APPROVED BLD BLD2022-1177+Architectural_Plan+9.2.2022_1.15.23_PM+3088727J
GENERAL REQUIREMENTS
REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND REQUIREMENTS
SPECIFIC TO REFERENCED PROJECT.
NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES.
DESIGN CRITERIA
BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS):
2018 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
2018 WASHINGTON BUILDING CODE
2018 WASHINGTON RESIDENTIAL CODE
DEAD LOADS:
ROOF DEAD LOAD 15 PSF
FLOOR DEAD LOAD 15 PSF
WOOD WALL DEAD LOAD 12 PSF
INTERIOR WALL DEAD LOAD 9 PSF
CONCRETE 150 PCF
LIVE LOADS:
ROOF SNOW LOAD 25 PSF
FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF
PUSH PIERS/PIN PILE
MATERIALS:
BRACKET PLATES - ASTM A36
(MIN
YIELD
STRESS, Fy =
36 KSI /
MIN
TENSILE
STRESS,
Fu = 58
KSI)
PIER
TUBES
- ASTM A500 GRADE B
OR
C
(MIN
YIELD
STRESS, Fy =
50 KSI /
MIN
TENSILE
STRESS,
Fu = 55
KSI)
EXTERNAL SLEEVE - ASTM
A500 GRADE
B OR C
(MIN
YIELD
STRESS, Fy =
50 KSI /
MIN
TENSILE
STRESS,
Fu = 62
KSI)
PIER
CAP -
ASTM A529
GRADE 50
(MIN
YIELD
STRESS, Fy =
50 KSI /
MIN
TENSILE
STRESS,
Fu = 65
KSI)
COIL
ROD -
ASTM A193
GRADE B7
(MIN
YIELD
STRESS, Fy =
105 KSI / MIN TENSILE STRESS,
Fu = 125 KSI)
STEEL ANGLE SHAPES -
ASTM A36
(MIN
YIELD
STRESS, Fy =
36 KSI /
MIN
TENSILE
STRESS,
Fu = 58
KSI)
SHAFT COUPLER - ASTM
A513 TYPE
5
(MIN
YIELD
STRESS, Fy =
70 KSI /
MIN
TENSILE
STRESS,
Fu = 87
KSI)
SHAFT
COUPLING HARDWARE - GRADE 8
BOLTS WITH NUTS
HELIX
PLATES - ASTM A572 GRADE
50
(MIN
YIELD
STRESS, Fy =
50 KSI /
MIN
TENSILE
STRESS,
Fu = 65
KSI)
WELDING NOTES:
CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS
REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED.
CORROSION PROTECTION:
SACRIFICIAL DESIGN THICKNESS - CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL
THICKNESS DUE TO CORROSION FOR BLACK, UNCOATED STEEL. ANCHORS ARE DESIGNED
FOR 50-YEAR SCHEDULED SACRIFICIAL THICKNESS LOSS IN ACCORDANCE WITH ICC-ES AC358.
PUSH PIER & PIN PILE SPLICING:
PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. BUILDING WEIGHT WILL ENSURE
JOINTS DO NOT SEPARATE.
EXISTING UTILITY LINES:
CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING INSTALLATION
PUSH PIERS/HELICAL TIEBACKS/PIN PILE (CONT.
INSTALLATION:
SYSTEMS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. MINIMUM INSTALLATION
PRESSURE IS TO BE DETERMINED BY THE FOLLOWING EQUATION:
• PUSH PIER INSTALLATION PRESSURE (PSI): [DESIGN WORKING LOAD] X [FS = 2] / [HYDRAULIC
RAM AREA]
MINIMUM INSTALLATION DEPTH IS 10'-O" f UNO.
• PIN PILES ARE TO BE DRIVEN TO REFUSAL. INSTALLATION REFUSAL IS CONSIDERED TO BE
REACHED WHEN THE ENERGY FROM A 150 LB PNUEUMATIC HAMMER NO LONGER CARRIES A
VERTICAL DISPLACEMENT OF ONE INCH MOVEMENT OBSERVED IN A ONE MINUTE TIME SPAN TO
THE PILE.
MINIMUM INSTALLATION DEPTH IS 10'-O" t UNO.
NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT BE ACHIEVED.
