HomeMy WebLinkAbout210 El Dorado St # A&B - 2025 -FOUNDATION PLAN
ELEV.=0'SCALE 3/16" = 1'-0"
UNIT A UNIT B
6 6
A
A
2 2
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
1 1
4 4
5 5
3 3
S-1
3/16" = 1'-0"
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Feb. 26, 2023
2024-0114
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10'-0"
UNIT A UNIT B
SCALE 3/16" = 1'-0"
2ND FLOOR FRAMING PLAN
ELEV.=11'
10'-0"10'-0"10'-0"
6 6
A
A
2 2
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
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1 1
4 4
5 5
3 3
BEAM SCHEDULE FOR 2ND FLOOR FRAMING
S-2
3/16" = 1'-0"
SE
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2024-0114
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9'-0"
UNIT A
UNIT B
ROOF FRAMING PLAN
9'-0"
9'-0"
9'-0"
SCALE 3/16" = 1'-0"
6 6
A
A
2 2
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
1 1
4 4
5 5
3 3
BEAM SCHEDULE FOR ROOF FRAMING
S-3
3/16" = 1'-0"
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Feb. 26, 2023
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TOP OF CONCRETE
(2) 3/4" SSWAB for SSW12
2x2
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
3"
3"
112"MODEL NO.TOTAL
LENGTH
12" MODEL SSWHSR3/4-2KT
SSWHSR3/4-3KT
DIAMETER
3/4"24"21"
3/4"36"33"
SSWHSR1-2KT
SSWHSR1-3KT
1"24"21"
1"36"33"
15", 18", 21 AND
24" MODELS
MODEL NO.STEEL STRONG-
WALL WIDTH
12" MODEL
SSWAB3/4x24
SSWAB3/4x24HS
SSWAB3/4x30
SSWAB3/4x30HS
SSWAB3/4x36HS
DIAMETER LENGTH
3/4"24"19"
3/4"24"19"
3/4"30"25"
3/4"30"25"
3/4"36"31"
SSWAB1x24
SSWAB1x24HS
SSWAB1x30
SSWAB1x30HS
SSWAB1x36HS
1"24"19"
1"24"19"
1"30"25"
1"30"25"
1"36"31"
15", 18", 21 AND
24" MODELS
SSW WIDTH
24
3/4" OR 1" HIGH
STRENGTH ROD
HEAVY HEX NUT
FIXED IN PLACE ON
ALL SSWAB ANCHOR
BOLTS
HX
HX ON
EXTENSION KIT TOP OF
CONCRETE
SSWHSR
HIGH STRENGTH
COUPLER NUT
SSWAB
CUT TO LENGTH
AS NECESSARY
SSWHSR
AND SSWAB
ASSEMBLY
1
SSWHSR_KT
HIGH STRENGTH
COUPLER NUT
TOP OF CONCRETE
LE
N
G
T
H
3"
le
3"
ASSEMBLY =
SSWAB
+ SSWHSR + 3"
le
l e
le
36
HEAVY HEX NUT
HEAVY HEX NUT
FIXED IN PLACE ON
ALL SSWAB
ANCHOR BOLTS
HS
HS ON HIGH
STRENGTH MODELS
1
LE
N
G
T
H
3"
LENGTH
DIAMETER
HEAVY HEX NUT
PLATE WASHER
le
(2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24 (2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
(2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
l e
l e
HAIRPIN INSTALLATION
(GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.)
SSWAB
#3 HAIRPIN (#3 TIE SIMILAR).
SEE TABLE FOR REQUIRED QUANTITY.
SECTION A-A
SSWAB
#3 HAIRPIN (#3 TIE SIMILAR).
SEE TABLE FOR REQUIRED QUANTITY.A
A
4" MIN
3"
LL MIN
3"
FIELD TIE AND SECURE DURING
CONCRETE PLACEMENT. OVERLAP
VARIES WITH BOLT SPACING.
#3 HAIRPIN,
GRADE 60 REBAR (MIN.)
SSWAB
HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT
112" CLR 112" CLR 112" SPACING
h t
FIELD TIE AND SECURE DURING
CONCRETE PLACEMENT.
#3 TIE, GRADE 60
REBAR (MIN.)
SSWAB
CURB OR STEMWALL FOUNDATIONSLAB ON GRADE FOUNDATION
3"
de
INTERIOR FOUNDATION
NOTES:
1. SEE 2/SSW1 AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES.
2. SEE 4/SSW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED.
3. MAXIMUM H = le - de. SEE 5/SSW1 AND 6/SSW1 FOR le.
H
3" CLR. MIN.
W
3"
de
H
3" CLR. MIN.
3"
de
H
3" CLR. MIN.
3"
de
3" CLR. MIN.
