HomeMy WebLinkAboutFOUNDATION PLAN - 21-00577 - Storage 1910 - Bldg 1D
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FOUNDATION PLAN for MINI STORAGE BUILDING #6
CONCRETE SCREW
FOUNDATION 1 1» - #4 REINFORCING CONTINUOUS WE DED WIRE
GENERAL FOUNDATION NOTES
LEGEND 9j" FABRIC VAPOR BARRIER
FOUNDATION SPECIFICATIONS.. » _ SLAB THICKNESS
—------
1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 5 4 — — (SEE LEGEND)
X 6 - W1.4 X W1.4 WELDED WIRE FABRIC. PAVING OR CLEAR
FINISHED GRADE zlz
. 4" FILL
2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO
YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. FREE DRAINING •
HOWEVER, 3,000 PSI IS PREFERRED. INORGANIC 3" CLEAR
3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRANULAR FILL
GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40
FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL
BE KEPT CLEAN AND FREE OF RUST. LAP ALL
REINFORCING A MINIMUM OF 28" AT SPLICES AND AROUND EARTH -�
CORNERS. ii III II i'
4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM 6"
A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT SLAB THICKNESS
ALL SIDE AND END LAPS. NOTE: WELDED WIRE FABRIC IS
USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. »
THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN FLOATING SLAB DETAIL,
IALTERNATE.5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL CONCRETE SCREWNOTCHED
POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6
INCHES. (INTERIOR)
6. 0 ETRUCTURAL PROVIDED BYCHORS SALL BE CONCRETE TRACH EH BUILDING SYSTEMS. SCREWS 3 /8" x 2 1/2
INSTALLATION INSTRUCTIONS ARE SPECIFIED IN NOTE 01
ON THE ERECTION DETAIL PAGES. CONCRETE SCREW WELDS WIRE VAPOR BARRIER
7. NON-STRUCTURAL ANCHORS SHALL BE EITHER (EXTERIOR) _ SLAB THICKNESS
ABRIC
POWDER ACTUATED ANCHORS OR TAPCON SCREW — — — — — — L — — — — — — — — — — —
ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY „ „ (SEE LEGEND)
TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING 3/8 x 2 1 /2 ,�
NON-STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02 4 FILL
ON THE ERECTION DETAIL PAGES. NON-STRUCTURAL
SP CIOICATIONSL BE INSTALLED PER MANUFACTURERS III III III III III III III III
8. FREE DRAINING GRANULAR FILL SHALL BE A NON III -I
FROST SUSCEPTIBLE FILL MATERIAL CONSISTING OF
COURSE SAND, CRUSHED ROCK, OR AN APPROVED
EQUIVALENT.
FOUNDATION DESIGN NOTES:
1. FOUNDATION PLAN SHOWN IS DESIGNED FOR A
PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE.
2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL
CONDITIONS.
GENERAL FOUNDATION NOTES:
1. NOTCH SHALL BE LEVEL WITH NO PITCH.
2. FOUNDATION MUST BE SQUARE AND LEVEL.
3. PROVIDE CONTROL JOINTS AT 15'-0" ON CENTER
MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE
LOCATED AT LEAST 1 FOOT OFF OF THE TRACHTE
BUILDING SYSTEMS COLUMN GRID SHOWN ON THE
FOUNDATION PLAN.
NOTE
TRACHTE BUILDING SYSTEMS, INC. IS ONLY
RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION
TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED
ON THE PARAMETERS SPECIFIED IN THE NOTES,
AND THE LOADS IMPOSED BY OUR BUILDING
SYSTEM. IT IS THE OWNERS RESPONSIBILITY TO
NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF
ANY UNUSUAL SITE CONDITIONS OR OF ANY
MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL
IMPOSE LOADS ON THE FOUNDATION SYSTEM.
ACTUAL CONSTRUCTION OF THE FOUNDATION,
INCLUDING LABOR AND MATERIALS FOR PLACING OF
REINFORCING STEEL AND CONCRETE IS BY OTHERS
AND THEREFORE, NOT THE RESPONSIBILITY OF
TRACHTE BUILDING SYSTEMS.
2 SLAB,
INTERIOR SECTION
DIMENSION VARIES
24"MIN.
CONCRETE SCREW
FOUNDATION EDGE
DIMENSION VARIES
24"MIN.
IN
O CONCRETE SCREW LOCATION,
CORNER
EXPANSION JOINT
MATERIAL
EXPANSION
JOINT
FOUNDATION NOTCH
MAY BE PRESENT
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NOTE: FOUNDATION FOR THE EXISTING
BUILDING MAY BE A DIFFERENT DEPTH
N THE FOUNDATION DEPTH NEEDED
CONCRETE SCREW FOR THE ADJOINING BUILDING.
#4 REINFORCING BAR
CONTINUOUS WELDED WIRE
FABRIC VAPOR BARRIER
SLAB THICKNESS I
(SEE LEGEND)
4" FILL 1'-4"
OFLOATING SLAB DETAIL W/
ADJ. EXISTING FOUNDATION
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CONCRETE SCREW
FOUNDATION EDGE _
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Yrine DIMENSION VARIES INTERIOR COLUMNid
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5"MIN. BASEPLATE '
CONCRETE SCREW DIMENSION CONCRETE SCREW — 2" REF.
VARIES
23 -"MIN. CONCRETE SCREW ANCHOR TO BE ERECTOR
4 SEE FLOOR PLAN TO LOCATE INSTALLED IN LIEU OF CAST—IN—PLACE ANCHOR
FOUNDATION EDGE & ORIENTATE BASEPLATE &
INTERIOR COLUMNS SCREWS. MINIMUM EMBEDMENT DEPTH
„
= (CONCRETE SCREW LENGTH) +
B CONCRETE SCREW LOCATION, C CONCRETE SCREW LOCATION,D CONCRETE SCREW,
EXTERIOR INTERIOR BASEPLATE SECTION, FOUNDATION EDGE
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Dote
4/4/22
Drown by
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Scale
1/8" 1'-0"
Plon No.
P53988B
Order No.
Sheet No.
B1.0