APPROVED BLD-BLD2022-1231+Architectural_Plan+9.15.2022_1.21.51_PM+3110958GENERAL 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
11101 0 won., Bill
ROOF DEAD LOAD 15 PSF
FLOOR DEAD LOAD 15 PSF
WOOD WALL DEAD LOAD 12 PSF
CONCRETE 150 PCF
LIVE LOADS:
ROOF SNOW LOAD 25 PSF
FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF
PIN PILES
MATERIALS:
BRACKET PLATES -
ASTM
A36
(MIN YIELD
STRESS,
Fy =
36 KSI /
MIN
TENSILE
STRESS, Fu
PIER TUBES
- ASTM
A500
GRADE B
OR
C
(MIN YIELD
STRESS,
Fy =
50 KSI /
MIN
TENSILE
STRESS, Fu
EXTERNAL SLEEVE -
ASTM A500 GRADE
B
(MIN YIELD
STRESS,
Fy =
50 KSI /
MIN
TENSILE
STRESS, Fu
PIER CAP -
ASTM A529
GRADE 50
(MIN YIELD
STRESS,
Fy =
50 KSI /
MIN
TENSILE
STRESS, Fu
COIL ROD
- ASTM A193
GRADE B7
City Of Edmonds
Building Department
Work FOUNDATION REPAIR
Address 10116 241 ST PL SW
Owner PETERSON
Approved Date 10/11/2022
Building Official
Permit Number BLD2022-1231
PIN PILES
PIN PILE SPLICING:
PIN 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.
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
�_
AS DEFINED BY THE SI AGREEMENT DATED 10/10/2022,
WALL THICKNESS)
THE FOLLOWING ITEMS WILL REQUIRE SPECIAL
i • PIER INCLINATION, LOCATION, DEPTH,
AND INSTALLATION PRESSURE ACHIEVED
INSPECTIONS FOR THIS PROJECT:
X Pin Pile Installation
I 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
x Foundation Bracket Installation
I APPLIED TO THE PILE PRIOR TO SETTING
THE DEFLECTION MEASURING EQUIPMENT TO ZERO OR A REFERENCE
' x Grading/soils
,POSITION. THE AL SHALL BE NO MORE
THAN 10% OF THE DESIGN LOAD. INCREMENTAL LOADING SHALL BE IN
ACCORDANCE WITH THE FOLLOWING SCHEDULE.
X Stabilizer Base and Hardware Installation
�
PLEASE HAVE ALL REPORTS AND DOCUMENTATION
TEST LOADING SCHEDULE
I
HOLD TIME MAX DEFLECTION
AVAILABLE FOR INSPECTOR AT TIME OF INSPECTION.
AL (.10 DL MAX)
0 MIN.
-----------------'
0.25 DL
UNTIL STABLE
= 58 KSI)
0.50 DL
UNTIL STABLE
ALL WORK SUBJECT
0.75 DL
UNTIL STABLE
= 55 KSI)
TO FIELD
1.00 DL
UNTIL STABLE
INSPECTION FOR
1.25 DL
UNTIL STABLE
= 62 KSI)
1.50 DL
HOLD FOR CREEP TEST (SEE BELOW) 0.04 INCHES
CODE COMPLIANCE
1.25 DL
UNTIL STABLE
= 65 KSI)
1.00 DL
UNTIL STABLE
0.75 DL
UNTIL STABLE
APPROVED
0 50 DL
UNTIL STABLE
(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
PLANS MUST BE 0.25 DL UNTIL STABLE
= 58 KSI) ON JOB SITE
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.
r-- — - — - — - — - — - — - — - — - — - — - — - — - — - — --
ALL WELDING TO BE DONE BY A WABO CERTIFIED WELDER OR WABO CERTIFIED FACILITY.
CORROSION PROTECTION: L----------------------------
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:
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. RECEIVED
Sep 19 2022
NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT BE ACHIEVED. CITY OFEDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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].
