APPROVED BLD2023-0543+Architectural_Plan+5.3.2023_8.38.28_AM+3521204GENERAL 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 ALL WORK SUBJECT APPROVED
TO FIELD PLANS MUST BE
FOR
BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): CODE COMPNIANCE ON JOB SITE
2018 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
2018 WASHINGTON BUILDING CODE
2018 WASHINGTON RESIDENTIAL CODE
0: 11121u111iL1113
ROOF DEAD
LOAD
15
PSF
FLOOR DEAD
LOAD
15
PSF
WOOD WALL
DEAD LOAD
12
PSF
DECK DEAD
LOAD
12
PSF
CONCRETE
150
PCF
40=110L1113
ROOF LIVE LOAD 25 PSF
DECK LIVE LOAD 60 PSF
FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF
SAFEBASE PUSH PIERS
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 =
46 KSI /
MIN
TENSILE
STRESS,
Fu
EXTERNAL SLEEVE
-
ASTM A500 GRADE
B OR C
(MIN
YIELD
STRESS,
Fy =
46 KSI /
MIN
TENSILE
STRESS,
Fu
PIER
CAP -
ASTM A36
(MIN
YIELD
STRESS,
Fy =
36 KSI /
MIN
TENSILE
STRESS,
Fu
COIL
ROD -
ASTM
A193
GRADE B7
(MIN
YIELD
STRESS,
Fy =
105 KSI /
MIN
TENSILE
STRESS,
Fu
STEEL
ANGLE SHAPES -
ASTM A36
(MIN
YIELD
STRESS,
Fy =
36 KSI /
MIN
TENSILE
STRESS,
Fu
City Of Edmonds
Building Department
Work FOUNDATION STABILIZATION
Address 1222 8TH AVE S
Owner SCHMUTZ
Approved Date 5/24/2023
Building Official /7astayscst W. X c,�
Permit Number BLD2023-0543
(Special inspections are required for this permit: ■
■Installation on construction of the push pins, I
(Foundation bracket, stabilizer's and Terrathane■
■Geo-technical 24-010 polyurethane foam I
= 58 KSI) REVISIONS
- PAGES
= 58 KSI)
= 58 KSI)
= 58 KSI)
= 125 KSI)
= 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 LOAD] X 2 / [AREA OF HYDRAULIC RAM].
MINIMUM INSTALLATION DEPTH IS 10'-O" t UNO.
NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT BE ACHIEVED.
NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT BE ACHIEVED.
EXISTING UTILITY LINES:
CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING INSTALLATION.
SAFEBASE PUSH PIERS (CONT.
PUSH PIER SPLICING:
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:
• 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
EXPIRES: 12/24/24
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
HOLD
TIME MAX DEFLECTION
AL (.10 DL MAX)
0 MIN.
0.25 DL
UNTIL
STABLE
0.50 DL
UNTIL
STABLE
0.75 DL
UNTIL
STABLE
1.00 DL
UNTIL
STABLE
1.25 DL
UNTIL
STABLE
1.50 DL
HOLD
FOR CREEP TEST (SEE BELOW) 0.04 INCHES
1.25 DL
UNTIL
STABLE
1.00 DL
UNTIL
STABLE
0.75 DL
UNTIL
STABLE
0.50 DL
UNTIL
STABLE
0.25 DL
UNTIL
STABLE
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.
PUSH PIER TEST PRESSURE (PSI): [DESIGN LOAD] X 1.5 / [AREA OF HYDRAULIC RAM].
HELICAL PIER TEST PRESSURE (PSI): [DESIGN LOAD] X 1.5 / [AREA OF HYDRAULIC RAM].
DO NOT PLACE PIERS
THIS ZONE W/0 DIRECTION
DO NOT PLACE PIERS FROM ENGINEER
THIS ZONE W 0 DIRECTION CONTRACTOR TO NOTIFY
FROM ENGINEER FOR IF (E) FOUNDATION
CRACK IS PRESENT IN THE
SPAN BETWEEN FOUNDATION
BRACKETS
NO PIER PLACEMENT ZONE 1
SCALE: NTS
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DEPARTMENT
GENERAL NOTES
REVISIONS
PROJECT NO:
MFR23-037
DESIGNED BY:
JB
DRAWN BY:
BR
CHECKED BY:
AD
DATE:
05.01.2023
SHEET NO:
S1.1
NCFI GEOTECHNICAL - TERRATHANE 24-010 POLYURETHANE FOAM
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 (5/"O) 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
TERRATHANE GEOTECHNICAL - 24-010
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°-1407
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: 12/24/24
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%tq
< 0.08 Ib%t=
CLOSED CELL CONTENT
— — — — — — —
> 90%
> 90%
MAX SERVICE TEMP
— — — — — — —
1807
1807
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
I ASTM D790
1279 PSI
I — — — — ——
SFA Design Group, LLF_
STRUCTURAL ENGINEERING
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WF„F s
DEPARTMENT
GENERAL NOTES
REVISIONS
PROJECT NO:
M FR23-037
DESIGNED BY:
JB
DRAWN BY:
BR
CHECKED BY:
JLD
DATE:
05.01.2023
SHEET NO:
S1.2
SAFEBASE STABILIZER SYSTEM INFO
PART
DESCRIPTION
COMMENTS
MIN YIELD
STRESS, Fy
MIN TENSILE
STRESS, F.
