C
B
A.9
A.2
A.1
A
1 2 2.5 33.7 44.2
1.6
B.4
EQ EQ
EQEQ
23' - 5"
11' - 2 3/8"22' - 4 5/8"
EQ EQ EQ EQ
28/66 22/54
18/42
22/54
22/54
3' - 0"11' - 2"22' - 5"
1' - 7"
12' - 0"20' - 0"
38' - 2"32' - 0"
72' - 0"
7' - 4" 4' - 2" 11"
11"
11' - 11 7/8" 7' - 0"
11"
10' - 7"
11"6' - 8"
11"
11"
11"
11"2' - 1"
3' - 0"11"
11" 14' - 2" 11"
11"14' - 2"11"
2' - 1" 11"
11"
11"
30' - 6" 39' - 4" 39' - 4"
114' - 0"
18/42
22/54
22/54
18/42
3' - 0"19' - 0" 11' - 6" 20' - 8" 18' - 8" 28' - 2" 11' - 2"
22/54
22/54
5" CONC. SLAB ON
COMPACTED SELECT FILL
- REINF W/ #3 @ 15" O.C.
EACH WAY, TOP
3' - 11"
0'-0"
12/S3.2 8/S3.2
8/S3.2
8/S3.2
8/S3.2
12/S3.2
12/S3.2
2' - 9"
13' - 4"
9' - 1"9' - 1"9' - 1"9' - 1"
22/54
HSS6X6X5/16 HSS6X6X5/16
HSS8X8X5/8
HSS8X8X5/8
HSS8X8X5/8
HSS6X6X1/4HSS6X6X1/4
HSS8X8X5/8
6/S3.2
8/S3.2
6/S3.2
HSS6X6X1/4
HSS6X6X1/4
HSS6X6X1/4
18/42
HSS8X8X5/8
9/S3.2
9/S3.2
2/S3.2
2' - 0"
3' - 8"
7/S3.2
3"
3"
3"
3"
3"
50' - 7"
6' - 7 1/2"
6' - 1 1/2"
20' - 2"
8"
RTU-ZONE,
SEE NOTE 9
C
B
A.9
A.2
A.1
A
1 2 2.5 33.7 44.2
1.6
B.4
W18X40 c = 1-1/2"
36G7N10.5K
W16X26
W10X12
W16X26 c = 3/4"
W10X12
W18X40 c = 1-1/2"
W16X26
36G7N10.5K
12K1
W18X35
W16X26 c = 3/4" W14X22
W8X10
W24X62 c = 1-1/4"
W8X10
W8X10
W12X14
W12X14
W12X14 12K1
T/S = 18' - 6" T/S = 18' - 6"
T/S = 18' - 6"
T/S = 17' - 0"
T/S = 17' - 0"
T/S = 17' - 0"
T/S = 17' - 0 3/4" T/S = 17' - 0 3/4"
T/S = 17' - 0"
T/S = 17' - 0"
T/S = 17' - 9 1/4" T/S = 17' - 9 3/8"
T/S = 17' - 3 5/8"
T/S = 17' - 3 5/8"
T/S = 18' - 0 7/8"
T/S = 17' - 9 3/4"
T/S = 17' - 9 3/8"
22K7
24K7
11" 19' - 0" 11' - 6" 20' - 8" 18' - 8" 28' - 2" 11' - 2" 3' - 0" 11"
11"3' - 0"11' - 2"22' - 5"
1' - 7"
12' - 0"20' - 0"11"
1/S4.2
1/S4.2
2/S4.2
W16X26
28K7
W18X35
HSS6X6X1/4
C.C.
2/S4.1
SEE DETAIL 14/S4.1
FOR HSS BRACE BOTH
SIDES OF BEAM (TYP.)
BRACE "A"
1/S4.2
2/S4.2
19/S4.1 17/S4.1
3/S4.2
3/S4.2
1/S4.2
2/S4.2
4/S4.2
4/S4.1
114' - 0"
53' - 0" 45' - 0" 16' - 0"
72' - 0"
20' - 0" 12' - 0" 40' - 0"
11"
11"
111' - 0"
19' - 0" 11' - 6" 80' - 6"
11"
11"
11"
11"
11"
11"
16' - 0"56' - 0"
11"
11"
11"
11"11"
REF: 3/S2.1
REF: 4/S2.1
11"
SEE 5/S2.1 FOR FRAMING
SEE 6/S2.1 FOR FRAMING
SLOPE
RTU-ZONE,
SEE NOTE 9
ROOF HATCH,
RE: ARCH.
