HomeMy WebLinkAboutS102_Bid Addendum No. 1VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
SEE ARCH DRAWINGS FOR SIZE AND LOCATION OF ALL WALL OPENINGS.
FINISHED FLOOR ELEVATION (FFE) = 113'-4".
TOP OF BEAM ELEVATION (TBE) AND DECK BEARING ELEVATION = 112'-11" UNO.
SEE DETAIL 1/S202 FOR TYPICAL FLOOR DECK FASTENING INFORMATION.
SEE COLD FORMED STEEL WALL SCHEDULE ON SHEET S101 FOR WALL FRAMING
REQUIREMENTS AT INTERIOR BEARING WALLS AND ALL EXTERIOR WALLS.
"CX" ON PLAN DENOTES STEEL COLUMN. SEE STEEL COLUMN SCHEDULE ON SHEET S101.
ON PLAN DENOTES MASONRY JAMB. SEE JAMB REINFORCING SCHEDULE ON
SHEET S101.
ON PLAN DENOTES LINTEL. SEE LINTEL SCHEDULE ON THIS SHEET.
ON PLAN DENOTES COLD FORMED STEEL HEADER. SEE COLD FORMED STEEL
HEADER SCHEDULE ON THIS SHEET.
ON PLAN DENOTES COLD FORMED STEEL BEAM. SEE COLD FORMED STEEL BEAM
SCHEDULE ON THIS SHEET.
ON PLAN DENOTES INTERIOR SHEAR WALL ABOVE. SEE SHEAR WALL SCHEDULE ON
SHEET S101
ON PLAN DENOTES MASONRY WALL REINFORCING. SEE WALL REINFORCING
SCHEDULE ON SHEET S101.
SEE 5/S202 FOR TYPICAL FLOOR OPENING SUPPORT REQUIREMENTS.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
SECOND FLOOR FRAMING PLAN NOTES:
SECOND LEVEL FRAMING KEYNOTES:
2" NORMAL WEIGHT CONCRETE SLAB W/ 6x6-W1.4xW1.4 WWF OVER 3"-20 GA COMPOSITE
DECK (5" TOTAL THICKNESS). NOTCH DECK AROUND COLUMNS AS REQUIRED. PROVIDE
CLOSURE PLATES AND POUR STOPS AS REQUIRED.
NOT USED.
2" NORMAL WEIGHT CONCRETE SLAB W/ 6x6-W1.4xW1.4 WWF OVER 3"-18 GA COMPOSITE
DECK (5" TOTAL THICKNESS) AT HATCHED AREA THUS: . NOTCH DECK AROUND
COLUMNS AS REQUIRED. PROVIDE CLOSURE PLATES AND POUR STOPS AS REQUIRED.
A
L_
J-
SW-
B
H_
W-
B_
C
A B C D
1
2
3
4
5
6
7
8
9
10
11
12
13
14
A.1 B.1 C.1
AREA A
AREA B
10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"
60' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"150' - 0"ELEV
OPNG
J1 J1
L1
STAIR
OPNG
L1 W8X18
OPEN
TO
BELOW
W21X50
W21X50
W21X50
W21X50
W21X50
W21X50
W21X50
W21X50
7' - 6 3/4"
W21X50
W21X50
W21X50
1' - 6 3/4"
W18X35
5' - 0"W24X68 CONTW24X117 5' - 0" CONT W24X131 W36X135 B1
B1
B1 B1
B1B1
B1 B1
B1B1
B1B1
B1
B1
B1
B1
B1
B1 B1 H6 H2 H2
AA AH4H4 H11H11H11
H11
SW1
SW1
L1J1
J1
W2
W2
W2
W1
W2
W2
W2
MO H6W16X31W16X31
1.5
2.5
7
S202
B1
B1
3' - 6 3/16"7' - 6" 9' - 10 7/16" 8"
4" 11' - 5" 9' - 0" TYP8"8"
10
S202
10
S202
CANOPY BY OTHERS,
SEE ARCH
CANOPY BY
OTHERS,
SEE ARCH
15
S202
21
S202
15
S202
SIM
23
S202
TYP @ BM
12
S202
TYP 18
S202
19
S202
17
S202
11
S202
TYP
11
S202
TYP
11
S202
TYP
19
S202
21
S202 TYP @
BM 16
S201
14
S202
26
S201 16
S20117
S201
13
S202
22
S202
25
S202
C12
S202
SIM16
S201
16
S201
16
S201
22
S202 SIMTYP
10
S202
10
S202
22
S202
SIM SIM
7
S202
27
S202
1
SEE 5/S202
28
S202
28
S202
1
28
S202
1
L3
SIM
1
9
S202
1
L4H6 LOW& TBE=116'-4" 22
S202
SIM
EA END
A B C D
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
A.1 B.1 C.1
AREA A
AREA B
180' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"
L1
STAIR
OPNG
J1 J1 W36X135OPEN
TO
BELOW
L1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
L3
W2
W2
W1
W1AA SW1
SW1
MO
AH7
5' - 10 5/8" 19' - 4 3/8"3 13/16"6"
SW1
A 14
S202
16
S202
22
S202
7
S202
TYP
17
S201
16
S201
16
S201
16
S2018
S202
7
S202TYP
11
S202
TYP
11
S202
TYP
11
S202
TYP
11
S202
TYP 22
S202
SIM
EA END
1
25
S202
7
S202
7
S2021
SEE 5/S202
7
S202
H2 H4H12
W16X31
1
12
S202
11
S202
26
S201
21
S202
8"
7
S202
10
S202
COLD FORMED STEEL HEADER SCHEDULE NOTES:
SEE 2/S202 FOR TYPICAL HEADER DETAIL.1.
