22
2
S-100
1 2
CL
VARIES-SEE LIFT PLANS
3' - 0" 3' - 0"
3' - 0" 3' - 0"
TYP
VERTICAL LEG OF LIFT
AS SPECIFIED
TYP
EXIST F.F.E.
0"
CL
VERTICAL LEG OF LIFT
AS SPECIFIED
NEW 4" MIN COMPACTED
CRUSHED STONE BELOW
FOOTPRINT OF FOUNDATION
EXIST FLOOR SLAB-ON-GRADE
FIELD VERIFY THICKNESS
NEW 3,000 PSI (28-DAY STRENGTH)
CONCRETE FOUNDATION CENTERED
ON EACH LIFT BASE PLATE
W/ #4 BARS @ 12" O.C. EACH WAY
CETNERED IN FOUNDATION
POSTION REINFORCING AS REUIRED
TO MISS ANCHORS
6"
3' - 0" 3' - 0"
LIFT BASE PLATE
& ANCHORS AS SPECIFIED
TYP
3" CLR
#4 x 1'-6" ADHESIVE
@ 24" O.C. CENTERED
IN EXIST SLAB
EMBED
6"
1. THE FOUNDATIONS HAVE BEEN DESIGNED BASED ON A PRESUMPTIVE LOAD-BEARING VALUE OF 1500 PSF PER IBC SECTION 1806.
AN INSPECTOR OR SOILS ENGINEER SHALL VERIFY LOAD-BEARING VALUE CAPACITY.
2. FOUNDATIONS SHALL BEAR ON PROPERLY PREPARED AND COMPACTED SOILS CAPABLE OF SUPPORTING ROTARY LIFT LOADS.
3. PROTECT EXISTING UTILITIES AND STRUCTURES (OVERHEAD OR UNDERGROUND) WITHIN THE WORK
AREA AS WELL AS ANY EXISTING FOUNDATION SYSTEM(S).
4. FOUNDATIONS WERE DESIGNED UTILIZING KBC SECTION 1605 ' ALTERNATIVE BASIC LOAD COMBINATIONS' WITHOUT THE 1/3
INCREASE IN THE ALLOWABLE BEARING PRESSURES DUE TO SHORT-TERM LOADING.
5. FOUNDATIONS SHALL BE PLACED ACCORDING TO THE DEPTHS SHOWN ON THE DRAWINGS. SHOULD SOIL ENCOUNTERED AT
THESE DEPTHS NOT BE APPROVED BY THE INSPECTOR OR SOILS ENGINEER, FOUNDATION ELEVATIONS/DIMENSIONS MAY NEED
TO BE MODIFIED BY THE ENGINEER. NOTIFY THE ENGINEER OF RECORD IF THIS IS THE CASE.
FOUNDATION NOTES:
CONCRETE NOTES:
1. CONCRETE COMPRESSIVE STRENGTH - PROVIDE CONCRETE WITH THE FOLLOWING STRENGTHS AT THE
LOCATIONS NOTED. MIX DESIGN, SLUMP, AIR ENTRAINMENT, AGGREGATE SIZE, ETC. SHALL BE IN CONFORMANCE
WITH THE ACI 301, LATEST EDITION.
LOCATION STRENGTH (PSI @ 28 DAYS)
SPREAD FOOTINGS............................................................... 3000 PSI NORMAL WEIGHT
2. REINFORCING STEEL - ASTM A615 GRADE 60
3. FABRICATE AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACI PUBLICATION SP-66, ACI DETAILING MANUAL -
LATEST EDITION.
4. PLACE CONCRETE IN COMPLIANCE WITH ACI 304. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED.
5. REINFORCING SUPPORT - ALL REINFORCING SHALL BE ADEQUATELY
CHAIRED/BOLSTERED. LIFTING OR HOOK IS NOT PERMITTED.
Checked By:
Drawn By:
Date:
10/24/2019 1:09:43 PM
10/24/19
CBG
JMY
S-100
RROOTTAARRYY LLIIFFTT FFOOUUNNDDAATTIIOONN
PPLLAANN && DDEETTAAIILL
VVEEHHIICCLLEE SSEERRVVIICCEE GGRROOUUPP --
RROOTTAARRYY LLIIFFTT FFOOUUNNDDAATTIIOONN
S-100
1/8" = 1'-0"
1
ROTARY LIFT FOUNDATION PLAN
S-100
3/4" = 1'-0"
2
ROTARY LIFT FOUNDATION SECTION
REVISIONS
# DESCRIPTION DATE
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