BLD2021-0890+Architectural_Plan+6.25.2021_9.35.25_AM+2269361GENERAL 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 City Of Edmonds
BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIRE 1ENTS): Building Department
Work FOUNDTION STABILIZATION
2018 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
2018 WASHINGTON BUILDING CODE
2018 WASHINGTON RESIDENTIAL CODE
DEAD LOADS:
ROOF DEAD LOAD
FLOOR DEAD LOAD
WOOD WALL DEAD LOAD
INTERIOR WALL DEAD LOAD
CONCRETE
LIVE LOADS:
ROOF SNOW LOAD
FLOOR LIVE LOAD (RESIDENTIAL)
PUSH PIERS
MATERIALS:
BRACKET PLATES - ASTM A36
Address 9135 184TH ST SW
Owner REISNER
Approved Date 7 - 9 - 2 0 21
Building Official
15 PS BLD2021-0890
15 PS
12 PSF Special inspection required as
9 PSF identified under
150 PC Testing/Inspection section of
plans.
25 PSF
40 PSF
(MIN
YI LDa�ds„
Fu =
58
KSI)
PIER
T
DE 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
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'-0" f UNO.
NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT BE ACHIEVED.
PUSH PIERS (CONT.
EXISTING UTILITY LINES:
CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING INSTALLATION.
PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. BUILDING WEIGHT WILL ENSURE
JOINTS DO NOT SEPARATE.
TESTING & INSPECTION
IC� NTINLOU
S SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION PER 2018 IBC
SI CTION 1810.4.12.
TI E SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE FOLLOWING:
EXPIRES: 12/24/22
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
LL( AD 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 MAX DEFLECTION
0 MIN.
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
HOLD FOR CREEP TEST (SEE BELOW) 0.04 INCHES
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
UNTIL STABLE
LOAD TESTING CREEP ACCEPTANCE CRITERIA SHALL BE NO GREATER THAN 0.04 INCHES WITHIN A 10 MiNWTEa IOD. IF
MOVEMENT IS OBSERVED GREATER THAN 0.04 INCHES WITHIN THE 10 MINUTE PERIOD THE LOAD TtSV 4T'1k,', T FOR
AN ADDITIONAL 50 MINUTES, THE PIER IS TO BE DEEPENED AND RE -TESTED, OR THE PIER IS TO Q1E34WMI1@r>4ND
WITH A NEW PIER. IF TEST TO BE HELD THE ,�4
30, REPLACED
AND 60 MINUTES. THE HCREEP DVERSUS STHE LOGARITHM OF TIME SOHALLIEBESPLOT- I R6A 49
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].
DO NOT PLACE PIERS
THIS ZONE W/O DIRECTIOP
FROM ENGINEER
\
/
I
z
NO PIER PLACEMENT ZONE
DO NOT PLACE PIERS
THIS ZONE W/O DIRECTION
FROM ENGINEER
—CONTRACTOR TO NOTIFY
FOR IF (E) FOUNDATION
CRACK IS PRESENT IN THE
SPAN BETWEEN FOUNDATION
BRACKETS
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GENERAL NOTES
[REVISIONS 1
PROJECT NO:
MFR21-083
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
CVR, JLD
DATE:
06.18.2021
SHEET NO:
S1.1
SCALE: NTS
POLYLEVEL 400 HYDROPHOBIC FOAM POLYLEVEL 400 HYDROPHOBIC FOAM (CONT.
MATERIAL PROPERTIES: INSTALLATION SEQUENCE
VISCOSITY OF RESIN AT 77°F
350
CPS
THE FOLLOWING INSTALLATION STEPS PROVIDE A BROAD OVERVIEW OF PL250H
VISCOSITY OF ISOCYANATE AT 77°F
220
CPS
AND PL400H INJECTION BENEATH A CONCRETE SLAB OR PAVEMENT. INTERMEDIATE
LBS PER GALLON OF RESIN
9.17
LBS
STEPS, INSTALLATION EQUIPMENT AND TOOLS USED, AND CONSIDERATIONS FOR
LBS PER GALLON OF ISOCYANATE
10.2
LBS
UNUSUAL CONDITIONS OR APPLICATIONS ARE NOT ADDRESSED.