BRICK LEDGE FOUNDATION
SSWAB
SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.
MINIMUM CURB/STEMWALL
WIDTH PER 4/SSW1.
SSWAB
SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.
MINIMUM CURB/STEMWALL
WIDTH PER 4/SSW1.
SSWAB
SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.
SSWAB
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
1
2
STEEL STRONG-WALL ANCHOR BOLT SHEAR ANCHORAGE 4
6
3
5SSWAB TENSION ANCHORAGE SCHEDULE 2500 PSI SSW ANCHOR BOLT TEMPLATES
SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI
SSW ANCHOR BOLT EXTENSION
STEEL STRONG-WALL ANCHORAGE - TYPICAL SECTIONS
SSW ANCHOR BOLTS 7
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
1/2 W 1/2 W
W
1/2 W 1/2 W
W
1/2 W 1/2 W
W
1/2 W 1/2 W
ST
E
E
L
S
T
R
O
N
G
-
W
A
L
L
AN
C
H
O
R
A
G
E
D
E
T
A
I
L
S
EN
G
I
N
E
E
R
E
D
D
E
S
I
G
N
S
SSW1
W
SLAB OR CURB AND
SURROUNDING FOUNDATION
NOT SHOWN FOR CLARITY
1
2 W
SIMPSON STEEL
STRONG-WALL
FOUNDATION PLAN VIEW
SSWAB
12 W12 W
1
2 W
SEE TABLES BELOW FOR DIMENSIONS
NOTES:
1.ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED
OR UNCRACKED CONCRETE AS NOTED.
2.ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR
HIGH STRENGTH (HS) (ASTM A449).
3.SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY
USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4.
4.WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
5.FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS.
THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
6.REFER TO 1/SSW1 FOR de.
STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE
DESIGN
CRITERIA
CONCRETE
CONDITION
ANCHOR
STRENGTH
SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
SEISMIC
CRACKED
STANDARD 8,800 22 8 16,100 33 11
9,600 24 8 17,100 35 12
HIGH STRENGTH 18,500 36 12 33,000 51 17
19,900 38 13 35,300 54 18
UNCRACKED
STANDARD 8,800 19 7 15,700 28 10
9,600 21 7 17,100 30 10
HIGH STRENGTH 18,300 31 11 32,300 44 15
19,900 33 11 35,300 47 16
WIND
CRACKED
STANDARD
5,100 14 6 6,200 16 6
7,400 18 6 11,400 24 8
9,600 22 8 17,100 32 11
HIGH STRENGTH
11,400 24 8 21,100 36 12
13,600 27 9 27,300 42 14
15,900 30 10 31,800 46 16
19,900 35 12 35,300 50 17
UNCRACKED
STANDARD
5,000 12 6 6,400 14 6
7,800 16 6 12,500 22 8
9,600 19 7 17,100 28 10
HIGH STRENGTH
12,500 22 8 21,900 32 11
14,300 24 8 26,400 36 12
17,000 27 9 31,500 40 14
19,900 30 10 35,300 43 15
NOTES:
1.ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED.
2.ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM FI554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449).
3.SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4.
4.WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
5.FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
6.SEE 1/SSW1 AND 2/SSW1 FOR W AND de.
STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 3500 PSI CONCRETE
DESIGN
CRITERIA
CONCRETE
CONDITION
ANCHOR
STRENGTH
SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
SEISMIC
CRACKED
STANDARD 9,000 20 7 15,700 29 10
9,600 21 7 17,100 31 11
HIGH STRENGTH 18,200 32 11 33,000 46 16
19,900 34 12 35,300 48 16
UNCRACKED
STANDARD 8,800 17 6 15,700 25 9
9,600 19 7 17,100 27 9
HIGH STRENGTH 18,600 28 10 32,600 40 14
19,900 30 10 35,300 42 14
WIND
CRACKED
STANDARD
6,000 14 6 7,300 16 6
7,300 16 6 13,500 24 8
9,600 20 7 17,100 29 10
HIGH STRENGTH
11,800 22 8 22,700 34 12
13,500 24 8 27,400 38 13
17,000 28 10 32,300 42 14
19,900 32 11 35,300 45 15
UNCRACKED
STANDARD
6,000 12 6 7,500 14 6
7,500 14 6 12,800 20 7
9,600 17 6 17,100 25 9
HIGH STRENGTH
12,800 20 7 21,300 28 10
14,800 22 8 26,000 32 11
16,900 24 8 31,300 36 12
19,900 27 9 35,300 39 13
STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR4500 PSI CONCRETE
DESIGN
CRITERIA
CONCRETE
CONDITION
ANCHOR
STRENGTH
SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
SEISMIC
CRACKED
STANDARD 8,700 18 6 16,000 27 9
9,600 20 7 17,100 29 10
HIGH STRENGTH 17,800 29 10 32,100 42 14
19,900 32 11 35,300 45 15
UNCRACKED
STANDARD 9,100 16 6 15,700 23 8
9,600 17 6 17,100 25 9
HIGH STRENGTH 17,800 25 9 32,500 37 13
19,900 27 9 35,300 39 13
WIND
CRACKED
STANDARD
5,400 12 6 6,800 14 6
8,300 16 6 11,600 20 7
9,600 18 6 17,100 26 9
HIGH STRENGTH
11,600 20 7 21,400 30 10
13,400 22 8 25,800 34 12
17,300 26 9 31,000 38 13
19,900 29 10 35,300 42 14
UNCRACKED
STANDARD
6,800 12 6 6,800 12 6
8,500 14 6 12,400 18 6
9,600 16 6 17,100 23 8
HIGH STRENGTH
12,400 18 6 21,600 26 9
14,500 20 7 26,700 30 10
16,800 22 8 32,200 34 12
19,900 25 9 35,300 36 12
NOTES:
1.SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM f'c=2,500 PSI CONCRETE. SEE DETAILS
1/SSW1 TO 3/SSW1 FOR TENSION ANCHORAGE.