.STING & INSPECTION
EXPIRES: 04/04/24
CONTINUOUS SPECIAL INSPECTIC, IS REQUIRED DURING INSTALLATION PER 2018 IBC SECTION 1810.4.12.
THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE FOLLOWING:
• PROJECT DESCRIPTION (ADDRESS, INSTALLATION DATE, PERMIT NUMBER
• PILE AND BRACKET CONFIGURATION
• PART DESCRIPTION (PRODUCT MANUFACTURER, BRACKET TYPE, PIER TYPE, PIER OUTSIDE DIAMETER, PIER
WALL THICKNESS)
• PIER INCLINATION, LOCATION, DEPTH, AND INSTALLATION PRESSURE ACHIEVED
LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM METHOD D1143 (QUICK METHOD) ON 20
PERCENT OF PIERS AND WILL BE SELECTED BY THE SPECIAL INSPECTOR. AN ALIGNMENT LOAD (AL) SHALL BE
APPLIED TO THE PILE PRIOR TO SETTING THE DEFLECTION MEASURING EQUIPMENT TO ZERO OR A REFERENCE
POSITION. THE AL SHALL BE NO MORE THAN 10% OF THE DESIGN LOAD. INCREMENTAL LOADING SHALL BE IN
ACCORDANCE WITH THE FOLLOWING SCHEDULE.
TEST
LOADING SCHEDULE
AL (.10
DL MAX)
0.25
DL
0.50
DL
0.75
DL
1.00
DL
1.25
DL
1.50
DL
1.25
DL
1.00
DL
0.75
DL
0.50
DL
0.25
DL
HOLD TIME
0 MIN.
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
HOLD FOR CREEP TEST (SEE BELOW)
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
MAX DEFLECTION
City Of Edmon s
Building Department
Work FOUNDATION STABILIZAT N
Address r
8526 216TH ST SW
0.04
Owner
KIN
-------------- ---
-------------------------
Approved Date,
--
9/21/2022
Building Official /7vstav-asc
- ---------- ---
W. W
Permit Number
------------- ----
BLD26 2-1177
LOAD TESTING CREEP ACCEPTANCE CRITERIA SHALL BE NO GREATER THAN 0.04 IN= 1=E----
PERIOD. IF MOVEMENT IS OBSERVED GREATER THAN 0.04 INCHES WITHIN THE 10 MINUTE PERIOD THE LOAD
TEST SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES, THE PIER IS TO BE DEEPENED AND RE -TESTED, OR
THE PIER IS TO BE ABANDONED AND REPLACED WITH A NEW PIER. IF THE LOAD TEST IS TO BE HELD THE
PIER MOVEMENTS SHALL BE MEASURED AT 15, 20, 30, 40, 50, AND 60 MINUTES. THE CREEP VERSUS THE
LOGARITHM OF TIME SHALL BE PLOTTED. IF THE CREEP RATE IS LESS THAN 0.080 INCHES BETWEEN 6 AND 60
MINUTES, THE LOAD TEST SHALL BE CONSIDERED SUCCESSFUL.
PUSH PIER TEST PRESSURE (PSI): [DESIGN LOAD] X 1.5 / [AREA OF HYDRAULIC RAM].
(Special Inspections are required for this permit.
■Provide the Special Inspection Reports as
(required in the Testing and Inspection notes i
.found on sheet S1.1. This report is to be
(provided to the City Building Inspector upon
■request. Please see clouded Special Inspections I
�on this sheet.
■ ■ ■ ■
■ ■ ■ ■ ■ ■ ■ ■ r
■■MIMI
Welding to be completed by: ■
I WABO certified welder or welding shop that will be used on this project.
2"Sfeu
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GENERAL NOTES
REVISIONS
PROJECT NO:
M FR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
APPROVED
PLANS MUST BE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
RECEIVED
SHEET NO:
ON JOB SITE
CODE COMPLIANCE
Sep 06 2022
S1.1
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NCFI GEOTECHNICAL - TERRATHANE 24-010 POLYURETHANE FOAM TERRATHANE GEOTECHNICAL - 24-010
INSTALLATION SEQUENCE
THE FOLLOWING INSTALLATION STEPS PROVIDE A BROAD OVERVIEW OF TERRATHANE
GEOTECHNICAL 24-010 POLYURETHANE FOAM INJECTION BENEATH A CONCRETE SLAB OR
PAVEMENT. INTERMEDIATE STEPS, INSTALLATION EQUIPMENT AND TOOLS USED, AND
CONSIDERATIONS FOR UNUSUAL CONDITIONS OR APPLICATIONS ARE NOT ADDRESSED.