LINTEL SCHEDULE NOTES:
1.
2.
3.
4.
SEE GENERAL MASONRY NOTES ON SHEET S001 AND FOUNDATION PLAN FOR
REINFORCING NOT LISTED IN LINTEL SCHEDULE.
SEE GENERAL MASONRY NOTES ON SHEET S001 FOR ALL OTHER OPENINGS NOT
LISTED IN THE LINTEL SCHEDULE.
VERIFY ALL SPANS OF OPENINGS AND WALL THICKNESSES WITH ARCH DRAWINGS.
NOTIFY ARCHITECT/ENGINEER OF DEVATIONS PRIOR TO FABRICATION AND ERECTION.
LOOSE BRICK LINTELS SHALL BE HOT DIP GALVANIZED AND SHALL BEAR 6" MINIMUM AT
EACH END OF OPENING.
COLD FORMED STEEL BEAM SCHEDULE NOTES:
SEE 4/S202 FOR TYPICAL BEAM DETAIL.1.
Phone: 763.425.9960 Fax: 763.425.9958
5279 Kyler Avenue NE Albertville, MN 55301
SOLUTIONS, P.A.
STRUCTURAL
INNOVATIVE
Email: isspa@isseng.com Web: www.isseng.comISSISSISSPAISSPAPAPA
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in terms of
architectural design concept, the dimensions of the building, the major
architectural elements and the type of structural, mechanical and
electrical systems. The drawings do not necessarily indicate or describe
all work required for full performance and completion of the requirements
of the contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items required for the
proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
CLIENT
8-27-2020
JMW
MJV
08/27/2020
S102
SECOND FLOOR FRAMING
PLAN
86220CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers
10505 N. College Avenue
Brad Schoeff -Sr. Project Manager
PH: 317-846-6611
Innovative Structural Solutions, P.A.
5279 Kyler Avenue, NE
PH: 763-425-9960
Gooderum & Associates Engineering
874 Cheltenham Way
PH: 317-506-8151
Indianapolis, IN 46280
Albertville, MN 55301
Avon, IN 46123
Extra Space Storage
9000 Keystone Crossing, Ste. 660
Jim Adams
Indianapolis, IN 46240
PH: 317-663-8648
CIVIL ENGINEER
STRUCTURAL ENGINEER
MEP ENGINEER
N N
1/8" = 1'-0"S102
1 SECOND FLOOR FRAMING PLAN - AREA A
1/8" = 1'-0"S102
2 SECOND FLOOR FRAMING PLAN - AREA B
COLD FORMED STEEL HEADER SCHEDULE
MARK HEADER SIZE
TOP & BOT
TRACK
BRG STUDS
(JACK STUDS)
JAMB STUDS
(KING STUDS)
END WEB
STIFF Y/N REMARKS
H1 1400S250-118 600T200-68 (2) 600S200-54 (2) 600S200-54 Y
H2 1600S300-118 600T200-68 (2) 600S250-68 (2) 600S250-68 Y
H3 NOT USED --- --- --- --
H4 1200S200-68 600T200-68 (2) 600S162-68 (2) 600S250-68 Y
H5 1200S200-68 600T200-68 (2) 600S162-68 (2) 600S200-54 Y
H6 600S162-54 600T125-54 (1) 600S162-54 (2) 600S200-68 N
H7 600S200-97 400T125-54 (1) 400S250-97 (1) 400S250-97 Y
H8 600S200-68 400T125-54 (1) 400S250-54 (1) 400S250-54 Y
H9 1000S200-97 400T125-54 (2) 400S250-54 (1) 400S250-54 Y
H10 800S200-68 400T125-54 (1) 400S250-54 (1) 400S250-54 Y
H11 600S200-97 600T125-54 (1) 600S200-68 (1) 600S200-54 Y
H12 1400S250-118 400T125-54 (2) 400S250-97 (2) 400S250-54 Y
LINTEL SCHEDULE
MARK REFERENCE MEMBER REMARKS
L1 28/S201 16"H BOND BM W/ (2)#5 CONT BOT
L2 --- NOT USED
L3 --- L 6 X 4 X 3/8" LLV LOOSE BRICK LINTEL
L4 --- L 8 X 4 X 7/16" LLV LOOSE BRICK LINTEL
COLD FORMED STEEL BEAM SCHEDULE
MARK BEAM SIZE JAMB STUDS FASTENERS PER MEMBER EA END REMARKS
B1 (2) 800S200-97 (2) 400S250-97 (10) #12-14
B2 (2) 800S200-68 (2) 400S250-54 (8) #12-14
B3 NOT USED --- ---
# DESCRIPTION DATE
1 BID ADDEN. 001 10/13/2020
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07/14/21