HomeMy WebLinkAboutSITE PLAN..
APPROXIMATE 1L0CATI0N
OF (13) PUSH PIERS
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�— SCANNED SCOPE OF WORK
By }�,� INSTALL (13)
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PUSH PIERS
This project is for remediation of foundation settlement.
Approx. Limits of The remediation shall arrest further settlement only and
Exterior First —Story
Settling Walls provide additional support. to the structure.
No additional loads are being applied
To the best of my knowledge, belief, and professional judgment,
the plans and specifications meet the
requirements of applicable codes including FBC 6th Ed. (2017).
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Roof Perimeter
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Mark E. Weber
PE# 53895
MW
ENGINEERING INC.
CA # 30702
MARK E. WEBER, P.E.
LICENSE #53895
6810 North State Road 7,
Coconut Creek, FL 33073
Phone: 954-617-8143
Revisions:
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SITE -PLAN
Cadd File Number. .
Sca le: AS_NOTED
Project Mgr: MW Project No:
Design: MW NOTED
Drawn: JA Sheet No:
Checked: DB
Date: 3-26.18 1
STANDARD GALVANIZED
FOUNDATION SUPPORT WORKS
RETROFIT FONDATION BRACKET
GALVANIZED COATED NOM. 3" O.D.
X 0.165" WALL
FOUNDATION SUPPORT WORKS
PUSH PIER FS288B
PIER TUBE AS SPECIFIED
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STADARD
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PUSH PIER NOTES:
• INSTALL (13) NEW STANDARD GALVANIZED FOUNDATION SUPPORT WORKS PUSH PIERS AND
LOW PROFILE IS. EXACT NG OF 7TALLATION LOCATIONS TO BE SELECTED BY CONTRACTOR.
MAXIMUM NOMINAL
• TOFOUNDATION SUPPORT WORKS NOM. 3" OD PUSH PIERS TO BE GALVANIZED AND
THE EXISTING FOUNDATION WITH GALVANIZED FOUNDATION SUPPORT WORKS To
FOUNDATION BRACKETS.
• LOW PROFILE BRACKETS TO BE FRICTION SEATED TO THE BOTTOM AND SIDE OF THE
ACCORDINGFOUNDATION
INSTALLED BY AN APPROVED FOUNDATION SU PORT WORKS INSTALLER. RECOMMENDATIONS. ALL PIERS TO BE
• PUSH PIERS TO BE INSTALLED TO A MINIMUM DEPTH OF 30 FEET, REFUSAL, 10 TON
CAPACITY (15 TON ULTIMATE), OR UNTIL FOUNDATION LIFT IS ACHIEVED. NOTIFY ENGINEER IF
INSTALLATIONCONDITIONS ARE NOT MET. REQUIRE REMOVAL AND
REPLACEMENT (3 00 PSI) OF CONCRETE SLAB AS WARRANTED.
4X4 W4X13
(3 FT LENGTH) • THESE PLANS ARE FOR PERMITTING PURPOSES ONLY FOR PARTIAL REMEDIATION OF
FOUNDATION SETTLEMENT. A FULL ANALYSIS OF THE STRUCTURE HAS NOT BEEN COMPLETED
BY THE ENGINEER AND IS BEYOND THE SCOPE OF SERVICES. THESE PLANS DO NOT INDICATE
THAT MW ENGINEERING, INC., APPROVED OR RECOMMEDED THE LIMITED SCOPE OF
REMEDIATION. THESE REPAIRS WILL HOWEVER IMPROVE THE INTEGRITY OF THE EXISTING
FOUNDATION. PERIMETER OF FOUNDATION. INTERIOR LOAD
• DESIGNEDALL PIERS LOCATED AT TO RESIST FUTURE SETTLEMENT. PIER LOCATION DES GNATEDD BYRN- -SQUARE INING WALLS C.
• SOIL INFORMATION BASED ON GEOTECHNICAL REPORT PERFORMED BY FEDERATED
ENGINEERING AND TESTING, DATED MARCH 19, 2018.
PUSH PIER DTL.
�"_J MW
ENGINEERING INC.
CA # 30702
MARK E. WEBER, P.E.
LICENSE #63895
6810 North State Road 7,
Coconut Creek, FL 33073
Phone: 954-617-8143
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I Cadd File Number: .
Sca le: AS_NOTED
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Project Mgr. MW Project No:
Design: MW
Mark E. Weber
Drawn: JA Sheet No:
Checked: Ds
PE# 53895
Date:. 2