2.SHEAR REINFORCEMENT IS NOT REQUIRED FOR PANELS INSTALLED ON A WOOD FLOOR, INTERIOR FOUNDATION
APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS.
3.SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY
USE WIND ANCHORAGE SOLUTIONS.
4.WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B.
5.MINIMUM CURB/STEMWALL WIDTH IS 6" WHEN STANDARD STRENGTH SSWAB IS USED.
6.USE (1) #3 TIE FOR SSW12 AND SSW15 WHEN THE STEEL STRONG-WALL PANEL DESIGN SHEAR FORCE EXCEEDS THE
TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD.
7.CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-11 D.8.2.
STEEL STRONG-WALL SHEAR ANCHORAGE
MODEL
SEISMIC3 WIND4
Lt OR
Lh (in.)
SHEAR
REINFORCEMENT
MIN. CURB /
STEMWALL
WIDTH (in.)
SHEAR
REINFORCEMENT
MIN. CURB /
STEMWALL
WIDTH (in.)
ASD ALLOWABLE SHEAR LOAD V (lbs.)6
6" MIN CURB / STEMWALL 8" MIN CURB / STEMWALL
UNCRACKED CRACKED UNCRACKED CRACKED
SSW12 9 (1) #3 TIE 6 NONE REQUIRED -1230 880 1440 1030
SSW15 12 (2) #3 TIES 6 NONE REQUIRED -1590 1135 1810 1295
SSW18 14 (1) #3 HAIRPIN 85 (1) #3 HAIRPIN 6
HAIRPIN REINFORCEMENT ACHIEVES MAXIMUM ALLOWABLE
SHEAR LOAD OF THE STEEL STRONG-WALL PANELSSW2115(2) #3 HAIRPIN 85 (1) #3 HAIRPIN 6
SSW24 17 (2) #3 HAIRPIN 85 (1) #3 HAIRPIN 6
1. STEEL STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY, INC."
HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597.
"SIMPSON STRONG-TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY.
2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE
BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER.
4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY
COMPONENTS FOR THE STEEL STRONG-WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT
TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF
MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER.
7. SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS
WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.
8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.
STEEL STRONG-WALL MODELS
SINGLE-STORY SSW ON CONCRETE
ALTERNATE GARAGE WALL OPTIONS
FIRST FLOOR AT WOOD FRAMING
TWO-STORY STACKED FLOOR FRAMING
1
3 12
STRONG-WALL ON CONCRETE
5
TWO-STORY STACKED
TOP OF WALL HEIGHT ADJUSTMENTS
6'6ó[ò6&5(:63529,'(':,7+:$//
14
14
14
14
14
14
14
12
12
12
12
12
12
12
SSW24x11
SSW24x13
SSW24x12
SSW24x9
SSW24x10
SSW24x8
SSW24x7
SSW21x13
117 1/4 3 1/2
5 1/2
5 1/2
5 1/2
141 1/4
153 1/4
129 1/4
5 1/2
3 1/2
3 1/2
3 1/2
93 1/4
105 1/4
80
153 1/4
SSW21x12
SSW21x11
SSW21x10
SSW21x9
SSW21x8
SSW21x7
SSW18x12
SSW18x13
SSW12
SSW15
5 1/2
5 1/2
3 1/2
3 1/2
141 1/4
129 1/4
117 1/4
105 1/4
5 1/2
5 1/2
3 1/2
3 1/293 1/4
80
153 1/4
141 1/4 9
9
QTY. OF
SCREWS
TOP OF WALL
3 1/2SSW15x9105 1/4
SSW18x11
SSW18x9
SSW18x10
SSW18x8
SSW18x7
SSW15x12
SSW15x11
SSW15x10
SSW18
SSW21
SSW24 3 1/280
5 1/2
3 1/2
3 1/2
3 1/2
105 1/4
117 1/4
129 1/4
93 1/4
5 1/2
5 1/2
3 1/2
129 1/4
141 1/4
117 1/4
SSW15x8
SSW15x7
SSW12x10
SSW12x9
SSW12x8
MODEL
NO.
