HomeMy WebLinkAboutS-101SISTER NEW LVLs TO
EXISTING 2X10s, TYP. 4
LOCS. CONNECT TO
EXISTING RIDGE BOARD
AND SILLS AT EAVES
FAN ABOVE, SUPPORTED
BY NEW LVLs
(E) 2X10 RAFTERS
(2) 1-3/4" X 9-1/4" LVLs(2) 1-3/4" X 9-1/4" LVLs(2) 1-3/4" X 9-1/4" LVLs(2) 1-3/4" X 9-1/4" LVLs1-3/4" X 9-1/4" LVL
NEW 2X6 TIE LOCATED
AT SAME HEIGHT AS
EXISTING TIES IN ATTIC
HOOD BELOW
HSS4X4X1/4 (TYP. 4 LOCS.),
COORDINATE POST PLACEMENT
WITH LOCATION OF MAKE-UP AIR
UNIT ABOVE
1-3/4" X 7-1/4" LVL COORDINATE
LOCATION WITH HOOD
ATTACHMENT PLACEMENT
(E) 2X8 JOISTS(E) CMU WALL BELOW
2' - 7 1/8"
2' - 3"
2' - 0"
1' - 0"
1' - 0"
1' - 2"
W8X10
HSS4X4X1/4 (TYP. 4 LOCS.)
L3X3X1/4 KICKER, TYP. 4
LOCATIONS. KICKER TO BE
LOCATED DIRECTLY BELOW
CHANNEL. ARROW INDICATES
KICKER SLOPE DOWN.C6X8.2C6X8.2C6X8.2
C6X8.2
ATTIC FRAMING BELOW, NOT AT SAME
ELEVATION AS DUNNAGE2' - 4 1/2"8' - 10"
NEW STEEL BEAMS BELOW
NOT SHOWN FOR CLARITY
NEW 1-3/4"X7-1/4" LVL SISTERED TO EXISTING
JOIST AT ATTIC FRAMING LEVEL
NEW 1-3/4"X7-1/4" LVL SISTERED TO EXISTING
JOIST AT ATTIC FRAMING LEVEL
NEW 1-3/4"X7-1/4" LVLs
SEE REFERENCE
ELEVATION 2 ON 3/S-300
SEE REFERENCE
ELEVATION 2 ON 3/S-300
SEE REFERENCE
ELEVATION 1 ON 3/S-300
SEE REFERENCE
ELEVATION 1 ON 3/S-300C4X4.5C4X4.52' - 11"3' - 0"CORNE LL U N IV
E
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SI
TYFOUN
D E D 5681AD
FACILITIES
ENGINEERING
N
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
PHI SIGMA SIGMA, 14 SOUTH AVE
KITCHEN HOOD
EXHAUST
RENOVATION
S-101
11191594
STRUCTURAL
NOTES,
DETAILS, AND
PLANS
Q. OLSEN
QCO
4724
JULY 15, 2019
STRUCTURAL GENERAL NOTES
1. SEE STEEL DETAILS ON S-300 FOR CONNECTIONS AND KICKERS.
2. SEE DETAILS ON S-300 FOR ELEVATIONS OF NEW STRUCTURAL ELEMENTS.
ELEVATION OF TOP OF EXISTING ATTIC JOISTS RELATIVE TO TOP OF EXISTING
CMU WALL TO BE VERIFIED IN FIELD.
3. COORDINATE LOCATION OF NEW FRAMING WITH LOCATION OF EXISTING
FRAMING AND LOCATION OF NEW MEP UNITS.
4. FOR HANGERS AT WOOD TO WOOD CONNECTIONS, SEE WOOD FRMAING AND
ENGINEERED LUMBER GENERAL NOTES ON S-001
5. NEW LVLs AT ATTIC FRAMING LEVEL TO BEAR ON CMU WALL AT EACH END.
PROVIDE BLOCKING AT 24" O.C. BETWEEN NEW LVLs AND EXISTING 2X8 JOISTS
ON BOTH SIDES OF LVLs. PLACEMENT AND QUANTITY OF LVLs TO BE
COORDINATED WITH HOOD ATTACHMENT LOCATIONS BELOW. HARDWARE FOR
ATTACHING HOOD IS TO BE PROVIDED BY HOOD MANUFACTURER.
6. 1/S-101 SHOWS THE ROOF FRAMING. 2/S-101 SHOWS THE FRAMING AT THE
ATTIC FLOOR LEVEL. 3/S-101 IS CUT IN BETWEEN THESE ELEVATIONS AT THE
TOP OF THE NEW DUNNAGE. SEE S-001 FOR DETAILS ON PLACEMENT OF TOP
OF DUNNAGE RELATIVE TO TOP OF JOISTS AND TO TOP OF CMU WALL.
7. PROVIDE BLOCKING BETWEEN W8X10 AND ADJACENT EXISTING WOOD JOIST AT
THREE EQUALLY SPACED LOCATIONS ALONG THE STEEL BEAM. TYPICAL FOR
TWO STEEL BEAMS. BETWEEN FLANGES PACK WITH 2X MEMBERS.
RECOMMENDED WOOD TO STEEL FASTENER IS SIMPSON STRONG DRIVE TB
WOOD TO STEEL SCREW. EOR MUST APPROVE ALTERNATIVE FASTENER IF
USED. PROVIDE 2X8 MEMBERS FOR BLOCKING BETWEEN STEEL BEAM AND
WOOD JOISTS. SEE GENERAL NOTES ON S-001 FOR FACE MOUNTED HANGERS.
8. SEE S-001 FOR CONNECTION DETAIL BETWEEN C4 AND C6 CHANNELS.
SCALE:1/8" = 1'-0"1 ROOF FRAMING PLAN
SCALE:1/8" = 1'-0"2 ATTIC FRAMING PLAN
SCALE:1/2" = 1'-0"3 ATTIC DUNNAGE PART PLAN
0 4 8 16
SCALE: 1/8"=1'-0"
0 1 2 4
SCALE: 1/2"=1'-0"
1 5/31/19 ISSUE FOR 50% REVIEW
2 7/10/19 ISSUE FOR COORDINATED REVIEW
3 7/15/19 ISSUE FOR CONSTRUCTION