HomeMy WebLinkAboutBA-01 S1 R1 - 1-S100 AND 2-S100 REVISIONA
21
3
S102
3 1/2" x 5 1/4"
PARALLAM COLUMN
HSS 12x2 STRINGER
(4) 2x10 BEAM
(4) 2x4 POST EA END
OF BEAM
T/FLOOR (714'-0"±)
T/FLOOR (707'-4 3/4"±)
16' - 4 5/8" ±
(2) 2x4 EA SIDE OF
DOOR IN BASEMENT
(3) 2x4 POST UNDER
BEAMS FROM 2ND
DOWN TO 1ST FLOOR
(2) 2x10 BEAM IN 1ST
FLOOR (3) 2x4 POST 2ND
FLOOR TO
BASEMENT
A
21
HSS12X2X5/16
MC12X50MC12X50 MC12X50(719'-10 1/2")
(719'-10 1/2")(719'-10 1/2")(719'-10 1/2")6
S100
HSS12x2x5/16 STRINGER
HSS12x2x5/16
STRINGER
(KINKED)
5
S100
5
S100
S100
4
2x10 AT 16"OC INFILL W/ 3/4"
SHEATHING
5 1/4" x 9 1/4"
PARALLAM
3
S1023 1/2"x 5 1/4"
PARALLAM COLUMN
OPEN
OPEN
(3)2x4 POST EACH
END OF PARALLAM
BEAM
9
9
9
10
5 10
3
5
S100
4
(3)2x4 POST TO BASEMENT 9
5 1/4"x 9 1/4" PARALLAM ATTACH TO FACE OF EXISTING
(2)2x10 HEADER WITH 1/2" Ø LAG SCREWS TOP AND
BOTTOM AT 16" OC. AT EXISTING JOIST, SHORE, CUT AND
ATTACH TO NEW BEAM WITH SIMPSON LU210R HANGER
9SIMPSON HHUS5.50/10
HANGER TYP
9
1
BA-01 S4
(3)2x4 POST TO BASEMENT
2x10 SISTERED TO
EXIST (2) 2x10 JOIST
DRAWING REFERENCE: 1/S100
DRAWN BY: KJO
1/8" = 1'-0"
06/06/18
11874
BA-01
S1 R1
Cornell University
118 McGraw Place
Ithaca New York 14850
10732 Phi Gamma Delta
1/S100 AND 2/S100 REVISION
1/8" = 1'-0"BA-01 S1
R1
1 FIRST FLOOR VESTIBULE - PARTIAL PLAN
1/8" = 1'-0"BA-01 S1
R1
2 SECOND FLOOR VESTIBULE - PARTIAL PLAN