9' - 8 1/2" 62' - 9"
18' - 6 1/2"
20' - 0"
42' - 9"
19' - 5 1/2" 18' - 6 1/2"
FOUNDATION PLAN NOTES:
1. ALL PIERS ARE CENTERED UNDER COLUMN CENTERLINES, U.N.O.
2. PIERS UNDER GRADE BEAMS (WITHOUT COLUMNS) SHALL BE CENTERED
UNDER GRADE BEAMS, U.N.O.
3. ALL COLUMNS ARE HSS 8x8x3/8 TYP. U.N.O.
4. ALL PIERS ARE 16/36 TYP. U.N.O.
5. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FLOOR SLOPES,
DEPRESSIONS, ETC.
6. COORDINATE ALL BRICK LEDGES AND DEPTH WITH ARCHITECTURAL DRAWINGS.
7. LOCATIONS NOTED THUS: INDICATES TOP OF SLAB ELEVATION.
8. SEE DETAIL 11/S3.2 FOR BASE PLATES.
9. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
FABRICATION/CONSTRUCTION.
0'-0"
ROOF PLAN NOTES:
1. LOCATIONS SHOWN THUS: T/S. INDICATES TOP OF STEEL (T.O.S.) ELEVATION
(TOP OF STEEL = TOP OF JOIST OR BOTTOM OF DECK).
2. FIELD VERIFY ALL EXISTING CONDITONS AND DIMENSIONS PRIOR TO FABRICATION/
CONSTRUCTION.
3. SPACE JOISTS EQUALLY, U.N.O.
4. PROVIDE 3/16" CLOSURE PLATES AT ALL TUBE BEAMS.
5. REFER TO ARCHITECTURAL DRAWINGS / MEP FOR LCOATIONS OF ROOF DRAINS,
OVERFLOW DRAINS AND TAPERED INSULATION.
6. C.C. = CARRIED COLUMN PER 16/S4.1
7. = MOMENT CONNECTION
LSH = LONG SIDE HORIZONTAL
LSV = LONG SIDE VERTICAL
8. SEE S5.1 FOR BRACE "A" ELEVATION.
9. DESIGN JOISTS IN SHADED RTU ZONE FOR 50 PSF DL.
A.2
A
3.7 4.2
HSS12X3X1/4 (LSV)
HSS12X3X1/4 (LSV)
HSS12X3X1/4 (LSV)
HSS12X3X1/4 (LSV)
15/S4.1
11" 14' - 2" 11"
11" 14' - 2" 11"
19/S4.1
19/S4.1
HSS 6x4x5/16 (B)
HSS 6x4x5/16 (B)
T/S = 29' - 5"
T/S = 29' - 5" T/S = 29' - 5"
T/S = 29' - 5"
HSS8X2X1/4
HSS8X2X1/4
HSS 6X5X1/4 (LSV) @ 24" O.C.
10"
9' - 1"9' - 1"9' - 1"9' - 1"
10"
10" 13' - 4" 10"
5/S4.2
T/S = 10' - 6"
3.7 4.2
1' - 0 1/2" 1' - 0 1/2"(6)-EQ. SPACES = 12' - 1"
C4X4.5
.
C4X4.5
5' - 4 1/2"
6/S4.2
HSS6X6X1/4(T/S = 10'-5 1/2")
AA.2
(T/S = 10'-3 1/4")
A
2.5 33.7
1' - 7"1' - 10"
8"
1' - 0" (3)-EQ. SPCS.
@ 1'-0" = 3' - 0"
8"
HSS8x3x1/4 (LLV)
(10)-EQ. SPACES @ 4'-0" = 40' - 0" 1' - 10" 1' - 7"
5' - 4"
HSS2x2x1/4
18' - 8" 28' - 2"
HSS8x8x1/4 (T/S = 10'-7 1/2")
7/S4.2
Matrix Structural Engineers
TBPE Firm Registration No. F-2640
72876
MOYEENUL HAQUE
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E-MAIL: [email protected]
. .
11/19/12 100% CD
MSE12155
AM/KN
DRAWN BY
DATE
PROJECT NO.
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2012 WINDLE + VOLPE Architects
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COPYRIGHT
11/19/12
FOUNDATION
& ROOF
FRAMING
PLAN
S2.1
SCALE: 1/8" = 1'-0"
1FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
2ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
3PARAPET FRAMING PLAN
SCALE: 1/8" = 1'-0"
4TRELLIS FRAMING PLAN
(TYP.)
SCALE: 1/4" = 1'-0"
5CANOPY AT ENTRY FRAMING PLAN
SCALE: 1/4" = 1'-0"
6CANOPY AT ENTRY FRAMING PLAN.