SSW12x7
3 1/2105 1/4
3 1/2
3 1/2
3 1/2
80
93 1/4
117 1/4
(2) 1"
3 1/2
3 1/2
T (in)
80
93 1/4
H (in)
(2) 3/4"
ANCHOR
BOLTS
9
HOLDOWN
6
9
9
9
9
6
6
6
4
6
6
4
4
4
1
STEEL STRONG-WALL MODELS
WALL PROFILES
W
SSW24
SSW21
SSW18
SSW15
2
2. SEE SHEET SSW1 FOR ANCHORAGE SOLUTIONS.
(2) 3/4"
(2) 3/4"
(2) 3/4"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
W
H
T
SSW24x11-STK
SSW24x13-STK
SSW24x12-STK
SSW24x9-STK
SSW24x10-STK
SSW24x8-STK
- -
SSW21x13-STK
SSW21x12-STK
SSW21x11-STK
SSW21x10-STK
SSW21x9-STK
SSW21x8-STK
- -
SSW18x12-STK
SSW18x13-STK
SSW15x9-STK
SSW18x11-STK
SSW18x9-STK
SSW18x10-STK
SSW18x8-STK
- -
SSW15x12-STK
SSW15x11-STK
SSW15x10-STK
SSW15x8-STK
- -
MODEL
NO.
- -
STD. WALL -STK WALL
SSW15x7.4 3 1/285 1/2 (2) 1" 6- -
SSW12x7.4 3 1/285 1/2 (2) 3/4" 4- -
SSW18x7.4 3 1/285 1/2 9(2) 1" - -
12SSW21x7.4 3 1/285 1/2 (2) 1" - -
14SSW24x7.4 3 1/285 1/2- -
(2) 1"
TABLE NOTES:
- -
- -
- -
ADDITIONAL 1-1/8" DIAMETER
HOLES MAY BE DRILLED THRU
WOOD STUDS AT ANY HOLE
LOCATION MATCHING AN
OBROUND HOLE IN
PRE-ATTACHED
WOOD STUDS
1/4" HOLES TO ATTACH
OPTIONAL BLOCKING OR
FRAMING
HOLES PREDRILLED IN
STUDS FOR WIRING.
PREFABRICATED HOLES IN STEEL
PANEL. (VARY WITH EACH MODEL)
ADDITIONAL CUTTING OF STEEL
WALL OR ENLARGING OF EXISTING
HOLES NOT PERMITTED.
STEEL PANEL
ELECTRICAL BUSHINGS
AT ALL ROUND MECHANICAL HOLES.
OPTIONAL PILOT HOLE
OR
ALTERNATE
7
TOP PLATE
ATTACH TOP OF WALL TO TOP PLATES
:,7+6'6ó[ò6&5(:6 3529,'('
78" MAXIMUM WOOD SHIM
WITH SDS 14" x 312" SCREWS.
FOR SHIMS GREATER
THAN 78", SEE
RIM JOIST, BEAM,
OR BLOCKING
IF APPLICABLE
5
STEEL PANEL FLANGE.
4
GARAGE WALL OPTION 1
POST & POST
BASE DETAIL
BY OTHERS
GARAGE WALL OPTION 2
SHEAR TRANSFER
DESIGN & DETAILS
BY OTHERS
7-FT. HIGH STEEL STRONG-WALL MODELS
ARE 80", 2" TALLER THAN 7-FT. HIGH WOOD
STRONG-WALL SHEARWALLS
REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR:
1. SHEAR TRANSFER
2. OUT OF PLANE LOADING EFFECT
3. INCREASED OVERTURNING AND DRIFT DUE
TO ADDITIONAL HEIGHT.
FOR GARAGE WALL OPTION 2
OR
ALTERNATE
52
4
4
NOTE:
318" MIN WIDTH
HEADER BY
OTHERS. FOR
MULTI-PLY HEADER
REQUIREMENTS
SEE 11SSW24x7
SSW21x7
CURB
H
SSW18x7
SSW15x7
SSW12x7
OPENING
HEIGHT
ROUGH
SSW15x8
SSW12x8
SSW18x8
SSW21x8
SSW24x8
512"
6"
512"
6"
7' - 112"
7' - 2"
8' - 234"
8' - 314"
GARAGE HEADER
ROUGH OPENING HEIGHT
No.