APPEARANCE OF RESIN (R-SIDE) CLEAR, YELLOW LIQUID
APPEARANCE OF ISOCYANATE (A -SIDE) CLEAR, BROWN LIQUID
SHELF LIFE OF SYSTEM 6 MONTHS
MIX RATIO
BY WEIGHT OF
RESIN
91
PARTS
BY WEIGHT OF
ISOCYANATE
109
PARTS
BY VOLUME OF
RESIN
100
PARTS
BY VOLUME OF
ISOCYANATE
100
PARTS
TYPICAL REACTION PROPERTIES
CREAM TIME AT 77'F 8 TO 10 SECONDS
CREAM TIME AT 100'F 4 TO 5 SECONDS
RISE TIME AT 77'F 35 TO 40 SECONDS
RISE TIME AT 100'F 20 TO 24 SECONDS
TYPICAL PHYSICAL PROPERTIES
DENSITY (ASTM D1622) 3.9 TO 4.1 PCF
COMPRESSIVE STRENGTH (ASTM D1621) 62 TO 67 PSI
TENSILE STRENGTH 250 TO 280 PSI
POLYLEVEL EXPANDING 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. POLYLEVEL
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 POLYLEVEL
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.
POLYLEVEL 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.
STEP 1: ACCESS/APPLICATION HOLES ARE DRILLED (%"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: POLYLEVEL FOAM IS INJECTED TO FILL VOIDS AND ALLOW FOR LIFTING. LIFT
WITH SURVEY EQUIPMENT OR STRING LINES.
STEP 4: THE INJECTION PORTS ARE REMOVED AND THE HOLES ARE PATCHED WITH
NEXUSPRO SILICONE JOINT SEALANT, OR EPDXY SEALANT.
CRAWLSPACE STABILIZER INFO
EXPIRES: 12/24/22
MAY BE MONITORED
MORTAR MIX,
SAFEBASE CRAWLSPACE STABILIZER SYSTEM INFO
PART
DESCRIPTION
COMMENTS
MIN YIELD
STRESS, Fy
MIN TENSILE
STRESS, F.
ASTM A500 GRADE C HD GALV, PER ASTM 123,
TUBE
HSS 31/2x31/2x11GAx'L' SQUARE TUBE
50 KSI
62 KSI
THREADED
ASTM A108 GRADE 1018 11/4"OxO'-7"L THREADED
54 KSI
64 KSI
ROD
ROD W/ WELDED HEAVY HEX NUT
ASTM A500 GRADE C HD GALV, PER ASTM 123, HSS 4x4x3/16x2
36 KSI
58 KSI
BASE PLATE
ASTM A36 PL1/4x6xO'-6"
36 KSI
58 KSI
LIGHTFOOT
3/16" HIGH DENSITY POLYETHYLENE SHELL (18"08" BASE)
STABILIZER
10 PCF POLYURETHANE PRECAST IN PLASTIC FORM
BASE
6 PCF POLYURETHANE IN 600 ML INJECTION TUBE SET
LIGHTFOOT X
3/16" HIGH DENSITY POLYETHYLENE SHELL (24"x24" BASE)
1N3 w12iH
S3QIAa3s 1N3w
So NO VV CIA �
30
0�3A30
ATIO
STABILIZER
15 PCF AND 10 PCF POLYURETHANE PRECAST IN PLASTIC FORM
BASE
6 PCF POLYURETHANE IN 600 ML INJECTION TUBE SET
LZOZ 8Z
unf
ASTM A36 R1/2x6xO'-6"
WOOD BEAM
36 KSI
58 KSI
TOP PLATE
1 "00 1/2" IPS SCHEDULE 40 PIPE
CONDITION
35 KSI
60 KSI
1 11ox1 1/2" IPS SCHEDULE 40 PIPE
STEEL BEAM
35 KSI
60 KSI
TOP PLATE
ASTM A500 GRADE C HD GALV, PER ASTM 123, HSS3x3x1/4x1'-O'
CONDITION
50 KSI
65 KSI
ASTM A500 GRADE C HD GALV, PER ASTM 123, HSS 4x4x3/16
36 KSI
58 KSI
TOP CAP
ASTM A36 PL3/4x4xO'-4"
50 KSI
65 KSI
11/4-7 HEAVY HEX NUT
1/4"-20x2" NUT & BOLT WITH (4) 10-16x3/4" SELF -DRILLING
