HomeMy WebLinkAboutFLOOD ZONE-5418 W Kedge Ave #2 - REV 1 - PlanDR
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Project Management
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56.20 FT HAG
R2
56.88 FT AFF
55.90 FT LAG
R2R2
56.88 FT AFF
R2
R2
56.88 FT AFF
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Project Management
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R1R1
56.20 FT HAG
56.88 FT AFF
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55.90 FT LAG
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SD1
Job #
Sheet No.:
Scale
Date
Pl
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SEAL:
SHEET DESCRIPTION :
02/10/2025
S25050
AT
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A
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54
1
8
W
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FOUNDATION
DETAILS
SINGLE LAYER INTERSECTION & CORNER
L
L
L
L
L
L
L L
L
L = 30 BAR DIAM. MIN. IN CONCRETE.
40 BAR DIAM. MIN. IN MASONRY.
DOUBLE LAYER INTERSECTION & CORNER
CONCRETE FOOTING INTERSECTION
REINF. MAY BE CONT. OR
ADD BARS WITH SAME SIZE
& SPACING AS
WALL/FOOTING REINF.
BEND
LAP SPLICE
STIRRUP
TIE OR HOOK
NOTES:
CROSSTIE
WIRE TIE END
D D
90° BEND
R
180° BEND
R12
"
4 db
2 1
2" MIN.
6 d
b
4" M
I
N
.
6db
3" M
I
N
.
* INCREASE LENGTH BY 30% FOR TOP BARS (HORIZONTAL
BARS SO PLACED THAT MORE THAN 12" OF FRESH CONC.
IS CAST IN THE MEMBER BELOW, EXCLUDE WALLS)
DE
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DE
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6 d
b
4" M
I
N
.
12
d
b F
O
R
#
6
T
H
R
U
#
8
3"
M
I
N
"
D= 4db FOR #3 THRU #5
D= 6db FOR #6 THRU #8
8db
8db
48 db
R= 3db FOR #3 THRU #8
R= 4db FOR #9 THRU #11
R= 5db FOR #14 THRU #18
1.PUT CROSSTIE W/ EACH STIRRUP ALT. 135°
BENDS (90° FOR CIRCULAR TIE)
2.ALL BENDS SHALL BE MADE COLD
TYP. REBAR DETAIL
24
"
12"
1.CONCRETE SLAB ON GRADE PER PLAN
2.CONT. REBAR PER FOOTING SCHEDULE
ON DETAIL 3
3.2X STUD PER PLAN
4.3x P.T.D.F. SILL PLATE W/ A.B. @ 48"
O.C OR SEE SHEAR WALL SCHEDULE,
USE SHOT PINS AS PER GENERAL
NOTES FOR NON- SHEAR WALLS.
NOTES:
- SEE DETAIL #3 FOR LEGEND &
INFORMATION NOT SHOWN.
2
1
3 4
7"
M
I
N
.
INTERIOR FOOTING DETAIL
D
W
2"
MI
N
.
PORCH SLAB
SLOPE TO DRAIN
6"
MIN.
F.G.
6"
MI
N
.
NOTE:
INFORMATION NOT SHOWN.
SEE DETAIL #3 FOR LEGEND AND
FACE OF STUDS
#3 X 24" DOWELS @ 24" O.C.
HOUSE FOOTING TO PORCH SLAB
NOTE:
SEE DETAIL #3 FOR LEGEND &
INFORMATION NOT SHOWN
CONC. SLAB
SHOT PIN SEE SHEET
S-0
NON-BEARING INTERIOR WALL
12
"
M
I
N
.
12"
7"
MI
N
.
EM
B
E
D
1.2X STUD WALL
2.SHEAR WALL AS OCCURS, SEE
PLAN AND SHEAR WALL
SCHEDULE
3.P.T.D.F. SILL PLATE W/ 5/8"Ø
ANCHOR BOLTS PER SHEAR
WALL SCHEDULE, (2) BOLTS PER
PIECE WITH (1) BOLT LOCATED
NOT MORE THAT 12" OR LESS
THAN 7db. FROM EACH END
AND/OR SPLICE OF THE PIECE.
4.(2) #5 BARS, TOP AND BOTTOM
5.#3 DOWELS @ 18" O.C. FOR 2
POURS
6.SLAB PER PLAN
7.SUBGRADE AND VAPOR BARRIER
PER PLAN
8.SCREED @ STUCCO FINISH
24
"
1
2
3
4
6
5
7
8
7"
FO
R
2
PO
U
R
S
ON
L
Y
FOOTING DETAIL
HDU
5" MIN.