STEP 1: ACCESS/APPLICATION HOLES ARE DRILLED (9/8"0) AT STRATEGIC LOCATIONS
IN THE SLAB. IN GENERAL, THE HOLES ARE SPACED 5 FEET APART AND
3 FEET FROM THE EDGES OF THE SLAB. LOCATIONS AND SPACING ARE
OFTEN MODIFIED IN THE FIELD TO ACHIEVE THE DESIRED RESULT.
STEP 2: INJECTION PORTS ARE PLACED TO SEAL THE HOLES.
STEP 3: TERRATHANE GEOTECHNICAL 24-010 POLYURETHANE FOAM IS INJECTED TO FILL
VOIDS AND ALLOW FOR LIFTING. LIFT MAY BE MONITORED WITH SURVEY
EQUIPMENT OR STRING LINES.
STEP 4: THE INJECTION PORTS ARE REMOVED AND THE HOLES ARE PATCHED WITH
MORTAR MIX, NEXUSPRO SILICONE JOINT SEALANT, OR EPDXY SEALANT.
TERRATHANE GEOTECHNICAL 24-010 POLYURETHANE FOAMS ARE MOST OFTEN USED BENEATH
EXTERIOR CONCRETE SIDEWALK AND PAVEMENT SECTIONS FOR STABILIZATION OR RELEVELING,
BUT ARE ALSO UTILIZED FOR INTERIOR WORK AND OTHER SPECIALTY APPLICATIONS.
TERRATHANE GEOTECHNICAL 24-010 POLYURETHANE FOAM IS OFTEN CONSIDERED AS AN
ALTERNATIVE TO MUDJACKING OR REMOVAL AND REPLACEMENT. SETTLEMENT OF RESIDENTIAL
SLABS IS TYPICALLY THE RESULT OF CONSOLIDATION OF POORLY COMPACTED FILL SOILS
AROUND FOUNDATIONS AND WITHIN UTILITY TRENCHES, SOFTENING OF WEAK NATIVE SOILS
AND FILL DUE TO INCREASES IN MOISTURE CONTENT, AND EROSION OR WASHOUT
CONDITIONS RESULTING FROM POOR DRAINAGE. CRACKED SLABS, FAULTING BETWEEN SLAB
SECTIONS, AND/OR OTHER OBVIOUS DOWNWARD VERTICAL MOVEMENT ARE TYPICALLY THE
FIRST OBSERVABLE SYMPTOMS OF SETTLEMENT FROM THE SURFACE, THOUGH VOIDS MAY
ALSO BE PRESENT BELOW AS RIGID SLABS CAN SPAN BETWEEN SUPPORT POINTS. WHEN
VOIDS ARE PRESENT, USING INERT, HYDROPHOBIC TERRATHANE GEOTECHNICAL 24-010
POLYURETHANE FOAM ALLOWS FOR UNDERSEALING OF THE REGION, PREVENTING ANY
FURTHER WASHOUT AND ACTING TO AGAIN PROVIDE UNIFORM SUPPORT TO THE BRIDGED
CONCRETE. WHEN SLABS HAVE SETTLED, WITH OR WITHOUT THE PRESENCE OF VOIDS, FOAM
CAN BE INJECTED TO CREATE LIFT WITHOUT ADDING SIGNIFICANT WEIGHT TO THE UNDERLYING
SOIL.
TERRATHANE GEOTECHNICAL 24-010 POLYURETHANE FOAM IS INSTALLED WITH CUSTOM-BUILT
INSTALLATION RIGS AVAILABLE AS TRUCK -MOUNTED OR TRAILER UNITS. THE BASIC
COMPONENTS OF THE SYSTEM INCLUDE MATERIAL STORAGE TANKS, A GENERATOR, AN AIR
COMPRESSOR, PUMPS, A PROPORTIONER, AND APPLICATOR(S)/ GUN(S). THE PROPORTIONER
INCLUDES A MATERIAL HEATER, PRESSURE REGULATOR, STROKE COUNTER, AND INSULATED
AND HEATED HOSES. THIS ENSURES THAT THE TWO PARTS ARE DELIVERED TO THE
APPLICATOR AT A CONSISTENT PRESSURE AND TEMPERATURE.
