HomeMy WebLinkAbout004.0_S-401 DETAILSNEW BATTERY
CABINET MAXIMUM 1/2" GAP BETWEEN ENDS OF BEAMS
FLOOR
1/2" Ø EXPANSION ANCHORS
EMBEDDED A MINIMUM OF 2"
INTO EXISTING CONCRETE
1' - 1"
3"3"
3'-2" X 1'-1" X 1/2" STEEL
PLATE WITH FOUR (4)
EXPANSION ANCHORS
1/2" Ø EXPANSION ANCHORS
EMBEDDED A MINIMUM OF 2"
INTO EXISTING CONCRETE
ANCHORS TO ONLY BE
LOCATED AT BEARING
PLATES (12 ANCHORS
IN TOTAL)
3 3/4"3"
3'-2" X 6-3/4" X 1/2" STEEL
PLATE WITH TWO (2)
EXPANSION ANCHORS
3/4"
3/16"
NEW BATTERY
CABINET
1/2" Ø EXPANSION ANCHORS
EMBEDDED A MINIMUM OF 2"
INTO EXISTING CONCRETE
1/2" Ø EXPANSION ANCHORS
EMBEDDED A MINIMUM OF 2"
INTO EXISTING CONCRETE
HOLES IN PLATE FOR
ANCHORS TO BE 3/4" Ø
3' - 2"
1"1"
1/2" THICK X 3'-2" LONG
STEEL PLATE. WIDTH
VARIES, SEE OTHER
DETAILS THIS SHEET
PROVIDE 3/4"X1" SLOT IN
BOTTOM FLANGE OF BEAM
WHERE IT BEARS ON PLATE.
WELD BEAM TO PLATE.
3/16"3/16"
WELD BEAM TO PLATEWELD BEAM TO PLATE CORN E LL U N I V
E
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TYFOU
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D E D 5681AD
FACILITIES
ENGINEERING
ARCHIVE BAR CODEITHACA, NEW YORK
ARCH/STRUCT:
CIVIL/ENV:
ELECTRICAL:
MECHANICAL:
DATE:
FACILITY:
DESIGN:
DRAWN:
WWW.FCS.CORNELL.EDU
IT IS A VIOLATION OF NEW YORK STATE LAW FOR
ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED ARCHITECT OR
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE
ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT THEIR SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERATION, AND
A SPECIFIC DESCRIPTION OF THE ALTERATION.
WARNING
REVISIONS
ARCHITECTURAL, STRUCTURAL,
CIVIL, ENVIRONMENTAL,
MECHANICAL, AND ELECTRICAL
ENGINEERING
201 HUMPHREYS SERVICE BLDG
ITHACA, NEW YORK 14853-3701
136 HOY ROAD
RHODES HALL
UPS
REPLACEMENT
S-401
11874770
DETAILS
Q. OLSEN
JD
2051
APRIL 8, 2020
SCALE:1 1/2" = 1'-0"3 TYPICAL BEARING CONNECTION MIDDLE
SCALE:1 1/2" = 1'-0"1 TYPICAL BEARING CONNECTION AT END
SCALE:1 1/2" = 1'-0"2 TYPICAL BEARING CONNECTION SECTION
SCALE: 1-1/2"=1'-0"
6 1 20 3
1 08/16/19 ISSUE FOR DD REVIEW
2 03/20/20 ISSUE FOR 95% REVIEW
3 05/05/20 ISSUE FOR COORDINATED REVIEW
4 04/08/20 ISSUE FOR CONSTRUCTION