HomeMy WebLinkAboutX2021-1661 - Alternative Material & Methods (2)SIMPSON STRONG WALL FOUNDATION SCHEDULE
SSW
ANCHORAGE
LENGTH (FT)
WIDTH (FT)
THICKNESS (IN)
LONGITUDINAL BARS
TR4NSYERSE
BARS
TOP
(5) M6 TOP
SSWISxio
SSWA51 STD
9'-0'
4'-0'
18'
(4) M6 BOTT.
(5) "6 BOTT.
I
1 f,
TYP. FU�>
C
t
TYP.
N
C -
T••,. , (N)CL
� I
(N) B TH
SHEAR WALL SCHEDULE
NUMBER
ALLOWABLE SHEAR
SILL PLATE TO
BLOCKING
TO
PLATE
MUD
SILL
TYPE
MATERIAL
DESCRIPTION
OF SIDES
FORCE (PLF)
BLOCKING CONNECTION
CONNECTION
TO
FOUNDATION
REMARKS
15/32"
APA STRUCTURE
—1
3/8" 0 LAG —SCREW
A35 @
24"
O.C.
A.B.
@
48"
O.C.
1
W/1Od
COMMON NAIL @
6/6/12
SINGLE
340
@ 12" O.C. x 5" MIN. EMBED.
15/32"
APA STRUCTURE
—1
3/8" 0 LAG —SCREW
A35 @
14"
O.C.
5/8'
A.B.
@
32"
O.C.
3X SILL PL.
2
W/1Gd
COMMON NAIL @
4/4/12
SINGLE
510
@ 8' O.C. x 5" MIN. EMBED.
15/32"
APA STRUCTURE
—1
3/8" 0 LAG —SCREW
A35 @
10"
O.C.
5/6"
A.B.
@
24"
O.C.
3X SILL PL.
3
W/1Od
COMMON NAIL @
3/3/12
SINGLE
665
@ 6" O.C. x 5' MIN. EMBED.
15/32"
APA STRUCTURE
—1
3/8" 0 LAG —SCREW
A35 @
8"
O.C.
%8'
A.B.
@
16"
O.C.
3X SILL PL.
4
W/1Od
COMMON NAIL @
2/2/12
SINGLE
870
@ 4.5" O.C. x 5" MIN. EMBED.
15/32"
APA STRUCTURE
—1
1/2" 0 LAG —SCREW
A35 @
5"
O.C.
5/8'
A.B.
@
12'
O.C.
3X SILL PL., PREDRILLED
5
W/1Od
COMMON NAIL @
3/3/12
BOTH SIDES
1330
@ 5" O.C. x 5" MIN. EMBED.
(2)-2X BLK'G OR 0 BLK'G
iJ I I 4" THICK CONC. SLAB W. #4 BARS @ 1 E
O.C. E.W. @ MID-DEPTH(U.N.O.) OVER 10
MIL MOISTURE BARRIER OVER 4" LAYER 0
7 :11
1/2" OR LARGER DIAMETER GRAVEL OVER
NATURAL FIRM SOIL
I(E) GARAGE
1
TYP. FD1 I
(N) BEDROOM
5
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(E) DECK (E) DECK Fic(E) DEC
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STRUCTURAL NOTES
(E) 12" WIDE X 24" DEEP CONCRETE
------------
FOOTING
(N)1-STORY 15" WIDE X 24" MIN. DEEI
CONCRETE FOOTING w/(2)-#4 T.&B.
CONTRACTOR NOTE:
• CONTRACTOR TO VERIFY ALL PLACES MARKED WITH "V.LF."
AND EXISTING FRAMING/CONDITIONS AND NOTIFY THE ENGINEER
OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO COMMENCING
ANY WORK.
• IF SITE CONDITION OTHER THAN PLAN, CONTRACTOR NEED
REPLACE THE EXISTING MEMBER WITH SIZE MARKED ON PLAN
OR NOTIFY THE ENGINEER
FOR DIMENSIONS NOT SHOWN SEE ARCHITECTURAL
DRAWINGS. (VERIFY ALL DIMENSION WITH ARCHITECTURAL PLANS)
ADDITIONAL NOTES
- 5/8" dio. A.B. (R.H., EPDXY BOLTS) @ 48" O.C. TYP. U.O.N.
FOR SH. W. A.B.'S SEE G.N. SHEET, SH. WALL SCHEDULE
- NAILS IN PRESSURE TREATED WOOD SILL PLATES SHALL BE HOT
DIPPED GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR
COPPER.
- ALL HOLD-DOWN CONNECTIONS SHALL BE TIGHTENED JUST
PRIOR TO ENCLOSURE.
- EXCAVATIONS SHALL BE MADE IN COMPLIANCE W/CAL/OSHA
REGULATIONS.
- CONTINUOUS INSPECTION BY A LICENSED DEPUTY INSPECTOR IS
REQUIRED FOR ALL EPDXY WORKS AND FOR CONCRETE WITH
f'c>2500 PSI.
4" THK. CONCRETE SLAB ON GRADE
W/ #4 BARS @ 16" O.C. E.W.CENTERED
PER CITY REQUEST, A 4-INCH THICK BASE OF Y2 INCH OR
LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR THE
PROPOSED SLAB ON GRADE CONSTRUCTION.