TERRATHANE GEOTECHNICAL - 24-010 POLYURETHANE FOAM TABLES
COMPONENT PROPERTIES
COMPONENT
B-24-010
A2-000
BROOKFIELD VISCOSITY AT 72°F
600 CPS AT 72°F
200 CPS AT 72°F
SPECIFIC GRAVITY
1.08
1.24
WEIGHT PER GAL
8.9 LBS
10.3 LBS
APPEARANCE
CLEAR AMBER LIQUID
CLEAR BROWN LIQUID
STORAGE TEMPERATURE
60°-90°F
60°-90°F
POLYURETHANE FOAM TABLES (CONT.)
REACTIVITY AT 110°F
CREAM TIME (SEC)
1
GEL TIME SEC
7
TACK FREE TIME SEC
12
RISE TIME SEC
17
PROCCESSING
PARAMETERS
ISO TEMPERATURE
100°-140°F
POLY TEMPERATURE
110°-140°F
MIXING PRESSURE STATIC
1000
PSI
MIXING PRESSURE DYNAMIC
800
PSI
MIX RATIO
BY WEIGHT
100 PARTS POLY: 116 PARTS ISO
BY VOLUME
100 PARTS POLY: 100 PARTS ISO
NOTE: INSTALL PER MFR RECOMMENDATIONS
EXPIRES: 04/04/24
PHYSICAL PROPERTIES
PHYSICAL PROPERTIES
TEST METHOD
FREE RISE
RESTRAINED
DENSITY
ASTM D1622
2.8 PCF
3.9 PCF
COMPRESSIVE STRENGTH
ASTM D1621
25.7 PSI
60.5 PSI
COMPRESSIVE MODULUS
ASTM D1621
695 PSI
1714 PSI
TENSILE STRENGTH
ASTM D1623
64.5 PSI
78 PSI
TENSILE MODULUS
ASTM D1623
96 PSI
------
WATER ABSORBTION
ASTM D2842
< 0.08 Ib%tz
< 0.08 Ib%tz
CLOSED CELL CONTENT
- - - - - - -
> 90%
> 90%
MAX SERVICE TEMP
- - - - - - -
180°F
180°F
ELONGATION
ASTM D1623
7.0%
------
SHEAR STRENGTH
ASTM C273
38.7 PSI
SHEAR MODULUS
ASTM C273
486 PSI
FLEXURAL STRENGTH
ASTM D790
57.8 PSI
------
FLEXURAL MODULUS
ASTM D790
1279 PSI
------
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SFA Design Group, LLL
` Po Il dRORIE Livermore,Livermore,CA I Seattle, WA
p: (50)91.8311 w .fmg. m
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GENERAL NOTES
If REVISIONS 1
PROJECT NO:
M FR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
SHEET NO:
S1.2
SAFEBASE STABILIZER SYSTEM INFO
PART
DESCRIPTION
COMMENTS
MIN YIELD
STRESS, Fy
MIN TENSILE
STRESS, F„
R
ASTM A36 R /2x6xO'-6" W/ (4) /g"0 HOLES W/ WELDED
WOOD BEAM
36 KSI
58 KSI
TOP
11/4"Ox11/2" IPS SCH 40 ASTM A53 PIPE
CONDITION
30 KSI
48 KSI
11/40 —7x12" ASTM A193 GRADE B7 THREADED ROD W/
THREADED ROD
11/40"-7 ASTM A194 GRADE 2H HEX NUT
75 KSI
125 KSI
HSS 4x4x3/16x0'-4" ASTM A500 GRADE B/C HD GALV PER ASTM
50 KSI
65 KSI
THREADED CAP
A123 W/ WELDED R3/4x4xO'-4" ASTM A36 & 11/4"0-7 ASTM 194
36 KSI
58 KSI
GRADE 2H HEX NUT
V/4x6x0'-6" ASTM A36 W/ (2) HOLES W/ WELDED HSS
36 KSI
58 KSI
BASE
4x4x3/ xO'-2" ASTM 500 GRADE B/C HD GALV PER ASTM A123
50 KSI
65 KSI
ASTM A36 BENT R /16x11/2Hx31/2WxO'-3 /g"L W/ WELDED
36 KSI
58 KSI
BEAM CRADLE
