APPROVED BLD-RESUB 1-Structural Plans-7.27.2022 (2)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:
FLOOR DEAD LOAD 15 PSF
INTERIOR WOOD WALL DEAD LOAD 9 PSF
BRICK WALL DEAD LOAD 78 PSF
CONCRETE 150 PCF
LIVE LOADS:
FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF
FSI PIN PILES
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
(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)
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.
INSTALLATION:
SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. MINIMUM INSTALLATION
REFUSAL REQUIREMENTS FOR PIN PILES AND MINIMUM INSTALLATION TORQUE IS TO BE
DETERMINED BY THE FOLLOWING VERBIAGE/EQUATION:
FSI PIN PILES (CONT.)
PIN PILE SPLICING:
PIN PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. BUILDING
WEIGHT WILL ENSURE JOINTS DO NOT SEPARATE.
TESTING & INSPECTION
CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION PER 2018
IBC SECTION 1810.4.12. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING
AND RECORDING THE FOLLOWING:
EXPIRES: 04/04/24
• 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
DEFLECTION
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
0.04 INCHES
LOAD TESTING CREEP ACCEPTANCE CRITERIA SHALL BE NO GREATER THAN 0.04 INCHES WITHIN A
10 MINUTE 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.
PIN PILE TEST PRESSURE (PSI): [DESIGN LOAD] X 1.5 / [AREA OF HYDRAULIC RAM].
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'-0"f UNO. APPROVED
PLANS MUST BE
NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT BE ACHIEVED. ON JOB SITE
EXISTING UTILITY LINES:
r CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING INSTALLATION.
City Of Edmonds
Building Department
Work FOUNDATION STABILIZATION
Address
1005 7TH AVE S
Owner--------------------TOMIK----
---------------------
Approved Date 08/05/2022
Building Official
Permit Number
lce'wU�Ofst 1Gi
BLD2022-0582
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
RESUB
Jul 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SFA Design Group, LLL
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P_j"d ROR`IELivermore, fCA (Seattle, WA
p: (50) 91.8311 w .fadg. M
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GENERAL NOTES
(REVISIONS 1
1 /1\ 1 07-27-22 1
PROJECT NO:
M FR21-217
DESIGNED BY:
MEK
DRAWN BY:
MEK, JAM
CHECKED BY:
CVR, JLD
DATE:
05.05.2022
SHEET NO:
S1.1
SAFEBASE 2.5 STRUCTURAL LIFTING FOAM
MATERIAL PROPERTIES:
• VISCOSITY OF RESIN AT 77'F:
"A" 200 f 50 Cps
"B" 550 t 50 Cps
• SPECIFIC GRAVITY AT 25':
"A" 1.24 9mI
"B" 1.05 &1
• MIXING RATION, % BY VOLUME:
"A" 50
"B" 50
• COLOR:
"A" AMBER
"B" LIGHT YELLOW
• SHELF LIFE OF SYSTEM:
12 MONTHS
TYPICAL REACTION PROPERTIES
• CREAM TIME AT 77°F f 6 SECONDS
• RISE TIME AT 77°F t 12 SECONDS
• CREAM TIME AT 150'F t 2 SECONDS
• RISE TIME AT 150'F t 12 SECONDS
CLOSED CELL CONTENT: >90%
DENSITY (FREE RISE CORE) t 2.3 — 2.5 LBS/FT^3
DENSITY (IN PLACE) f 3.0 — 5.0 LBS/FT^3
COMPRESSIVE (FREE RISE) t 35 PSI
COMPRESSIVE (IN PLACE) t 60 — 75 PSI
SAFEBASE STRUCTURAL LIFTING 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.
SAFEBASE STRUCTURAL LIFTING FOAM 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 SAFEBASE STRUCTURAL LIFTING FOAM EXPANDING 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.
SAFEBASE STRUCTURAL LIFTING 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.
SAFEBASE 2.5 STRUCTURAL LIFTING FOAM (CONT.)