A MOISTURE BARRIER SHALL BE PROVIDED IN DIRECT CONTACT
WITH CONCRETE FOR THE PROPOSED SLAB ON GRADE
CONSTRUCTION. CARE SHALL BE EXERCISED TO AVOID DAMAGE
OF MOISTURE BARRIER DURING CONSTRUCTION.
ADDITIONAL NOTES
1. ALL THE EXISTING STRUCTURAL ITEMS INCLUDE BUT NOT
LIMITED TO ROOF MEMBERS, WALL MEMBERS, HOEDOWN, AND
CONNECTIONS, ETC. WHICH DID NOT SHOW /MENTIONED ON
PLAN SHOULD BE REMAINED. IT IS THE SOLE RESPONSIBILITY
OF CONTRACTOR AND HAS NOT BEEN TAKEN INTO
CONSIDERATION BY STRUCTURAL ENGINEER.
2. THE DESIGN, ADEQUACY, AND OVERALL SAFETY OF ANY
ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT
BEEN TAKEN INTO CONSIDERATION BY THE STRUCTURAL
ENGINEER.
3. OBSERVATION VISITS TO THE SITE BY STRUCTURAL ENGINEER
ONLY CONSTITUTE INSPECTION OF ALL THE NEW MEMBERS AND
CONNECTIONS ON PLANS.
0 PAD FOOTING SCHEDULE
8 2'-0" SQ.X12" DEEP FTG. W/(3)-#4 E.W.
SYMBOLS & LEGENDS
® 04 COLUMN PER PLAN U.N.O.
SPAN AND DIRECTION OF JOIST
FRAMING MEMBER PER PLAN
SHEAR PANEL NUMBER, MIN.
LENGTH NOTED, REFER TO
Q "SHEAR WALL SCHEDULE" ON
L_ S-0 FOR MORE INFRO
(LENGTH IS FROM CENTER OF
POST TO CENTER OF POST)
DETAIL NUMBER
DETAIL SHEET NUMBER
CONC, FT'G EDGE
(N) PAD FIG. SIZE PER TABLE
POST OR POINT LOAD ABOVE
Structural Design by:
W.H. CONSULTANT
8 WHATNEY, SUITE 100,
fBVINE, CA 92618
(949)-229-3357
info®whengineeringgroup.com
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No.C88467
Exp.03-31-
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REVISIONS
® 1ST
PC— 07.28.2021
Q 2ND
PC— 09.08.2021
SITE
REVISION 12.07.21
SITE
REVISION 1.18.22
ASITE
REVISION 3.7.22
Title:
FOUNDATION
PLAN
Date: 06-01-2021
Scale: PER PLAN
Drawn By.
L.J.
Job. 21165
Sheet:
S.1
X��ZI-I19191
—Of —Sheets
SHEAR MAT'L WHERE
OCCURS
N GALVANIZED SHEET
2x STUD WALL SMETAL CAP
3'x3'xl/4" THICK SLOT'D a 2% SLOPE
STEEL WASHER PLATES a
PER A.B. f vzr,
°
6' CONIC. WALL W/ 05 0 16'
E.W. g 4.
/\/\\ X n
\//\//\ \ BITUMINOUS WATERPROOFING Q
° j W/ GALVANIZED SHEET
\\\% METAL FLASHING ON TOP
° FRENCH DRAIN
°
(3) 04 BARS TOP
EXTERIOR FOOTING RETAINING WALL 116
WOOD WALL
SEE PLAN # SHEAR MAT'L
A.B., PER PLAN SEE PLAN
4x8 PT LEDGER W/ HU 2x I" IUDSILL
HANGER W/ 3/4'0
BOLTS �@ 16' O.G. U.O.N. QEN.
STAGGERED (l)-ADDIT. GONTIN.
FLOOR SHEATHING `=' "5 BAR a LEDGER
PER PLAN 290 SLOPE BOLT d PA.
a
��
m
FLR. SHT'G
(SEE PLAN)
2x F/J (SEE
PLAN)
SIMPSON PE
(SEE PLAN)
� SLAB SEE PLAN
SIMP PA 23 \ / BITUMINOUS WATERPROOFING
pG, W/ GALVANIZED SHEET
METAL FLASHING ON TOP
EXPANSION JOINT MAT'L
a CONCRETE STEM
AND CONT. FOOTING
PER PLAN
d 4<
Q
A
Q 4
O
O ° ° a °
CONCRETE WALL TO WOOD FLOOR 115
3LK'G
(SEE
aN)
P.T. POST
'C4Z (SEE
aN)
"4 s BOTT.
:H WAY
REINFORCED PAD / SQUARE
SCOOP FOOTING
14
13
Structural Design by:
W.H. CONSULTANT
1590 OAKI.AND RD., STE B112
SAN JOSE, CA 95131
(949)-229-3357
hdo•whengineeriaggroup.com
QROFESS/C
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REVISIONS
01ST PC— 07.28.2021
Q 2ND PC— 09.08.2021
QSITE REVISION 12.07.2
QSITE REVISION 1.18.22
QSITE REVISION 3.7.22
Title:
FOUNDATIOI
DETAILS
Date: 09-08-2021
Scale: PER PLAN
Drawn By.
L.J.
Job:
21165
Sheet:
FD-2
—Of —Sheets
i