ATTACHMENT
HARDWARE
SCREWS W/ HEX WASHER HEAD
NOTE:
INSTALL PER MFR RECOMMENDATIONS
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GENERAL NOTES
REVISIONS 1
PROJECT NO:
MFR21-083
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
CVR, JLD
DATE:
06.18.2021
SHEET NO:
S1.2
2'-0„
0
I
CV
F�I
E GARAGE
CONC SLAB
ON GRADE
1 S4.2 TYP
N
LE) DECK
O
LINE ABOVE - _ w
er
7 g w
a
(g1
5-0»w c�
10 TYP
�L6x6x%x3'—O" TYPE \ EXPIRES: 12/24/22
(E) FOUNDATION/(N) PIER LAYOUT PLAN NOTES:
„ 1. REFERENCE S1.1 & S1.2 FOR GENERAL
6 -0 2 -0 REQUIREMENTS
TYP o2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD
16 17 18 Nf OF DISCREPANCIES BETWEEN FIELD CONDITIONS &
_ 2 S4.31 THOSE SHOWN IN THESE DOCUMENTS PRIOR TO
WORK TYP
�
r,. 11 12 94 I 1, % 13. INDICATES (E) CONC WALL ON (E) CONC
,,,��II
:.,
of 0 FOOTING (CONTRACTOR TO VERIFY
I o
CD a_ I I o 0- I i� / 6"Wx2'-9"H (E) CONC WALL AND
2 S4.4 TYP 1 / 1'-0"Wx10"DP (E) CONC FOOTING MIN TYP
/ (NOTIFY ENGINEER OF RECORD IF FIELD
o I o CONDITIONS DIFFER IN THE AREA OF
I WORK))
1 I I 4• INDICATES (N) CONC BACKFILL PER DETAIL
Ii 1�,�II 1 S4.3 TYP - / 2/S4.2 & 2/S4.3 ((5) TOTAL)
24" SQ LIGHTFOOT XLLi 21 5• SECTION CUT - DETAIL NUMBER/SHEET NUMBER
(E) CRAWL I I X/SX.X
SPACE I STABILIZER BASE FTG I I
(E) BEAM PER GENERAL NOTES
ABOVE TYP 1 1 TYP I I
I
I,I II
I:I I Ti
I;
IT I
II I I
II I ICI
I<I 2 S4.3
�'�---- --- ---
(E) FOUNDATION/ (N) PIER LAYOUT PLAN
SCALE: 1/8"=1'-0"
PLAN
6. (JR] INDICATES LOCATION OF SAFEBASE PUSH PIER W/
SAFEBASE-LD FOUNDATION BRACKET PER DETAILS ON
22 S4.1 ((25) TOTAL)
PUSH PIER INSTALLATION NOTES:
• MAX LOAD TO ANCHOR = 7,910 LBS
• 2.875"0 PIPE PILE W/ 0.1875" THICK WALL
• 3.5"Ox36" LONG PIPE SLEEVE W/ 0.220" WALL
23 • MINIMUM 10'-0" INSTALLATION DEPTH
• MINIMUM 2000 PSI INSTAIWTI sPREAM3a
• MINIMUM 1/4" FOUNDATION GV' 'A� �ALLATION
7. p INDICATES LOCATION OF SnIaAja U
Q STABILIZER SYSTEM ((12) TOTAL
EJ MAX LOAD TO JACK = 4,176 LBS
8. PIER SPACING SHALL BE AS INDICATED ON PLAN (7'-0" OC
MAX) UNO
9. MAX UNSUPPORTED FOUNDATION SPAN SHALL BE 7'-2"
? % 10. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E)
FOUNDATION CRACK IS PRESENT IN THE SPAN BETWEEN
FOUNDATION BRACKETS
11. REPLACE "IN -KIND" ALL (E) WOOD MEMBERS (JOISTS,
PURLINS, SUBPURLINS, SHEATHING, STUDS, WALL PLATES)
WHICH SHOW SIGNS OF DRY ROT OR STRUCTURAL DAMAGE
12• ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 6"
OF FINISH GRADE SHALL BE PRESSURE -TREATED
13. CONTRACTOR SHALL NOT REMOVE ANY (E) POSTS OR
PRE -CAST FOOTINGS SUPPORTING THE (E) FLOOR FRAMING
14. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N)
