HomeMy WebLinkAboutS1.02THIRD AND FOURTH LEVEL PART PLANS1 32 4 65
O
P
Q
R
S
T
U
S1
R1
4A 5.1
UNREINFORCED BEAM OPENINGS, TYP.
FOR 5"Ø SPRINKLER PIPES.
COORDINATE w/ FP DRAWINGS.
LOCATE WITHIN MIDDLE 1/3 OF BEAM,
GRIND SMOOTH EDGES OF CUT.
2'-3"
2'-3"
2'-3"
32 4 6
D
5
G
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Q
R
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U
S1
R1
4A 5.1
COORD. FINAL SIZE
w/ MECH DRAWINGS
S6.01
1
S6.01
5
1
S4.00
2
S4.00
S6.01
7
W14x43
REMOVE RIB
C10x15.3
S6.01
4
C8x11.532 4 65
G
H
S
T
4A
W16x36
W16x36 *
W18x50 W18x50W16x36 *W12x26W16x36
W16x36W16x36 W18x50POST UP FROM
DUNNAGE
G-1AHU
9,000 lbs
S6.01
1
NOTES:
1. HOT DIP GALVANIZE ALL STEEL AND CONNECTIONS.
2. * INDICATES BEAMS WITH FINAL LOCATION
DEPENDENT ON EQUIPMENT. COORDINATE WITH
INSTALLER.
3. TOS EL = 46'-3" UON.
S6.01
5 TYP. AT (E)
COL.'S
1
S4.00
2
S4.00
17'-3"12'-8"W16x36 *W12x26
S6.01
7
W16x36
2L4x4x3/8
KICKER 2'-6"2'-0"1'-1"HSS7x7x3/8
HSS7x7x5/16H SS7 x 7x5 /16
HS S7x7x5 /16
W18x50
W12x26
W12x26
W12x16
HSS7x7x3/8
POST, TYP.
HANDRAIL, SEE ARCH.
S6.01
2
SEE DETAIL
6/S0.20
EL. 46'-4 1/2"
C8x11.5
SEE ARCH. AND TYP.
DETAILS FOR STAIR
SLAB NOTE G-1
GALVANIZED GCM-4 SERRATED WITH 3/16"x1-1/2" BARS
AND CROSS BARS AT 1-3/16" OC BY McNICHOLS CO.
WITH REMOVABLE FLUSH FASTENING OR EQUIVALENT
WITH SAME BAR CONFIGURATION.
SCOPE NOTE
1. CARRY ALLOWANCE FOR REPAIRING (E)
CONCRETE ENCASEMENT WITH NON-SHRINK
GROUT AT (N) PENETRATIONS AND CONNECTIONS.
32 4 65
G
H
S
T
4A
S6.01
1
1
S4.00
2
S4.00
HSS7x7x5/16[-4'-8"]HSS 7x7 x 5/1 6
SL O PE D
HSS7x7x5/16 HSS7x7x5/16
(E) 16WF36(E) 12WF25
TYP. BOTH
ENDS OF HSS
5/16" FULL DEPTH STIFFENERS
ALIGNED w/ EDGES OF HSS, TYP.
WHERE HSS IS ATTACHED TO
BEAM WEB.
HSS4x4x5/16x1'-0" TYP.
AT BEAM CONNECTION
STACK GUY
WIRES BY AHU
INSTALLER
3/4" FORGED
EYE-BOLT
HSS4x4x5/16x0'-6" TYP.
AT POST CONNECTION
CAP PL. 1/2"x4 1/2"x
0'-4 1/2", TYP.
S6.01
2
NOTES:
1. HOT DIP GALVANIZE ALL STEEL AND CONNECTIONS.
2. TOS EL = 53'-8" UON.
HSS 7x7 x 5/16
SL OPE D
Architect
Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002
MEP/FP Engineer
Vanderweil
274 Summer Street
Boston, MA 02210
Tel: 617-423-7423
Structural Engineer
SGH
41 Seyong Street
Building 1, Suite 500
Waltham, MA 02453
Tel: 781-907-9000
Fax: 781-907-9009
Drawing Scale
Project Number
Date Issued
Renovation of Olin Hall for
Chemical and Biomolecular
Engineering - Phase 1
Code Consultant
Hastings Consulting Inc
142 Hanlon Road
Hollister, MA 01746
Tel: 508-397-8417
Lighting Designer
Available Light
10 Derby Square #3
Salem, MA 01970
Tel: 978-744-6800
N
Cost Consultant
Dharam Consulting
745 Atlantic Ave Fl 8
Boston, MA 02111
Tel: 617-913-4345
Abatement Specialist
Delta
860 Hooper Rd
Endwell, NY 13760
Tel: 607-231-6600
Civil Engineer
T.G. Miller, P.C.
203 N. Aurora Street
Ithaca, NY 14850
Tel: 607-272-6477
As indicated
S1.02
180665.00
11/30/18
THIRD AND FOURTH
LEVEL PART PLANS
3/16" = 1'-0"
LEVEL 3 FRAMING PART PLAN1
3/16" = 1'-0"
LEVEL 4 FRAMING PART PLAN2
3/16" = 1'-0"
DUNNAGE PLAN3 3/16" = 1'-0"
DUNNAGE PLAN - HIGH4
2
# DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
2 01/07/19 ADDENDUM 02