16
"
MI
N
.
RE
T
U
R
N
3"
CL
R
.
le
1 3/4"
MIN.
E
E
le
18"
18
"
1.REBAR PER TABLE, CENTERED @ "HD"
(BEND REBAR @ CORNER). FOR
COND. B, LOCATE TOP REBAR 3" TO 5"
FROM TOP OF CONCRETE.
2.EDGE OF DEEPENED SLAB/FTG FOR
HOLDOWN @ INT. SHEAR WALL.
3.CONCRETE STEM/FOOTING WIDTH (8"
MIN. FOR 7/8"Ø BOLT, 6" MIN. FOR
5/8"Ø BOLT) ENTIRE EMBED. LENGTH.
4.SS BOLTS PER SCHEDULE.
5.FTG WIDTH (13" FOR 7/8"Ø BOLT, 9"
FOR 5/8"Ø BOLT).
6.EXTERIOR FOOTING EDGE.
7.CONCRETE CORNER.
8.CONCRETE END.
9.DEEPEND FOOTING AS REQUIRED TO
ENSURE PROPER EMBEDMENT
10.USE 16D SINKER NAILS. (0.148"X3 1/4").
NOTES:
- SEE PLANS FOR HOLDOWN
TYPES.
- SEE DETAIL #1 FOR LEGEND &
INFORMATION NOT SHOWN.
- REFER TO MANUFACTURER
SPECIFICATIONS FOR
INSTALLATION INFORMATION
NOT SHOWN.
- WHEN 3-2X MEMBER IS USED
FOR HDQ8 & HDU, 1/4"Øx4 1/2"
SDS SCREWS SHOULD BE USED.
SIMPSON
HOLDOWN SB BOLTS #4 BAR X 8'-0"
CENTERED @ HD*le (in.)
IN LIEU OF #4 USE
#5 BAR X 8'-0"
CENTERED @ HD *
HDU2 SB5/8x24 (2) TOP & BOT.(1) TOP & (1) BOT.
HDU4 (2) TOP & BOT.(1) TOP & (1) BOT.
HDU5 / HTT5 (2) TOP & BOT.(1) TOP & (1) BOT.
HDU8 / HDQ8 (2) TOP & BOT.(1) TOP & (1) BOT.
*CONT. FOOTING REINFORCEMENT CAN BE COUNTED AS PART OF REBAR REQUIREMENT
IF BAR SIZE ARE SAME AS THOSE REQUIRED PER SCHEDULE; OTHERWISE, BARS PER
SCHEDULE ARE ADDITIONAL.
SB BOLTS INSTALLATION @
SW @ EXT. FOOTING
SB BOLT INSTALLATION
@ SW @ INT. FTG/SLAB
PLAN VIEW SB @
CONC. CORNER
PLAN VIEW SB @
CONC. END
1
2
5
3
4 9
6
4
1
7
4
8
5"
MIN.
3"
CL
R
.
24"
NOTES:
-4x4 POSTS CAN BE REPLACED
W/ 2-2x4 AS LONG AS NAILS ARE
MAINTAINED W/ MIN. EDGE
DISTANCE AS REQUIRED BY
THE MANUF. SPEC. & S.W. EDGE
NAILS STAGGERED ON BOTH
STUDS.
-FOR NON-MONOPOUR
FOUNDATIONS, USE (2) #5
DOWELS PER EACH SB BOLT,
PLACED WITHIN 2" FROM THE
BOLT.
HOLD DOWN
8"8"
E-E SECTION
le
3"
CL
R
.
9 9
SB5/8x24
SB5/8x24
SB7/8x24
24"
24"
24"
SEE PLANS
1
52
3
4
3"CL
R
.
M
I
N
.
3"
CLR. MIN.
1"
1.MULTI - STUD OR POST PER PLAN.
2.SIMPSON COLUMN BASE
CB/LCB/CBSQ PER PLAN.
3.PAD REINF. PER PLAN. PLATE &
ANCHOR BOLTS WHERE OCCURS.
4.PAD FOOTING PER PLAN.
5.TOP OF HARDSCAPE/FINISH GRADE
WHERE OCCURS.
POST BASE
NOTE:
1.SPRAY BONDING AGENT
(INTRALOK OR SIMILAR) AT THE
JOINT BETWEEN OLD AND NEW
CONCRETE PRIOR TO POURING
NEW CONCRETE.
2.IF POST TENSION FOUNDATION:
VERIFY W/ POST TENSION
ENGINEER FOR LOCATION OF
STRANDS WHEN PLACING DOWELS
INTO EXISTING P.T. FTG. DO NOT
CUT STRANDS.