UNO
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(N) PIER/
LAYOUT PLAN
[REVISIONS 1
PROJECT NO:
MFR21-083
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
CVR, JLD
DATE:
06.18.2021
SHEET NO:
S2.1
1 S4.1 OPP
7 0 HOLE �/HOLES/
TYP ---, Q
6
LINE OF
SYMMETRY
HOLE
234" 5 BEYOND '
4
I
1 S4.1
SB-LD BRACKET - TOP
1"
TYP
'/8"0 HOLE TYP
�—/R/PIPE/HOLES -
EA SIDE OF R
3/16 1-2
4" 0xO.39"xO'-9"
PIPE EA SIDE OF R
1 S4.1
LINE OF _ 1
SYMMETRY
� 1�1 1�1 •
■
1/16,10
I!I■�I��
BEYOND
U
NOTES:
REF 1 /S4.1 FOR MATERIALS LIST
SB-LD BRACKET - FRONT
SCALE: 1 1/2"=1'-0"
M
SAFEBASE-SD FOUNDATION
BRACKET MATERIALS LIST
ITEM #
PART DESCRIPTION
DIMENSIONS
GRADE
1
MAIN R
04x5x0'-93/4"
A36
2
SEAT R
R1/010x0'-10"
A36
3
BACK R
V/4x7x0'-10"
A36
4
TOP R
R3/4x31/2x0'-81/2"
A36
5
STRAP
BENT f 3%x3x2'-0"
A36
6
MAIN TUBE*
HSS 31/2"00.1880'-9"
A500
7
ALL THREADED RODS (2x)
3/4"0x1'-0"
A193
8
THREADED HEX NUTS (4x)
-
A194
9
PUSH PIER SHAFT*
PIPE 2.875"0xO.188x4'-0"
A500
10
PUSH PIER EXTERNAL SLEEVE**
PIPE 3.50"0xO.22Ox3'-0"
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
mt.]
NOTES:
REF 1 /S4.1 FOR MATERIALS LIST
SB-LD BRACKET - SIDE
SCALE: 11/2"=1'-0"
EXPIRES: 12/24/22
SCALE: 11/2"=1'-0"
1 S4.1
(D LINE OF
CV\1\/CTOV
N
34
�0-13A3c
ITIO
NOTES:
REF 1 /S4.1 FOR MATERIALS LIST
SB-LD BRACKET - BACK
SCALE: 11/2"=1'-0"
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REVISIONS
PROJECT NO:
MFR21-083
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
CVR, JLD
DATE:
06.18.2021
SHEET NO:
S4.1
(E) WALL SHEATHING
(E) EXTERIOR
SURFACES (SAWCUT AS
REQ'D) ((E) EXTERIOR
GRADE AS OCCURS)
DIRECT INJECTION -
POLYURETHANE PER PLAN
(E) WALL FRAMING
(E) CONC STEMWALL
(E) CONC FOOTING
(CHIP FLUSH W/
STEMWALL AS REQ'D)
FOUNDATION BRACKET
PER PLAN
SAFEBASE PUSH
PIER & EXTERNAL
SLEEVE PER PLAN
NOTE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
(N) PUSH PIER TO (E) FOUNDATION DETAIL
SCALE: 1 "=1'-0"
(E) WALL SHEATHING
(E) EXTERIOR
SURFACES (SAWCUT AS
REQ'D) ((E) EXTERIOR
GRADE AS OCCURS)
DIRECT INJECTION
POLYURETHANE PER PLAN
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(E) CONC STEMWALL
(E) CONC FOOTING
(CHIP FLUSH W/
STEMWALL AS REQ'D)
T:F—FOUNDATION BRACKET
PER PLAN
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CONCRETE BACKFILL CENTERED
ON PIER TUBE INSTALLED
FLUSH W/ FOUNDATION
BRACKET (f'c=2500 PSI MIN)
SAFEBASE PUSH
PIER & EXTERNAL
NOTE: SLEEVE PER PLAN
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
(N) PUSH PIER TO (E) FOUNDATION DETAIL
SCALE: 1 "=1 '-0"
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PIER DETAILS