INSTALLATION SEQUENCE
THE FOLLOWING INSTALLATION STEPS PROVIDE A BROAD OVERVIEW OF SAFEBASE 2.5
STRUCTURAL LIFTING 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: SAFEBASE STRUCTURAL LIFTING 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.
EXPIRES: 04/04/24
SAFEBASE STABILIZER SYSTEM INFO
PART
DESCRIPTION
COMMENTS
MIN YIELD
STRESS, Fy
MIN TENSILE
STRESS, F„
V
ASTM A36 V /2x6x0'-6" W/ (4) /g"0 HOLES W/ WELDED
WOOD BEAM
36 KSI
58 KSI
TOP
11/4"0x1 1/ " IPS SCH 40 ASTM A53 PIPE
CONDITION
30 KSI
48 KSI
11/40"-702" 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
THREADED CAP
A123 W/ WELDED V3/4x4x0'-4" ASTM A36 & 11/4"0-7 ASTM 194
50 KSI
36 KSI
65 KSI
58 KSI
GRADE 2H HEX NUT
V1/4X6x0'-6" ASTM A36 W/ (2) HOLES W/ WELDED HSS
36 KSI
58 KSI
BASE
4x4x3/16x0'-2" ASTM 500 GRADE B/C HD GALV PER ASTM A123
50 KSI
65 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
RESUB
Jul 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
sfa
5FA Design Group, LLr
PortlandRORcI'Livermore, fCA (Seattle, WA
p: (503) 91.8311 .—efadg.o.m
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GENERAL NOTES
[REVISIONS 1
1/1\ I 07-27-22 1
PROJECT NO:
MFR21-217
DESIGNED BY:
MEK
DRAWN BY:
MEK, JAM
CHECKED BY:
CVR, JLD
DATE:
05.05.2022
SHEET NO:
S1.2
'4—--------------
KEY PLAN
SCALE: NTS
FOUNDATION(N) FLOOR STABILIZER LAYOUT PLAN NOTES:
1. REFERENCE S1.1 & S1.2 FOR GENERAL REQUIREMENTS
2• CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES
BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS
PRIOR TO WORK TYP
3. INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING
(CONTRACTOR TO VERIFY 6"Wx2'-0"H (E) CONC STEMWALL AND
1'-0"Wx10"DP (E) CONC FOOTING MIN TYP (NOTIFY ENGINEER OF
RECORD IF FIELD CONDITIONS DIFFER IN THE AREA OF WORK))
4. � x/sx.x SECTION CUT — DETAIL NUMBER/SHEET NUMBER
5. ® INDICATES LOCATION OF SAFEBASEMENT FLOOR STABILIZER W/
LIGHTFOOT FOOTING ((8) TOTAL)
MAX LOAD TO STABILIZER = 1,824 LBS
6, FLOOR STABILIZER SPACING SHALL BE AS INDICATED ON PLAN
7. REPLACE "IN —KIND" ALL (E) WOOD MEMBERS (JOISTS, PURLINS,
SUBPURLINS, SHEATHING, STUDS, WALL PLATES) WHICH SHOW SIGNS OF
DRY ROT OR STRUCTURAL DAMAGE
8• ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 6" OF FINISH
GRADE SHALL BE PRESSURE —TREATED
9. ALL MULTI —LAM BUILT—UP BEAMS TO HAVE (3) ROWS OF 16d NAILS AT
12" OC EACH 1 1/2" LAM
10. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO
11. FILTER SOCKS SHALL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM
THE CONSTRUCTION SITE PER CITY OF EDMONDS TYPICAL DETAIL ER902.
12. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS,
CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY
BE REQUIRED DURING CONSTRUCTION.
