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TYPICAL SECTION
W/PILE ATTACHMENT
PIER LOAD CALC'S:
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TOP VIEW
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SIDE VIEW
TRU-LIFT BRACKET
(BY: PIER TECH)
NOTE:
WELDING PER AWS D1.1 SPECS
ULTIMATE CAPACITY 70 KIPS
EAST WALL =
45.0'
SOUTH WALL=
24.33'
(4575 PIERS) =
9.0'
24.3374 =
6.1'
WALL HT. =
8.0'
WALL HT. =
8.0'
WEIGHT/LIN. FT. OF WALL:
WEIGHT/LIN. FT. OF WALL:
ROOF
120#
ROOF
470#
CBS WALL
400#
CBS WALL
400#
FOOTING
225#
FOOTING
225#
4" CONC. SLAB
372#
4" CONC. SLAB
372#
TOTAL #/ LIN. FT.
1117#
TOTAL #/ LIN. FT.
1487#
MAX. LOAD PER PIER: MAX. LOAD PER PIER:
9.0 FT. x 1117# = 10,053# 6.1 FT. x 1467# = 8,949#
USE 12 KIP MINIMUM PILES
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PIER LOCATIONS ON
_ FOUNDATION PLAN
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OCEALED FWBEERS OR AI MHMBI TS
ARE THE RESPONSIBILITY OF THE File Co
!`OOP=OR OF RECOK �Y
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Iii• 1{'.'.1i1T MUST BE iaPT ON JOE
LENLLDE.
GENERAL NOTES:
1. THE EAST WALL OF THE RESIDENCE HAS SETTLED
APROXIMATELY V TO 2" AND THE OWNER WOULD
LIKE THE FLOOR LEVELED.
2. THE EXISTING FOUNDATION WITH MONOLITHIC SLAB
ALONG THIS WALL IS TO BE RAISED INCRIMENTALLY
UNTIL THE FLOOR IN THE GARAGE & FAMILY ROOM
SECTION IS LEVEL WITH THE EXISTING RESIDENCE
AND THEN PINNED AT THAT POSITION.
3. THE CONTRACTOR TO USE THE PIER TECH SYSTEM
AND INSTALL (9) 2-7/8" HELICAL PILES TO A DEPTH
THAT THE RESISTANCE (TORQUE) INDICATES THAT
EACH PILE WILL SUPPORT MORE 'THAN 12 KIPS.
4. THE ENGINEER MAKES NO GUARANTEES OR
WARRANTEES THAT THE RAISING OF THIS WALL WILL
NOT CAUSE OTHER STRUCTURAL CRACKS OR
COSMETIC DEFECTS TO APPEAR IN THE STRUCTURE
AT THIS TIME OR IN THE FUTURE.
5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS
AND STUCTURAL CONDITIONS.AS SHOWN ON THE
PLANS. ANY DISCREPENCY BETWEEN THE PLANS
AND THE ACTUAL EXISTING CONDITIONS SHOULD BE
REPORTED TO THE ENGINEER IMMEDIATELY.
6. THESE PLANS & SPECiFiChfIONS COMPLY WITH THE
2014 FBC (5'h EDITION)_'
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Desipan by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, Fl. 34954
(772)215-5623
BENCHMARK ENGI
OF THE TREASURE CC
806 DELAWARE AVE.
FT, PIERCE, FL. 34950
(772)772-267-1399
G. NUTOy
`GENS
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OR
08/2i�� l
SEAL
BOWDOIN
HELICAL PIER INSTALLATION
SHEET
MIKE OOSTDYK
HUTCHINSON
P.E. #70878
1803 HAZELWOOD DRIVE
FT. PIERCE, FLORIDA
OF 1