11/4"Ox11/ " IPS SCH 40 ASTM A53 PIPE
30 KSI
48 KSI
3/16" HIGH DENSITY POLYETHYLENE SHELL (21 "SQ BASE)
LIGHTFOOT
15 PCF POLYURETHANE (F'c=470-510 PSI)
3.375 KIPS MAX
BASE
10 PCF POLYURETHANE (F'c=285-310 PSI)
3.5 PCF POLYURETHANE (F'c=55-60 PSI)
ASTM A500, GRADE B/C HD GALV, PER ASTM A123
MAIN TUBE
HSS 31/2x31/2x11GA
50 KSI
65 KSI
NOTE:
INSTALL PER MFR RECOMMENDATIONS
N-
i
VICINITY MAP
SCALE: NTS
DO NOT PLACE PIERS
THIS ZONE W 0 DIRECTIOI
FROM ENGINEER
\
/
I
�"L
I L I i
L T
NO PIER PLACEMENT ZONE
EXPIRES: 04/04/24
FHIS ZONE W/O DIRECTION
FROM ENGINEER
—CONTRACTOR TO NOTIFY
FOR IF (E) FOUNDATION
CRACK IS PRESENT IN THE
SPAN BETWEEN FOUNDATION
BRACKETS
REC
VJIL) 4ve-
SCALE: NTS CITY O DMOND
DEVELOPME ICES
DEPARTMENT
sfa
5FA Design Group, Lir
Rortl . ORcI' Li,,Illle,fCA I Seattle, WA
p: (503) 91.8311 w .fags
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GENERAL NOTES
[REVISIONS 1
PROJECT NO:
MFR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
DSHEET NO:
S1.3
(E) FOUNDATION/(N) PIER/(N) FLR STABILIZER LAYOUT PLAN NOTES:
1. REFERENCE S1.1, S1.2 & S1.3 FOR GENERAL REQUIREMENTS
2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES BETWEEN
FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS PRIOR TO WORK TYP A
3• INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING
(CONTRACTOR TO VERIFY 6"Wx2'-0"H (E) CONC STEMWALL AND
1'-4"Wx8"DP (E) CONC FOOTING MIN TYP (NOTIFY ENGINEER OF
RECORD IF FIELD CONDITIONS DIFFER IN THE AREA OF WORK))
4 INDICATES WOOD WALL ON (E) CONC STEMWALL ON (E)
CONC FOOTING (NOTIFY ENGINEER OF RECORD IF FIELD
CONDITIONS DIFFER IN THE AREA OF WORK)) /
5• \ j INDICATES (N) POLYURETHANE BACKFILL PER DETAIL (\
2/S4.3 ((1) TOTAL)
6. � X/SX.X SECTION CUT — DETAIL NUMBER/SHEET NUMBER
7• (I�U INDICATES LOCATION OF SAFEBASEMENT PUSH PIER SYSTEM
W/ SAFEBASE—LD288 FOUNDATION BRACKET PER DETAILS ON S
4.1 ((10) TOTAL)
PUSH PIER INSTALLATION NOTES:
• MAX LOAD TO ANCHOR = 6,568 LBS
• 2.875"0 PIPE PILE W/ 0.165" THICK WALL
• 3.5"Ox36" LONG PIPE SLEEVE W/ 0.216" WALL
• MINIMUM 10'-0" INSTALLATION DEPTH
• MINIMUM 2,000 PSI INSTALLATION PRESSURE
• MINIMUM 1/4" FOUNDATION LIFT DURING INSTALLATION
8• INDICATES LOCATION OF 2%" 0 PIN PILE W/ FSI FS238B
FOUNDATION BRACKET PER DETAILS ON S4.2 ((6) TOTAL)
PIN PILE INSTALLATION NOTES:
• MAX LOAD TO ANCHOR = 3,489 LBS
• 2.375"0 PIPE PILE W/ 0.154" THICK WALL
• MINIMUM 10'-0" INSTALLATION DEPTH
• DRIVE UNTIL LESS THAN 1" MOVEMENT IS OBSERVED