TOP It11/
ASTM A36 R /2x6x0'-6" W/ (4) /g" 0 HOLES W/ WELDED
WOOD BEAM
36 KSI
58 KSI
"Dx1 1/ " IPS SCH 40 ASTM A53 PIPE
CONDITION
30 KSI
48 KSI
11/40"-7x12" ASTM A193 GRADE B7 THREADED ROD W/
THREADED ROD
11/ 0"-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
R1/4X6X0'-6" ASTM A36 W/ (2) HOLES W/ WELDED HSS
36 KSI
58 KSI
BASE
4x4x3/16xO'-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 31/2x31/2x11 GA
50 KSI
65 KSI
NOTE:
INSTALL PER MFR RECOMMENDATIONS
EXPIRES: 12/24/24
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STRUCTURAL ENGINEERING
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May 03 2023
s
DEPARTMENT
GENERAL NOTES
REVISIONS
PROJECT NO:
MFR23-037
DESIGNED BY:
JB
DRAWN BY:
BR
CHECKED BY:
JLD
DATE:
05.01.2023
SHEET NO:
S1-3
LINE OF (E)
DECK ABOVE
1-1
PIER SCHEDULE
MARK
PIER
DESIGN
INSTALLATION
INSTALLATION
TYPE
LOAD
PRESSURE/TORQUE
DEPTH
OPUSH
8,929 LBS
2,000 PSI
10'-0"
PIER
'
OPUSH
11,374 LBS
2,400 PSI
10'-0"
PIER
'
50'-6"
10'-6" 16'-6" 23'-6"
I I I I
2'-6" 5'-0" 2'-0»
o
N 6 �71 N
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CD
N - SLAB ON GRADE
o N 2 S4.2co
3 '
I _
I 1 S4.2 TYP g cn 11 �121 L6x6x3/gx3'-O"
--� TYP
I I I I I
r"=----- 10 ---:
3'-10» 17P-9$
2 S4.3 TYP 5 -5" 5'-5" 10'-9" I,'.
11 13
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ON GRADE
Q-(E) CRAWL
SPACE ACCESS
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=1 (E) CRAWL ..'F — o-----------..�.
SPACE N 16 _>
(E) CONC SLAB
I 2 N 1 ON GRADE I>
_ --
1 S4.3 TYP
1
2'-0'>
(E) FRONT PORCH
UP
I LJ
1 /1 I
1 I'I
1= II I
(E) FDN/(N) PUSH PIER/(N) STABILIZER LAYOUT PLAN
SCALE: 1/8"=1 '-0"
EXPIRES: 12/24/24
(E) FOUNDATION/(N) PUSH PIER/(N) 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
3• INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING
(CONTRACTOR TO VERIFY 6"Wx2'-6"H (E) CONC STEMWALL AND
1'-0"Wx6"DP (E) CONC FOOTING MIN TYP (NOTIFY ENGINEER OF
RECORD IF FIELD CONDITIONS DIFFER IN THE AREA OF WORK))
4. ® INDICATES (E) WOOD POST/COLUMN
5• INDICATES (N) POLYURETHANE BACKFILL PER DETAILS 2/S4.2,
1 /S4.3, 2/S4.3, & 1 /S4.4 ((5) TOTAL)
6. X/SX.X SECTION CUT - DETAIL NUMBER/SHEET NUMBER
7• [__; INDICATES LOCATION OF SAFEBASE 288 PUSH PIER W/ LIGHT DUTY
FOUNDATION BRACKET PER DETAILS ON S4.1 ((18) TOTAL)
PUSH PIER INSTALLATION NOTES:
• 2.875"0 PIPE PILE W/ 0.165" THICK WALL
• 3.5"0x36" LONG PIPE SLEEVE W/ 0.220" WALL
• MINIMUM 1/4" FOUNDATION LIFT DURING INSTALLATION
8. ® INDICATES LOCATION OF SAFEBASE FLOOR STABILIZER SYSTEM W/
LIGHTFOOT FTG ((3) TOTAL)
DESIGN LOAD = 3,259 LBS
g. PIER SPACING SHALL BE AS INDICATED ON PLAN
10. STABILIZER SPACING SHALL BE AS INDICATED ON PLAN
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. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION CRACK
IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS
13. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING
14. CONTRACTOR SHALL NOT REMOVE ANY (E) POSTS OR PRE -CAST FOOTINGS
