HomeMy WebLinkAboutEngineered Foundation SpecsCRAWLSPACE
GARAGE - SLAB
ON GRADE
28
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44
45
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37
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17.7ft.
60.0ft.
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N
(N) PUSH PIER: 1-45
WOODEN
DECK
ENGINEERS STATEMENT
THE REPAIR IS INTENDED TO PROVIDE
STABILITY TO THE FOUNDATION OF THE
HOME TO ALLEVIATE FUTURE SETTLEMENT.
IT IS RECOMMENDED THAT THE
HOMEOWNER WAIT 3-6 MONTHS AFTER
PUSH PIER INSTALLATION TO MAKE REPAIRS
TO DRYWALL IN THE HOME. THIS IS
INTENDED TO ALLOW TIME FOR THE
FOUNDATION TO STABILIZE BEFORE
REPAIRS ARE MADE.
THIS PROJECT IS NOT A GUARANTEE THAT
FURTHER SETTLEMENT OR WALL CRACKING
WILL NOT OCCUR IN OTHER PARTS OF THE
HOUSE NOT INCLUDED IN THIS PROJECT, OR
THAT SETTLEMENT OR MOVEMENT OF
UNPREPARED PORTION WILL NOT RESULT IN
ADDITIONAL CRACKING IN THE REPAIRED
SECTIONS. PROPER GRADING AND
DRAINAGE WILL HELP PROTECT THE REPAIR
WORK FROM BECOMING A CONDUIT FOR
MOISTURE INTRUSION TO THE DEEPER SOIL
STRUCTURES.
REPAIRING A FOUNDATION SYSTEM IN A
SUDDEN OR DRAMATIC FASHION USING
TECHNIQUES LIKE HELICAL PIERS,PUSH
PIERS, PRESSURE GROUTING, OR OTHER
QUICK-ACTING LEVELING WITHOUT PROPER
METHODOLOGIES CAN HAVE ADVERSE
EFFECTS. SUCH AS EXTENSIVE INTERIOR
FINISH (DRYWALL) DAMAGE,CRACKS IN TILE
FLOORS BUCKLING OR SEPARATION OF
WOOD FLOORS, STICKING OR
NON-FUNCTIONING WINDOW AND DOOR
JAMBS.
CONTACT ENGINEER IF UNEXPECTED FIELD
CONDITIONS ARE DISCOVERED.
NOTES-LOAD SUMMARY
1.ELEVATION - ~6000 FT ABOVE SEA LEVEL
2.ROOF-40 PSF LIVE LOAD (LL) SNOW
3.ASPHALT SHINGLE ROOF 15 PSF DL
4.1ST STORY-40 PSF LL+ 15 PSF DL
5.ATTIC - 10 PSF LL+15 PSF DL
6.STEM WALLS CONCRETE-125 PSF
7.2000 PSF SOIL BEARING STRENGTH-ASSUMED
8.115 MPH Vult WIND SPEED
9.SEISMIC ZONE B
PUSH PIER NOTES
1.INSTALL 45 SUPPORTWORKS MODEL 288 PUSH PIERS.
2.PUSH PIERS ON CENTERLINES SHOWN AND MAXIMUM 3 FT. FROM FOUNDATION CORNER.
3.PUSH PIERS CAN BE MOVED UP TO 6" DUE TO FIELD CONDITIONS WITHOUT NOTIFYING ENGINEER.
4.PUSH PIERS MAY BE INSTALLED FROM THE INTERIOR OR EXTERIOR OF THE STRUCTURE, AT THE
CONTRACTOR'S DISCRETION.
5.DRIVE CYLINDER MUST BE IDENTIFIED IN PIER LOG FOR FORCE CORRELATION.
6.NO LIFT SHOULD BE ATTEMPTED WITH PUSH PIERS.
2015 IRC/IBC
Criterium Cona Engineers
6400 S Fiddlers Green Cir
Suite 250
Greenwood Village, CO 80111
PUSH PIER
INSTALLATION
PREPARED FOR:
ERINN TOZER
05.31.2023
309.339.8045
PUSH PIER-DETAIL
1. 48" EXTERNAL SLEEVE
2. BRACKET FLUSH WITH FACE OF STEM WALL-REMOVE FOOTER
LIP MATERIAL.
3.FS288BV BRACKET - 36.7 KIP CAPACITY
4. FS35DC DRIVE CYLINDER (RED) 9.62 SQ. IN EFFECTIVE AREA
5. DRIVE PIERS TO 4000 PSI OR UNTIL INITIAL MOVEMENT OF
FOOTER IS ACHIEVED
6. DO NOT LIFT STRUCTURE WITHOUT ENGINEER APPROVAL.
2015 IRC/IBC
PUSH PIER
DETAIL
PREPARED
FOR ERINN
TOZER
05.31.2023309.339.8045
Criterium Cona Engineers
6400 S Fiddlers Green Cir
Suite 250
Greenwood Village, CO 80111