[REVISIONS 1
PROJECT NO:
MFR21-083
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
CVR, JLD
DATE:
06.18.2021
SHEET NO:
S4.2
(E) WALL SHEATHING N I ,--(E) WALL FRAMING
(E) FLOOR SHEATHING
(E) EXTERIOR
SURFACES (SAWCUT AS
REQ'D) ((E) EXTERIOR L(E) FLOOR FRAMING
GRADE AS OCCURS) (PARALLEL AS OCCURS)
e a
(E) CONC STEMWALL
° o
(E) INTERIOR GRADE
II-1II-1
DIRECT INJECTION -1 I —I
POLYURETHANE PER PLAN — 1 - FOUNDATION BRACKET
PER PLAN
SAFEBASE PUSH
PIER & EXTERNAL
SLEEVE PER PLAN
NOTE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
(N) PUSH PIER TO (E) FOUNDATION DETAIL
SCALE: 1 "=1'—O"
(E) WALL SHEATHING
(E) EXTERIOR
SURFACES (SAWCUT AS
REQ'D) ((E) EXTERIOR
GRADE AS OCCURS)
DIRECT INJECTION
POLYURETHANE PER PLAN
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1'-6" O
(E) WALL FRAMING
(E) FLOOR SHEATHING
EXPIRES: 12/24/22
(E) FLOOR FRAMING
(PARALLEL AS OCCURS)
(E) CONC STEMWALL
(E) INTERIOR GRADE
a —I11=III—III
—I I (E) CONC FOOTING
1— (CHIP FLUSH W/
STEMWALL AS REQ'D)
SAFEBASE PUSH
PIER & EXTERNAL
NOTE: SLEEVE PER PLAN
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
(N) PUSH PIER TO (E) FOUNDATION DETAIL
SCALE: 1 "=1 '—O"
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REVISIONS
PROJECT NO:
MFR21-083
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
CVR, JLD
DATE:
06.18.2021
SHEET NO:
S4.3
(E) EXTERIOR
SURFACES (SAWCUT AS
REQ'D) ((E) EXTERIOR
GRADE AS OCCURS)
DIRECT INJECTION
POLYURETHANE PER PLAN
(E) CHIMNEY
(E) CONC CHIMNEY
FOOTING (CHIP FLUSH
AS REQ'D)
IIIj11I I
STEEL ANGLE PER PLAN
(AS OCCURS)
-FOUNDATION BRACKET
PER PLAN
SAFEBASE PUSH
PIER & EXTERNAL
SLEEVE PER PLAN
NOTE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
(N) PUSH PIER TO (E) CHIMNEY DETAIL
SCALE: 1 "=1'-O"
EXPIRES: 12/24/22
(E) FLOOR SHEATHING
\-- (E) FLOOR FRAMING TYP
4
(E) FLOOR BEAM
(41/2"W MIN)
ALL -THREAD ROD PER
GENERAL NOTES (0'-3"
MAX UNBRACED
THREADED ROD LENGTH)
TOP PLATE PER
•
GENERAL NOTES W/ (4)
:::::::)STABILIZER
#12x3" WOOD SCREWS
THREADED POST CAP
PER GENERAL NOTES
TUBE PER
GENERAL NOTES (CUT
TO REQ'D LENGTH)
BASE PLATE PER GENERAL
NOTES
(E) INTERIOR GRADE
LIGHTFOOT XL STABILIZER BASE
PER GENERAL NOTES
—
—
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NOTES:
1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S
2. INSTALL PER MFR RECOMMENDATIONS
SAFEBASE CRAWLSPACE STABILIZER
SCALE: 1 "=1'-0"
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[REVISIONS 1
PROJECT NO:
MFR21-083
DESIGNED BY:
MEK
DRAWN BY:
MEK
CHECKED BY:
CVR, JLD
DATE:
06.18.2021
SHEET NO:
S4.4