IN A 1 MIN TIME SPAN WITH A 110LB (OR 140LB)
PNEUMATIC HAMMER
9• PIER SPACING SHALL BE AS INDICATED ON PLAN UNO
10. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION
CRACK IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS
11. ®INDICATES LOCATION OF SAFEBASEMENT FLOOR STABILIZER
W/ LIGHTFOOT STABILIZER BASE ((11) TOTAL)
MAX LOAD TO STABILIZER = 3,072 LBS
12. REPLACE "IN —KIND" ALL (E) WOOD MEMBERS (JOISTS,
PURLINS, SUBPURLINS, SHEATHING, STUDS, WALL PLATES)
WHICH SHOW SIGNS OF DRY ROT OR STRUCTURAL DAMAGE
13. CONTRACTOR SHALL NOT REMOVE ANY (E) POSTS OR PRE —CAST
FOOTINGS SUPPORTING THE (E) FLOOR FRAMING
14. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH
HYDRAULIC CEMENT OR EPDXY
15. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) LINO
16. [:] INDICATES APPROXIMATE LOCATION OF NCFI GEOTECHNICAL
TERRATHANE 24-010 POLYURETHANE FOAM OR EQUIVALENT
PER CONTRACTOR AS REQ'D. REF DETAIL 2/S4.4
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16'-0" 8'-5" 16'-5" 24'-0"
2'-0" I(4) EQ SPACES 2'-0"
r VnlnrP. in /nA /nI
(E) FOUNDATION/(N) PIER/(N) FLOOR STABILIZER LAYOUT PLi4wpo
SCALE: '/8"=1'-0"
CITY OF
DEVELOPMI
PI AN
sfa
5FA Design Group, LLr
PortlandR ORoI' Livermore,' CAI Seattle, WA
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(E) FDN/(N) PIER/
(N) FLR STABILIZER
LAYOUT PLAN
[REVISIONS 1
PROJECT NO:
MFR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
SHEET NO:
S2.1
1 S4.1 OPP
q/HOLES/
� '/8"0 HOLE
TYP ---, Q
� 6
LINE OF
SYMMETRY
4 � g" 0 HOLE
21f 5 BEYOND '
4
1 S4.1
SB-LD BRACKET - TOP
flo
7/8"0 HOLE TYP
�-/R/PIPE/HOLES
4
EA SIDE OF R
3/16 1-2
\-4" 0x0.39"x0'-9"
PIPE EA SIDE OF R
1 /S4.1
LINE OF
SYMMETRY
■
1/16,10
I�I■■I�d
•
8"
NOTES: r-
REF 1 /S4.1 FOR MATERIALS LIST
SB-LD BRACKET - FRONT
BEYOND
4
SCALE: 1 1/2"=1'-0"
SAFEBASE-SD FOUNDATION
BRACKET MATERIALS LIST
ITEM #
PART DESCRIPTION
DIMENSIONS
GRADE
1
MAIN R
V3/4x5x0'-93/4"
A36
2
SEAT R
El/4x10x0'-10"
A36
3
BACK R
R1/4x7x0'-10"
A36
4
TOP R
R3/4x3l/2xO'-81/2"
A36
5
STRAP
BENT E%x3x2'-O"
A36
6
MAIN TUBE*
HSS 31/2"OX0.188X0'-9"
A500
7
ALL THREADED RODS (2x)
3/4"ox1'-0"
A193
8
THREADED HEX NUTS (4x)
-
A194
9
PUSH PIER SHAFT*
PIPE 2.875"OX0.188x4'-O"
A500
10
PUSH PIER EXTERNAL SLEEVE**
PIPE 3.50"Ox0.220x3'-O"
A500
11
FRICTION REDUCER**
PIPE 3"00.1880'-1"
A53
* DIMENSIONS GIVEN AS OUTER DIAMETER x WALL THICKNESS x LENGTH
** ITEMS NOT SHOWN FOR CLARITY
1 S4.1
1'
mi.]