MODEL
1. THE HEIGHT OF THE GARAGE CURB
ABOVE THE GARAGE SLAB IS CRITICAL
FOR THE ROUGH HEADER OPENING AT
GARAGE RETURN WALLS.
2. SHIMS ARE NOT PROVIDED WITH
STEEL STRONG-WALL.
3. FURRING ON UNDERSIDE OF GARAGE
LESSER ROUGH OPENING HEIGHTS.
ROUGH
OPENING
HEIGHT
H
CURB
STEEL
STRONG-WALL
JOIST HANGER
(IF REQUIRED)
NAILING
BY OTHERS
SECTION
FRAMING BY
OTHERS,
TYPICAL
PLACE SSW PANEL OVER
THE ANCHOR BOLTS AND
SECURE WITH HEAVY
HEX NUTS. (PROVIDED)
USE 114" WRENCH / SOCKET FOR 3/4" NUT
USE 158" WRENCH / SOCKET FOR 1" NUT
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
RAKE WALL
ADJACENT
FRAMING
BY OTHERS
ATTACH SDS SCREWS
TO SHIM BLOCK
4x SHAPED
SHIM BLOCK
(12" MAX. DEPTH
AT TALL END)
LTP4 SPACING
BY OTHERS
2x FLAT SHIM BLOCK
ADJACENT FRAMING
BY OTHERS
ATTACH SDS SCREWS
TO BLOCKING
CRIPPLE SHEAR WALL,
BLOCKING AND STRAP
BY OTHERS
4x SHIM BLOCK
ATTACH SDS SCREWS
TO SHIM BLOCK
4x SHIM BLOCKLTP4 SPACING
BY OTHERS
2x FLAT SHIM BLOCK
ADJACENT FRAMING
BY OTHERS
CRIPPLE WALL
REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR:
1. SHEAR TRANSFER
2. OUT OF PLANE LOADING EFFECT
3. INCREASED OVERTURNING AND DRIFT
DUE TO ADDITIONAL HEIGHT.
ATTACH WITH SDS14" x 412"
SCREWS TO SHIM BLOCK
INSTEAD OF SDS14" x 312"
SCREWS PROVIDED.
8TWO-STORY STACKED FLOOR SECTION
W
OR
ALTERNATE
9
52
SSW-STK OPTION
(FACTORY INSTALLED)
FIRST STORY WALL:
ADD -STK TO MODEL
NAME.
EXAMPLE: SSW21x9-STK
STANDARD
STEEL STRONG-WALL
AT 2nd FLOOR
OR
ALTERNATE
74
ORDER TWO-STORY
STACKED WALL
CONNECTOR KIT
SEPARATELY.
MODEL SSW_-2KT .
EXAMPLE: SSW21-2KT
RIM JOIST
2nd STORY
STEEL STRONG-WALL
SHEAR TRANSFER PLATE
AND #14 SELF-DRILLING SCREWS
(PROVIDED WITH SSW_-2KT).
SOLID BLOCKING BELOW
STEEL STRONG-WALL
BETWEEN FLOOR FRAMING
FIRST STORY
STEEL STRONG-WALL
FLOOR SHEATHING
SHEAR TRANSFER
BY OTHERS
(SIMPSON LTP4 SHOWN FOR
ILLUSTRATION)
PERPENDICULAR FLOOR FRAMING SPACED
AT 2'-0" OC MAXIMUM. WHERE FRAMING
IS PARALLEL TO WALL, INSTALL
BLOCKING WITHIN 6" OF EACH END OF
STEEL STRONG-WALL. BLOCKING DEPTH
SHALL MATCH FLOOR FRAMING DEPTH.
SDS 14" x 312" SCREWS
(INCLUDED WITH WALL)
10d COMMON NAILS
(NOT PROVIDED)
11MULTI-PLY HEADERS
1" DIAMETER
DRILL 1 1/16" MAX DIAMETER
HOLE IN DOUBLE TOP
PLATE FOR RODS
SOLID BLOCKING BELOW
INTERIOR ELEVATION
EXTERIOR ELEVATION
RIM JOIST
ATTACH TOP OF SSW TO
TOP PLATES WITH
8
SIMPSON A34 EACH SIDE
HEAVY HEX NUTS TOP
AND BOTTOM (PROVIDED
WITH SSW_-2KT). NUTS SHALL
BE SNUG TIGHT. DO NOT
USE AN IMPACT WRENCH.