T78'—O"
12'-8" I 7'-3"
I
Ln
0
I
0
110
0
I
Lo
EXPIRES: 04/04/24
RESUB
Jul 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PARTIAL (E) FDN/(N) FLR STABILIZER LAYOUT PLAN
SCALE: 1/8"=1 ' —0"
sfa
5FA Design Group, LLr
PortlandR ORoI' Live rmore,'CA I Seattle, WA
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(E) FOUNDATION/
(N) FLOOR
STABILIZER
LAYOUT PLAN
[REVISIONS 1
1 /1\ 1 07-27-22 1
PROJECT NO:
MFR21-217
DESIGNED BY:
MEK
DRAWN BY:
MEK, JAM
CHECKED BY:
CVR, JLD
DATE:
05.05.2022
SHEET NO:
S2.1
RSA,
PARTIAL (E) FOUNDATION/(N)
PIER
LAYOUT PLAN
SCALE: '/8"=1'-0"
z
(E)
FOUNDATION/ (N) PIN PILE LAYOUT PLAN NOTES:
6•
(ZE INDICATES LOCATION OF 2%"0 PIN PILE W/ FSI FS238B
FOUNDATION BRACKET PER DETAILS ON S4.1 ((22) TOTAL)
1.
REFERENCE S1.1 & S1.2 FOR GENERAL REQUIREMENTS
PIN PILE INSTALLATION NOTES:
2.
CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES
• MAX LOAD TO ANCHOR = 2,622 LBS
BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS
• 2.375"0 PIPE PILE W/ 0.154" THICK WALL
PRIOR TO WORK TYP
• MINIMUM 10'-0" INSTALLATION DEPTH
3.
INDICATES (E) BRICK WALL ON (E) CONC FOOTING (CONTRACTOR
• DRIVE UNTIL LESS THAN 1 " MOVEMENT IS OBSERVED IN A 1
TO VERIFY 7"WX4'-0"H (E) BRICK WALL AND 1'-0"WX10"DP (E)
MIN TIME SPAN WITH A 110LB (OR 140LB) PNEUMATIC HAMMER
CONIC FOOTING MIN TYP (NOTIFY ENGINEER OF RECORD IF FIELD
7.
PIN PILE SPACING SHALL BE AS INDICATED ON PLAN
CONDITIONS DIFFER IN THE AREA OF WORK))
8.
CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION CRACK
IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS
RESUB
4.
SECTION CUT - DETAIL NUMBER/SHEET NUMBER
X/SX.X
g.
FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC CEMENT
OR EPDXY
Jul 28 2022
1 0.
U T
CITY OF EDMONDS
5.
INDICATES APPROXIMATE LOCATION OF SAFEBASE 2.5
1
11.
RETAINING WALL ELEVATIONS PROVIDED FROM INFORMATION GATHERED DURING SITE
DEVELOPMENT SERVICES
DEPARTMENT
STRUCTURAL LIFTING FOAM OR EQUIVALENT PER CONTRACTOR
AS REQ'D. REF DETAIL 1/S4.3
VISIT DATED 7/7/2022
sfa
5FA Design Group, LLr
P'im"d RORcI'Livermore,fCA (Seattle, WA
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(E) FOUNDATION/
(N) PIER
LAYOUT PLAN
[REVISIONS 1
i i1\ I 07-27-22 1
PROJECT NO:
MFR21-217
DESIGNED BY:
MEK
DRAWN BY:
MEK, JAM
CHECKED BY:
CVR, JLD
DATE:
05.05.2022
SHEET NO:
S2.2
1/
4
T-/HOLES/PIER/ROD's
1/
4
CAP R NOT SHOWN FOR CLARITY
FS238B BRACKET - TOP
SCALE: 1 1/2"=1 '-0"
1 S4.1
�-/HOLES/PIER/ROD's
2°
I
6 S4.1
1
FS238B BRACKET - RIGHT
SCALE: 11/2"=1'-O"
4
1,_2,1
4
7"
m
�-/HOLES
6 S4.1
I III v/ /4
TOLES/PIER/ROD's
FS238B BRACKET - LEFT
SCALE: 11/2"=1'-O"
CONFINING RING
