTING MOBILE HOME
FRAME
NEW EARTHQUAKE TOP
LOCK PER DETAIL B
NEW TYPICAL MOBILE
HOME JACK STAND UNDER
NEW WOOD BEAM
EXISTING FIN. GRD.
NEW 2x12x30 STANDARD
GREEN BOARD / REDWOOD
BASE PLATE UNDER NEW
JACK STAND
TYP JACK SUPPORT DETAIL___(
3CSCALE: N.T.S
2" x 6" x 16'-22" @ 24" O.C.
WOOD FLOOR JOIST w/
2x6 FRAME
A
CITY OF LA QU I NTA
BUILDING DIVISION
REVIEWED FOR
CODE
COMPLIANCE
DATE05/13/2020 BY �F
(N) +3'-0"
T.O.FIN. FLR.
AT FIN. GRD.
______�]
0
FIN. GRD.
NOTE:
* "C" BAR BRACE TO BE WELDED ONTO "I"
BEAM FRAME AT EACH END
8'-62„
1 2 x 3 x 8'-62" (N) +3'-0"
B @ 4'-0" O.C. T.O.FIN. FLR.
"C" BAR BRACE
---- AT FIN. GRD.
oll
FIN. GRD.
NOTE:
1 x 2 x 2' WASHER w/ (1) HOLE FOR * WASHER TO BE LOCATED INSIDE
SCREW BOLT @ 24" O.C. (EACH SIDE) "I" BEAM FRAME "D"
TO SUPPORT / HOLD FLOOR JOIST
(N) +3'-0"
T.O.FIN. FLR.
NOTE:
* CANTILEVER ANGLE BRACE END TO
2'-11" x 9" @ 4'-0" O.C. BE WELDED ONTO "I" BEAM FRAME
CANTILEVER ANGLE BRACE w/ * SCREW BOLTS TO HOLD / SUPPORT
(2 SCREW BOLTS (E CH END) 2x6 FLOOR JOIST (N) +3'-0"
D T.O.FIN, FLR.
AT FIN. GRD.
0„
4'-0»
FIN. GRD.
3" x 12" x 59'-5" (INSIDE)
STEEL "I" BEAM FRAME
N
Yx 12" x 59'-5"
STEEL "I" BEAM
(FRONT / REAR)
T
L___
NOTE:
* STEEL "I" BEAM FRAME TO BE WELDED
INSIDE ONTO "I" BEAM FRAME
FRONT REAR AT EACH END
8'-62„ (N) +3'-0"
T.O.FIN. FLR.
AT FIN. GRD.
FIN. GRD.
NOTE:
* STEEL "I" BEAM (FRONT / REAR) TO BE
WELDED ONTO "I" BEAM FRAME AT EACH
END INSIDE
16'-61
(N) +3'-0"
T.O.FIN. FLR.
CANTILEVER
M 12x9 ANGLE BRACE
CONNECTION DETAIL
SCALE: N.T.S
(N) +3'-0"
T 0 FIN FI R
4 �
EARTHQUAKE
TOP LOCK, SEE
DETAIL 1 A/2 B
STEEL
TRIPOD
SUPPORT
2x12x30 STANDARD GREEN BOARD
/ REDWOOD BASE PLATE UNDER
NEW JACK STAND, SEE DETAIL 3C
24"
##
C
DATE
9/16/19
REVISION BY
ISSUANCE KMK
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BUILDING "B" BASE
STEEL FRAME PLAN
N.T.S
SCALE
(N) +3'-0"
DRAWN BY G.A.D
T.O.FIN. FLR.
CHECKED BY K.M.K
AT FIN. GRD.
09/08/2019
START DATE
0"
SHEET NUMBER
FIN. GRD.