DO NOT PLACE PIERS
THIS ZONE W/O DIRECTIOI
FROM ENGINEER
NO PIER PLACEMENT ZONE
DO NOT PLACE PIERS
FHIS ZONE W/O DIRECTION
FROM ENGINEER
CONTRACTOR TO NOTIFY
FOR IF (E) FOUNDATION
CRACK IS PRESENT IN THE
SPAN BETWEEN FOUNDATION
BRACKETS
SCALE: NTS
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GENERAL NOTES
[REVISIONS 1
PROJECT NO:
MFR22-162
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
09.05.2022
SHEET NO:
Sill
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
— — — — ——
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GENERAL NOTES
If REVISIONS 1
PROJECT NO:
M FR22-162
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
09.05.2022
RECEIVED
Sep 19 2022
SHEET NO:
CITY OFF EDMONDS
S1.2
DEVELOPMENT SERVICES
DEPARTMENT
1 4'-0" 1 6'-0" 1 12'-4"
I � �
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(E) CONC SLAB
ON GRADE
I
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L-
L-
L6x6x%x3'-0"
KEY PLAN
SCALE: NTS
N 2 S4.2 TYP
U'
3 �
0
I
5'-6" 2,-0„ C,
(E) FOUNDATION/(N) PIN PILE LAYOUT PLAN
SCALE: 1/16=1'-0"
EXPIRES: 04/04/24
E) FOUNDATION/ (N) PIN PILE 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 WOOD WALL ON (E) CONC STEMWALL ON (E) CONC
FOOTING (CONTRACTOR TO VERIFY 8"WX1'-6"H (E) CONC
STEMWALL AND 1'-6"WX10"DP (E) CONC FOOTING MIN TYP
(NOTIFY ENGINEER OF RECORD IF FIELD CONDITIONS DIFFER IN
THE AREA OF WORK))
4, \ j INDICATES (N) CONC BACKFILL PER DETAIL 2/S4.2 ((1) TOTAL)
5. � x/sx.x SECTION CUT - DETAIL NUMBER/SHEET NUMBER
6. CQ INDICATES LOCATION OF 2%" 0 PIN PILE W/ FSI FS238B
FOUNDATION BRACKET PER DETAILS ON S4.1 ((3) TOTAL)RECEIVI
PIN PILE INSTALLATION NOTES: Sep 19 202
• MAX LOAD TO ANCHOR = 5,933 LBS CITY OF EDMONDS
• 2.375" 0 PIPE PILE W/ 0.154" THICK WALL DEVELOPMENT ARTMENRVI(
• MINIMUM 10'-0" INSTALLATION DEPTH
• DRIVE UNTIL LESS THAN 1" MOVEMENT IS OBSERVED IN A 1
MIN TIME SPAN WITH A 11OLB (OR 140LB) PNEUMATIC HAMMER
7. PIN PILE SPACING SHALL BE AS INDICATED ON PLAN
8• CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION CRACK
IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS
9. [�] INDICATES APPROXIMATE LOCATION OF NCFI GEOTECHNICAL TERRATHANE
24-010 POLYURETHANE FOAM OR EQUIVALENT PER CONTRACTOR AS
REQ'D. REF DETAIL 1 /S4.3
10. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC CEMENT
OR EPDXY
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(E) FOUNDATION/
(N) PIN PILE
_ LAYOUT PLAN
REVISIONS
PROJECT NO:
MFR22-162
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
09.05.2022
SHEET NO:
S2.1
11. ALL CONSTRUCTION MATERIALS ON PLANS, ELEVATIONS & DETAILS ARE (N) UNO
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„
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
1�1" 11 _
CAP V/403/40'-53/4"
SECTION A -A fA Ai
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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
/4
2 S4.1
SCALE: 11/2"=1 ' —O"
RECEIVE
Sep 19 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
4 S4.1
/HOLE
PIER/SYM
FS238B BRACKET - BOTTOM
1
SCALE: 11/2"=1 ' —O"
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BRACKET DETAILS
[REVISIONS 1
PROJECT NO:
MFR22-162
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
09.05.2022
SHEET NO:
S4.1
(E) WALL SHEATHING
(E) EXTERIOR SURFACES
((E) EXTERIOR GRADE
AS OCCURS)
Ball
DIRECT INJECTION
POLYURETHANE PER PLAN
(E) WALL FRAMING
(E) CONC STEMWALL
PIN PILE PER
PLAN
NOTE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
(N) PUSH PIER TO (E) FOUNDATION DETAIL
SCALE: 1 "=1'-O"
(E) WALL SHEATHING
/CN CVTCDVnD CI IDEWIE-C`
DIRECT
POLYURETHANECD
(E) WALL FRAMING
(E) CONC STEMWALL
(E) INTERIOR SLAB ON
GRADE
(E) CONC FOOTING
(CHIP FLUSH W/
STEMWALL AS REQ'D)
STEEL ANGLE LEDGER
PER PLAN
FOUNDATION BRACKET
PER PLAN
CONCRETE BACKFILL CENTERED
ON PIER TUBE INSTALLED
FLUSH W/ FOUNDATION
BRACKET (f'c=2500 PSI MIN)
PIN PILE PER
PLANRECEIVED
Sep 19 2022
NOTE. CITY OF EDMONDS
DEVELOPMENT SERVICES
REF PLAN FOR LAYOUT & INSTALLATION REQ'S DEPARTMENT
(N) PUSH PIER TO (E) FOUNDATION DETAIL __r.
SCALE: 1 "=1 '-O"
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5FA Design Group, Lir
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p: I503I 641�0311 www.sfatlg.com
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DETAILS
REVISIONS
PROJECT NO:
MFR22-162
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
09.05.2022
SHEET NO:
S4.2
/— (E) WALL FRAMING
(E) WALL SHEATHING
—(E) CONIC STEMWALL
EXTERIOR SURFACES a ° ,—(E) INTERIOR SLAB
DIRECT INJECTION
POLYURETHANE PER PLAN
NOTE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
DIRECT INJECTION VOID FILL DETAIL
%" 0 HOLE DRILLED
FOR PRIMARY
INJECTION POINT
SPHERE OF
INFLUENCE TYP
SCALE: 1 "=1'-0"
EXPIRES: 04/04/24
RECEIVED
Sep 19 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PortlandRORcI'Livermore,cCA (Seattle, WA I
p: (503� fi41�8311 www.sfatlg.com
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DETAIL
(REVISIONS 1
PROJECT NO:
M FR22-162
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
JLD
DATE:
09.05.2022
SHEET NO:
S4.3