NOTES:
REF 1 /S4.1 FOR MATERIALS LIST
SB-LD BRACKET - SIDE
I N
SCALE: 1 1/2"=1 '-O"
EXPIRES: 04/04/24
SCALE: 1 1/2"=1 '-O"
1 S4.1
o ' _
LINE OF
7 SYMMETRY 8
%g O HOLE
YP
NOTES:
REF 1 /S4.1 FOR MATERIALS LIST
SB-LD BRACKET - BACKRECEI
0
SCALE: 1 1/2"� v oroM i
DEVELOPMENT SER
DEPARTMENT
sfa
5FA Design Group, LLr
,.Z. ORcI'Livermore,'CA Seattle, WAI
p:(503)91.8311 www.sfadg.com
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REVISIONS
PROJECT NO:
MFR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
SHEET NO:
S4.1
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[REVISIONS 1
PROJECT NO:
MFR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
FS238B BRACKET - BOT EI SHEET NO:
1 (� 026 S4.2
SCALE: 11/2"51 ' OP EDM DS
DEVELOPMENT SER
DEPARTMENT
(E) WALL SHEATHING
(E) EXTERIOR
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(E) INTERIOR GRADE
(E) CONC FOOTING
(CHIP FLUSH W/
STEMWALL AS REQ'D)
-FOUNDATION BRACKET
PER PLAN
SAFEBASE PUSH
PIER & EXTERNAL
SLEEVE PER PLAN
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NOTE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
(N) PUSH PIER TO (E) FOUNDATION DETAIL
SCALE: 1 "=1'-O"
PIER & EXTERNAL
NOTE: SLEEVE PER PLAN
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
RECE
(N) PUSH PIER TO (E) FOUNDATION DETAIL
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5FA Design Group, LLr
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[REVISIONS 1
PROJECT NO:
MFR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
SHEET NO:
S4.3
(E) WALL SHEATHING
(E) EXTERIOR
SURFACES (SAWCUT AS
REQ'D) ((E) EXTERIOR
GRADE AS OCCURS)
DIRECT INJECTION
POLYURETHANE PER PLAN
(E) WALL FRAMING
(E) FLOOR SHEATHING
L (E) FLOOR FRAMING
(PARALLEL AS OCCURS)
(E) CONC STEMWALL
(E) INTERIOR GRADE
III—III— I''
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PIN PILE PER
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NOTE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
(N) PIN PILE TO (E) FOUNDATION DETAIL
SCALE: 1 "=1'-0"
(E) WALL FRAMING
(E) WALL SHEATHING
(E) CONC STEMWALL
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DIRECT INJECTION
POLYURETHANE PER PLAN
NOTE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
DIRECT INJECTION VOID FILL DETAIL
EXPIRES: 04/04/24
11,,-5/8"0 HOLE DRILLED
FOR PRIMARY
INJECTION POINT
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INFLUENCE TYP
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SCALE: 1 "=1I9F EDM I
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REVISIONS
PROJECT NO:
MFR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
SHEET NO:
S4.4
I ' N
(E) INTERIOR GRADE
NOTES:
1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S
2. INSTALL PER MFR RECOMMENDATIONS
LF STABILIZER IN CRAWLSPACE
(E) FLOOR SHEATHING
R FRAMING
<31/2x%
-NTAL BEAM
\DLE OR BEAM
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ROD PER
NOTES
CAP PER
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NOTES
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SCALE: 1 "=1'-0"
(E) FLOOR SHEATHING �-/MECHANICAL TUBING
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STEEL BEAM END CONDITION
EXPIRES: 04/04/24
NOTE:
REF 1/S4.5 FOR CALLOUTS IN COMMON
(N) FLR STABILIZER W/ SUPPLEMENTAL BERWE
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SCALE: 1"O TYl-jiF EDM I
DEVELOPMENT SER
DEPARTMENT
SFA Design Group, LLL
P_1"d ROR`I'Livermore,fCA (Seattle, WA
p: (50)91.8311 .—fadg-m
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(REVISIONS 1
PROJECT NO:
M FR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
SHEET NO:
S4.5
(E) FLOOR SHEATHING
(E) FLOOR FRAMING TYP
�(Ei FLOOR BEAM
(4 /2"W MIN)
(E) INTERIOR GRADE
NOTES:
1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S
2. INSTALL PER MFR RECOMMENDATIONS
LF STABILIZER IN CRAWLSPACE
TOP PLATE PER GENERAL
NOTES W/ (4) #9X3"
WOOD SCREWS
THREADED ROD PER
GENERAL NOTES
THREADED CAP PER
GENERAL NOTES
MAIN TUBE PER
GENERAL NOTES
LIGHTFOOT FOOTING PER
GENERAL NOTES
SCALE: 1 "=1'-0"
EXPIRES: 04/04/24
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SFA Design Group, LLL
P_1"d ROR`I'Livermore,fCA (Seattle, WA
p: (50)91.8311 .—fadg-m
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(REVISIONS 1
PROJECT NO:
M FR22-157
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
08.30.2022
SHEET NO:
S4.6