STEEL STRONG-WALL
FOR SHIMS GREATER
THAN 7/8" SEE 5
ROD
LENGTH
ROD LENGTH
MAXIMUM
FACTORREDUCTION
18 INCHES 1.00
21 INCHES 0.94
ROD LENGTH IS TOTAL OF FLOOR
JOIST DEPTH PLUS TOP PLATES
PLUS SHIM THICKNESS.
6'6ó[ò6&5(:6
THREADED RODS
(PROVIDED WITH SSW)
SHEAR TRANSFER PLATE
AND #14 SELF-DRILLING SCREWS
10d COMMON NAILS
PLACE SSW PANEL OVER THREADED
RODS AND SECURE WITH HEAVY HEX
NUTS (PROVIDED). USE
1 5/8" WRENCH/SOCKET FOR 1" NUT
SET LOWER NUT FLUSH
WITH TOP OF SHEATHING.
SSW BASE PLATE SHALL
SIT FLUSH & LEVEL ON NUTS.
2"x2"x1" DEEP MAX. IN
SHEATHING & RIM JOIST.NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
DEEP HOLE OR NOTCH
DRILL 2" DIAMETER x 1"
(NOT INCLUDED)
(PROVIDED WITH
SSW_2KT)
SHEAR TRANSFER
BY OTHERS
(LTP4 SHOWN)
24
NO.
MODEL
21
18
15
WIDTH
(in)
WALL
TWO-STORY STACKED
WALL CONNECTION KIT
SSW24-2KT
SSW21-2KT
SSW18-2KT
SSW15-2KT
CONTENTS
EACH KIT CONTAINS:
(1) SHEAR TRANSFER PLATE
(with #14 SCREWS)
(2) 1" x 48" THREADED RODS (ASTM A36)
(6) HEAVY HEX NUTS
INSTALLATION INSTRUCTIONS
(PROVIDED WITH SSW_-2KT)
SSW
SSW MULTI-PLY HEADER CROSS SECTION
MULTI-PLY HEADERS MAY BE
USED WITH STEEL STRONG-
WALL FOR WIND DESIGNS OR
IN SEISMIC DESIGN CATEGORIES
A-C (IBC & IRC) ONLY
SSW WITH MULTI-PLY HEADER
1 1
2"
2"2"
1" MIN.
TYP.
1 1
2"
INSTALL SDS14"x312"
SCREWS. SEE SIDE VIEWS
FOR NUMBER & SPACING
(SCREWS BY INSTALLER)
HEADER BY OTHERS.
2 PLY 2x12 MIN WITH 12"
SHEATHING BETWEEN PLYS
OR 2 PLY 134"x1178" MIN. LVL
(2 PLY LVL SHOWN)
SDS14"x312" SCREWS
PROVIDED WITH WALL
16d COMMON NAILING. SEE SIDE
VIEWS FOR SPACING.
SIDE VIEW
NOTE:
2
3
1
STEEL STRONG-WALL
(SSW18 SHOWN)
1 INSTALL SDS 1/4"x3 1/2" SCREWS
HORIZONTALLY THROUGH LVL OR
2 x LUMBER HEADER PLYS. 4 SCREWS
FOR SSW15, SSW18, SSW21 AND SSW24.
SDS 1/4"x3 1/2" SCREWS PROVIDED
WITH WALL
FASTEN PLYS TOGETHER WITH 16d
COMMON NAILS AT 16" O.C. ALONG EACH
2
3
EDGE OF BEAM.
15/32" SHEATHING BETWEEN
2x HEADER PLYS SHALL MATCH HEADER
4
DEPTH AND EXTEND FULL WIDTH OF
SSW, MINIMUM.
4
4
2
COUPLER NUT
SOLID BLOCKING BELOW
PLACE SSW PANEL OVER THREADED
RODS AND SECURE WITH HEAVY HEX
NUTS (PROVIDED). USE
1 1/4" WRENCH/SOCKET FOR 3/4" NUT
1 5/8" WRENCH/SOCKET FOR 1" NUTSET LOWER NUT FLUSH
WITH TOP OF SHEATHING.
INTERIOR ELEVATION
EXTERIOR ELEVATION
SHEAR TRANSFER
WITH SSW_-1KT)
SHEAR TRANSFER
BY OTHERS
(LTP4 SHOWN)
RIM JOIST
SIMPSON A34 EACH SIDE
SSW BASE PLATE SHALL
SIT FLUSH & LEVEL ON NUTS.
2"x2"x1" DEEP MAX. IN
SHEATHING & RIM JOIST.
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
STEEL STRONG-WALL
#14 SCREWS TO
PANEL (PROVIDED
10d COMMONS
FIRST FLOOR AT WOOD FRAMING NOTES:
1. USE WOOD FIRST-FLOOR ALLOWABLE LOAD TABLES FROM THE
STRONG-WALL CATALOG FOR THIS INSTALLATION.