6"24"
2
1
3
[E]
FTG
[N]
FTG
6"24"
[N] FOOTING TO [E] FOOTING
15
°
1.(E) FOOTING
2.#4 DOWELS
3.5/8"Ø HOLE W/ SIMPSON "SET-3G"
EPOXY, ESR-4057 *SPECIAL INSPECTION
REQ'D
6"24"
2
1
3
[E]
FTG
[N]
FTG
6"24"
15
°
12" MIN.
[N] SLAB TO [E] FOOTING
8"12"
2
1
3
1.#3 DOWELS @ 18" O.C.
2.1/2" Ø HOLE W/ SIMPSON "SET-3G"
EPOXY, ESR-4057 SPECIAL
INSPECTION REQ'D
3.[E] CONC.
NOTES:
EXTERIORINTERIOR
SEE PLANS
1
2
3
3
1
FACE OF
STUD
NOTES:
- SEE DETAIL #1 FOR INFORMATION NOT SHOWN
- 4x4 POSTS CAN BE REPLACED WITH 2-2x4 AS LONG
AS NAILS ARE MAINTAINED WITH MIN. EDGE DISTANCE
AS REQUIRED BY THE SPEC. & S.W. EDGE NAILS
STAGG ON BOTH STUDS.
1.CENTERLINE OF POST
AND PAD FOOTING
2.POST IN WALL OR USE
COLUMN BASE, SEE
PLAN
3.PAD REINFORCEMENT,
SEE PLANS
SEE PLANS
PAD FOOTING DETAIL
ANCHOR BOLT TO [E] FOOTING
7"
MI
N
.
2
4
6
13 4"
MIN.
12
"
V.
I
.
F
.
1
3
51.[E] 2X STUDS
2.5/8"Ø A307 THREADED BOLT
3.2X BLK'G BETWEEN STUDS @
LENGHT OF SHEAR WALL W/ (6) 10d
@ EACH BLK'G
4.(E) CONC. SLAB
5.SHEAR WALL PER PLAN
6.DRILL 3/4"Ø W/ SIMP. SET-3G ICC
4057. INSTALL IN ACCORDANCE
WITH SIMPSON STRONG-TIE
RECOMMENDATIONS. SPECIAL
INSPECTION REQUIRED
3
2
13 4"
MIN.
UNDERPINNED HOLD DOWN
5/8"
A.B. Dia.Steel
F1554 Gr36
Plt. Washer Holdown
HDU5
CAPACITY (lbs)
5645
3"
MI
N
.
5/8" F1554 Gr36 HDU4 4565
5/8" F1554 Gr36 HDU2 3075
1
1.THREADED ROD PER TABLE
2.(E) CONC. FOOTING
3.GROUT
4.PLATE WASHER PER TABLE
3"
MIN.
1/4"x1½"x1½"
1/4"x1½"x1½"
1/4"x1½"x1½"
4
ANCHOR BOLT TO [E] FOOTING
7"
MI
N
.
2
4
6
13 4"
MIN.
12
"
V.
I
.
F
.
1
3
5
1.[E] 2X STUDS
2.5/8"Ø A307 THREADED BOLT
3.2X BLK'G BETWEEN STUDS @ LENGTH OF
SHEAR WALL W/ (6) 10d @ EACH BLK'G
4.(E) CONC. SLAB
5.SHEAR WALL PER PLAN
6.DRILL 3/4"Ø W/ SIMP. SET-3G ICC 4057.
INSTALL IN ACCORDANCE WITH SIMPSON
STRONG-TIE RECOMMENDATIONS.
SPECIAL INSPECTION REQUIRED
HOLD DOWN TO [E] FOOTING
13
"
MI
N
.
2
4
6
13 4"
MIN.
12
"
V.
I
.
F
.
1
3
51.POST PER PLAN
2.SIMPSON HDU2 W/ 5/8"Ø 9F1554 GR. 36)
THREADED BOLT
3.2X BLK'G BETWEEN STUDS @ LENGHT OF
SHEAR WALL W/ (6) 10d @ EACH BLK'G
4.(E) CONC. SLAB
5.SHEAR WALL PER PLAN
6.DRILL 3/4"Ø W/ SIMP. SET-3G ICC 4057.
INSTALL IN ACCORDANCE WITH
SIMPSON STRONG-TIE
RECOMMENDATIONS. SPECIAL
INSPECTION REQUIRED
5"
MI
N
.
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