WELDED TO ONE SIDE 1 S4.1
o �^ 11 _
CAP V/403/40'-53/4"
SECTION A -A fA Ai
0 0
0 0
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N R R
On n0
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�-/HOLES
IZ-/PIER/SYM 4
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FS238B BRACKET - FRONT
SCALE: 11/2"=1'-O"
�4
1 y4„
�-/HOLE/PIER/SYM 4
6 S4.1
EXPIRES: 04/04/24
FS238B BRACKET - BACK
SCALE: 11/2"=1 ' -O"
4 S4.1
(/7
/4
2 S4.1
/HOLE
PIER/SYM
RE UB
JulA w2022
FS238B BRACKET - BOTTOM
-OPMM SERVICES
DEPARTMENT
SCALE: 11/2"=1 ' -O"
sfa
5FA Design Group, LLr
Portland, ORcl'Livermore,fCA (Seattle, WA I
p:(503)91.8311 www.sfadg.com
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BRACKET DETAILS
REVISIONS
/1\ 07-27-22
PROJECT NO:
MFR21-217
DESIGNED BY:
MEK
DRAWN BY:
MEK, JAM
CHECKED BY:
CVR, JLD
DATE:
05.05.2022
SHEET NO:
S4.1
(E) EXTERIOR
SURFACES (SAWCUT AS
REQ'D) ((E) EXTERIOR
GRADE AS OCCURS)
EWE
DIRECT INJECTION
POLYURETHANE PER PLAN TYP
BRICK WALL
NI I Mi I 1=1
I_
L1, 1
O O I II (E) CONC FOOTING (CHIP FLUSH
II I W/ STEMWALL AS REQ'D)
STEEL ANGLE LEDGER
PER PLAN TYP
FOUNDATION BRACKET
PIN PILE PER PER PLAN TYP
PLAN TYP
N) PIN PILES TO (E) CONC FTG DETAIL
SCALE: 1 "=1'-0"
SB LF6-01009 PER
GENERAL NOTES —
(E) INTERIOR
GRADE
NOTES:
1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S
2. INSTALL PER MFR RECOMMENDATIONS
LF STABILIZER IN CRAWLSPACE
EXPIRES: 04/04/24
(E) FLOOR SHEATHING
(E) FLOOR FRAMING TYP
(E) FLOOR BEAM
(41/2"W MIN)
SB LF6-01008 PER
GENERAL NOTES W/ (4)
#9X3" WOOD SCREWS
SB LF6-011013
STABILIZER BASE
RESUB
Jul 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SCALE: 1 "=1'-0"
sfa
5FA Design Group, LLr
PortlandRORcI'Livermore,cCA (Seattle, WA I
p: (503�641�0311 www.sfatlg.com
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PIN PILE
DETAILS
REVISIONS
01 07-27-22
PROJECT NO:
MFR21-217
DESIGNED BY:
MEK
DRAWN BY:
MEK, JAM
CHECKED BY:
CVR, JLD
DATE:
05.05.2022
SHEET NO:
S4.2
%"0 HOLE DRIL
FOR PRIMARY
INJECTION POINT
(E) BRICK WALL
NOTE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
DIRECT INJECTION VOID FILL DETAIL
(E) EXTERIOR GRADE
TYP
(E) CONIC FOOTING
SPHERE OF
INFLUENCE TYP
SCALE: 1 "=1'-0"
EXPIRES: 04/04/24
RESUB
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5FA Design Group, 9 9 r
Portland, ORLEPi ermore,'CA Seattle, WA I
P:I.91941�9911 w�ne.sfatlg.com
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DETAILS
REVISIONS
IAI 07-27-22
PROJECT NO:
MFR21-217
DESIGNED BY:
MEK
DRAWN BY:
MEK, JAM
CHECKED BY:
CVR, JLD
DATE:
05.05.2022
Jul 28 2022
SHEET NO:
CITY OF EDMONDS
DEVELOPMENT SERVICES
S4.3
DEPARTMENT