2. USE ALTERNATE DETAIL TO ACHIEVE MAXIMUM ON-CONCRETE
ALLOWABLE LOADS.
3. FOR TWO-STORY STACKED STEEL STRONG-WALLS WITH WOOD
FIRST FLOOR, USE ALTERNATE DETAIL .
4. REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER
FROM RIM JOIST TO SILL PLATE AND SILL PLATE TO FOUNDATION.
AND THREADED
STEEL
STRONG-WALL
JOIST HANGER
(IF REQUIRED)
SECTION
PLATE. (PROVIDED
BLOCKING
BELOW SSW
WITH SSW_-1KT)
TO FRAMING
7
7
FLOOR FRAMING AT 2'-0"
OC MAX. WHERE FRAMING
IS PARALLEL TO WALL,
INSTALL BLOCKING WITHIN
6" OF EACH END OF SSW.
BLOCKING DEPTH SHALL
MATCH FLOOR FRAMING.
RODS (INCLUDED
WITH SSW_-1KT)
DEEP HOLE OR NOTCH
DRILL 2" DIAMETER x 1"
NO.
MODEL
15
WIDTH
(in)
WALL
WOOD FIRST-FLOOR
WALL CONNECTION KIT
SSW24-1KT
SSW21-1KT
SSW18-1KT
SSW15-1KT
CONTENTS
EACH KIT CONTAINS:
(1) SHEAR TRANSFER PLATE
(with #14 SCREWS)
(2) 3/4"x18" or 1" x 18" THREADED
RODS (ASTM A36)
(2) COUPLER NUTS
(2) HEAVY HEX NUTS
INSTALLATION INSTRUCTIONS
12 SSW12-1KT
SSW1 FOR
ANCHORAGE
SOLUTIONS.
SEE SHEET
18
21
24
ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY.
MODEL SSW_-1KT . EXAMPLE: SSW21-1KT
(NOT PROVIDED)
9 NOTES
ALTERNATE 1ST FLOOR WOOD FRAMING
PLACE SSW PANEL OVER
THE ANCHOR BOLTS AND
SECURE WITH HEAVY
HEX NUTS. (PROVIDED)
USE 114" WRENCH / SOCKET FOR 3/4" NUT
USE 158" WRENCH / SOCKET FOR 1" NUT
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
SEE TO FOR
ANCHORAGE SOLUTIONS
7
10
6
SEE SHEET SSW4
FOR GARAGE PORTAL
SYSTEM WHEN SSWP-KT
IS SPECIFIED
1 4
SEE TO FOR
ANCHORAGE SOLUTIONS
1 4
UPPER PANEL SHEAR
TOTAL FOR SSW12, 6 SCREWS TOTAL
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
FOR 8" TO 12" BLOCK DEPTHS:
SIMPSON CS16 STRAPS REQUIRED
WITH 10dx1ò NAILS (0.148" x 1.5")
SHIM BLOCK HEIGHTS GREATER
THAN 8" AND UP TO 10":
8 NAILS INTO BLOCK
8 INTO SSW NAILER STUD
SHIM BLOCK HEIGHTS GREATER
THAN 10" AND UP TO 12":
10 NAILS INTO BLOCK
10 INTO SSW NAILER STUD
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
HEADER MAY BE NECESSARY FOR
H
ST
E
E
L
S
T
R
O
N
G
-
W
A
L
L
FR
A
M
I
N
G
D
E
T
A
I
L
S
EN
G
I
N
E
E
R
E
D
D
E
S
I
G
N
S
SSW2
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REVISIONS BY
REVISIONS BY
REVISIONS BY
REVISIONS BY
REVISIONS BY
REVISIONS BY
LOT COVERAGE SUMMARY:
TOTAL LANDSCAPED AREA: 2,163 SF.
294 SF. OF WST USE ON LAWN (13.6%)
912 SF. OF MEDIUM WATER USE PLANTS (42.2%)
877 SF. OF LOW WATER USE PLANTS (40.5%)
80 SF. OF NO WATER USE ON MULCH (3.7%)
HARDSCAPE IN FRONT SETBACK: 486.8 SF. (39%) < 40%
(TOTAL FRONT SETBACK AREA: 1250 SF.)
DATE REVISIONS
SCALE
DATE
PROJECT NO.
DRAWN BY
CHECKED BY
SHEET NO.
OF 3 SHEETS
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0
18
3
2
S
A
N
D
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O
S
T
.
W
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S
T
C
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V
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N
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,
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A
.
9
1
7
9
0
AS SHOWN
P2135
CHIAC H E N G PERNG
NO.