SUPPORTING THE (E) FLOOR FRAMING
15. ALL FASTENERS AND HARDWARE IN CONTACT W/ PT WOOD, CONCRETE OR
MASONRY SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR
STAINLESS STEEL
16. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC
CEMENT OR EPDXY
17 ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO
18. PROVIDE SAFEBASE 2.5 STRUCTURAL LIFTING FOAM OR EQUIVALENT
PER CONTRACTOR AS REQ'D. REF DETAILS 2/S4.4 & 1 /S4.5
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(E) FI �T,QMN/
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STABILIZER
LAYOUT PLAN
[REVISIONS 1
PROJECT NO:
MFR23-037
DESIGNED BY:
JB
DRAWN BY:
BR
CHECKED BY:
JLD
DATE:
05.01.2023
SHEET NO:
S2.1
1 S4.1 OPP
(�/HOLES/ + _
TYP HOLE
TYP -----
2%„
1 S4.1
S B-LD BRACKET - TOP
1"
7/8"0 HOLE TYP TYP
�_/R/PIPE/HOLES —N—(
+
LINE OF
�- 35/g"0 HOLE SYMMETRY
5 BEYOND '
EA SIDE OF R \_31/2"ox0.31"x0'-1/2"
3/16 1 _2 1 PIPE EA SIDE OF It
1 S4.1
LINE OF _
o' SYMMETRY
d
TYP
0 $ 0
+ 9/16 HOLE
ce TYP
%" i I I i —
TYP I I I 1 BEYOND
6 t8,. 5
NOTES,
REF 1 /S4.1 FOR MATERIALS LIST
SB-LD BRACKET - FRONT
SCALE: 11/2"=1 '-0"
SAFEBASE-LD FOUNDATION
BRACKET MATERIALS LIST
ITEM #
PART DESCRIPTION
DIMENSIONS
GRADE
1
MAIN R
R3/4x5x0'-93/4"
A36
2
SEAT R
R1/4x10x0'-10"
A36
3
BACK R
V/4x7x0'-10"
A36
4
TOP R
V/4x4x0'-81/2"
A36
5
STRAP
BENT R3/gx3x2'-O"
A36
6
MAIN TUBE *
PIPE 4"0X0.188XO'-9"
A500
7
ALL THREADED RODS (2x)
3/4"ox1'-0"
A193
8
THREADED HEX NUTS (4x)
-
A193
9
PUSH PIER SHAFT *
PIPE 2.875"0x0.188x4'-O"
A500
10
PUSH PIER EXTERNAL SLEEVE **
PIPE 3.5"Ox0.220x3'-0"
A500
11
CONNECTOR *
PIPE 2.5"OX0.188X0'-6"
A500
12
FRICTION REDUCER *
PIPE 3"0X0.188XO'-1"
A53
* DIMENSIONS GIVEN AS OUTER DIAMETER x WALL THICKNESS x LENGTH
** EXTERNAL SLEEVE ALSO AVAILABLE IN 48" LENGTH
1 S4.1
d 0II
/ 10
NOTES:
REF 1 /S4.1 FOR MATERIALS LIST
SB-LD BRACKET - SIDE
SCALE: 11/2"=1'-O"
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SB-LD BRACKET - BACK
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May 03 2023
Q1201-0s
DEPARTMENT
BRACKET DETAILS
"0 HOLE
SCALE: 11/2"=1'-O"
1
REVISIONS
PROJECT NO:
MFR23-037
DESIGNED BY:
JB
DRAWN BY:
BR
CHECKED BY:
JLD
DATE:
05.01.2023
SHEET NO:
S4.1
(E) WALL SHEATHING
(E) DECKING
AS OCCURS
(E) DECK
FRAMING AS
OCCURS-,
(E) EXTERIOR SURFACES
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DETAILS
[REVISIONS 1
PROJECT NO:
MFR23-037
DESIGNED BY:
JB
DRAWN BY:
BR
CHECKED BY:
JLD
DATE:
05.01.2023
SHEET NO:
S4.2
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REVISIONS
PROJECT NO:
M FR23-037
DESIGNED BY:
JB
DRAWN BY:
BR
CHECKED BY:
JLD
DATE:
05.01.2023
SHEET NO:
S4.3
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PROJECT NO:
MFR23-037
DESIGNED BY:
JB
DRAWN BY:
BR
CHECKED BY:
JLD
DATE:
05.01.2023
SHEET NO:
S4.4
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PROJECT NO:
MFR23-037
DESIGNED BY:
JB
DRAWN BY:
BR
CHECKED BY:
JLD
DATE:
05.01.2023
SHEET NO:
S4.5