5
8
4
0
12-31-2026
1-5-2025
L-1
LA
N
D
S
C
A
P
E
PL
A
N
T
I
N
G
P
L
A
N
Hydrozone # & Planting Description - e.g., 1) Lawn/Turf, 2) Low water, 3) Medium water, etc.
Plant Factor (PF)-
Irrigation Method- Overhead Spray or Drip
Irrigation Efficiency (IE)- 0.75 for Overhead Spray, 0.81 for Drip
ETWU (Annual Gallons Required) = ETo x 0.62 x ETAF x Area
MAWA (Annual Gallons Allowed) = ETo x 0.62 x [(ETAF x Area) + ((1-ETAF) x SLA)]
0.62 Conversion Factor
Area is total Reg. Landscape area
SLA is total Special Landscape area
ETAF is 0.55 for residential areas, and 0.45 for non-residential areas
LANDSCAPE ARCHITECT: CAMILLE PERNG (RLA # 5840)
TWO TREES DESIGN INC.
626.278.2766
PROJECT ADDRESS: 210 EL DORADO ST, ARCADIA, CA 91006
ASSESSOR PARCEL NUMBER: 5779-008-002
PROJECT APPLICANT: AMY MYINT TEL: 626.255.9336
WATER EFFICIENT LANDSCAPE WORKSHEET
REFERENCE ETO:50.2 (Pasadena)
HYDROZONE #
PLANT
FACTOR
(PF)
IRRIG.
METHO
D
IRRIG.
EFFICIE
NCY (IE)
ETAF
(PF/IE)
HYDROZO
NE AREA
IN SF.FT
ETAF X
AREA
ESTI. TOTAL
WATER USE
(ETWU)
REGULAR LANDSCAPE AREA
#1 NONE 0 NONE 0.81 0.00 80 0.00 0.00
#2 LOW 0.15 DRIP 0.81 0.19 877 166.63 5,186
#3 LOW-MEDIUM 0.30 DRIP 0.81 0.37 0 0.00 0
#4 MEDIUM WATER 0.5 DRIP 0.81 0.62 912 565.44 17,599
#5 WARM TURF 0.6 DRIP 0.81 0.74 294 217.56 6,771
#6 HIGH WATER 0.7 DRIP 0.81 0.86 0 0.00 0
#7 POOL/SPA 0.85 NONE 0.75 1.13 0 0.00 0
(Average)(A)(B)
0.44 2,163 949.63 29,556
SPECIAL LANDSCAPE AREA (SLA)- INCLUDES AREA IRRIGATED WITH RECLAIM WATER
ETWU = ETo x 0.62 x ETAF x Area
MAWA = ETo x 0.62 [(ETAF x LA) + ((1-ETAF) x SLA)]
1 0
2 0
3 0
(C)(D)
TOTAL 0 0 0
Total ETAF x Area (B)
TOTAL ETWU 29,556Total Area (A)
Average ETAF B / A
MAWA 37,027
DATE REVISIONS
SCALE
DATE
PROJECT NO.
DRAWN BY
CHECKED BY
SHEET NO.
OF 3 SHEETS
TW
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A
.
9
1
0
0
6
01-05-2025
CP
LA
N
D
S
C
A
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A
R
C
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T
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C
T
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A
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D
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N
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S
CA
L
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F
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R
N
I
A
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L
A
#
5
8
4
0
18
3
2
S
A
N
D
I
E
G
O
S
T
.
W
E
S
T
C
O
V
I
N
A
,
C
A
.
9
1
7
9
0
AS SHOWN
P2135
CHIA C H E N G PERNG
NO.
5
8
4
0
12-31-2026
1-5-2025
L-2
LA
N
D
S
C
A
P
E
IR
R
I
G
A
T
I
O
N
P
L
A
N
DATE REVISIONS
SCALE
DATE
PROJECT NO.
DRAWN BY
CHECKED BY
SHEET NO.
OF 3 SHEETS
TW
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T
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DE
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0
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A
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,
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A
.
9
1
0
0
6
01-05-2025
CP
LA
N
D
S
C
A
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A
R
C
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T
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C
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A
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D
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S
CA
L
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F
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R
N
I
A
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L
A
#
5
8
4
0
18
3
2
S
A
N
D
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G
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T
.
W
E
S
T
C
O
V
I
N
A
,
C
A
.
9
1
7
9
0
AS SHOWN
P2135
CHIAC H E N G PERNG
NO.
5
8
4
0
12-31-2026
1-5-2025
NOT TO SCALE
SECTION/ELEVATION
NOT TO SCALE
SECTION/ELEVATION
NOT TO SCALE
SECTION PLAN VIEW
NOT TO SCALE
L-3
LA
N
D
S
C
A
P
E
DE
T
A
I
L
S