HomeMy WebLinkAboutS102 MEZZANINE & ROOF FRAMINGE1 E2
EA
EB
EC
ED
EE
40' - 0" 170' - 0"40' - 0" 40' - 0" 40' - 0" 50' - 0"EX 32LH
EX 32LH
EX 32LH
EX 32LH
EX 32LH
EX 32LH
EX 32LH
EX 32LH
EX 32LH
EX 32LH
1' - 7 3/4" EOS
A.8
B.4
B.9
C.3
C.6
1.1 1.3
A.1
3' - 4 1/4" FV 35' - 10 3/4"9" FV13' - 9 1/2" 15' - 7 5/8" 10' - 6 7/8" FV 12' - 6 1/4" FV 14' - 4" 13' - 1 3/4" FVS11/S504
2/S504
EX STL COL, TYP
2
S501
EX CMU WALL
BELOW
EX PRECAST WALL
NEW CMU
WALL BELOW
2
S501
3
S502
2
S501
1' - 9 1/4" EOS1' - 9 1/4" EOS1' - 9 1/4" EOS
1.6
1' - 4 1/2" EOS
2' - 4 1/4" FV 10' - 1 5/8" 12' - 4 3/8" 15' - 1 3/4" FV
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W21X55
W16X26
W16X26
W21X55
W16X26 W16X26
W16X26
W16X26W21X55
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26W21X55 W24X84 W27X114 W27X129 W27X84 W21X559"6 EQ SPA 5 EQ SPA30' - 2 1/8"3 EQ SPA23' - 1 1/8" 2 EQ SPA22' - 6" 15' - 1 3/4" 7' - 11 1/4" 6" EOS2 EQ SPA2' - 7 3/4" EOS6" EOS
EX CMU WALL BELOW
EX PRECAST WALL
28k
27k 30k42k23k33k 21k 30k 42k 23k 33k 21kA
A
B
B
6
S502
W21X55
W21X55W16X26 W16X26
W21X55 W16X26W16X26
W21X55
1
S502
TYP
5
S502 TYP
TYP
SELF-SUPPORTING
STEEL PAN STAIR BY
STAIR CONTRACTOR
1
E1 E2
EA
EB
EC
ED
EE
40' - 0"170' - 0"40' - 0" 40' - 0" 40' - 0" 50' - 0"EX 30KEX 30KEX 30KEX 30KEX 30KEX 30KEX 30KEX 30KEX 40G
EX 28KEX 28KEX 28KEX 28KEX 28KEX 28KEX 28KEX 48G
EX 28KEX 28KEX 28KEX 28KEX 28KEX 28KEX 28KEX 30KEX 30KEX 30KEX 30KEX 30KEX 30KEX 30KEX 30KEX 40G
NEW RTU BY MEP
CONTRACTOR
(1,500 LBS)
EX PRECAST WALL
EX PRECAST WALL
EX STL COL, TYP
EX PRECAST WALL
500 LBS
(NOTE 3)300 LBS
(NOTE 3)
1
Project Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
05/20/2021
5/19/2021 2:11:25 PMS102
MEZZANINE AND
ROOF FRAMING
PLANS
2021.00173
05/03/2021
CONSTRUCTION DOCUMENTS
ARTISTIC COMPOSITE
PALLETS -PHASE 2
4518 WEST 99TH
STREET CARMEL, IN
46032
N
3/32" = 1'-0"S102
1 MEZZANINE FRAMING PLAN
GENERAL PLAN NOTES:
1. TOP OF SLAB (T/SLAB) ELEVATION = 114' -0" UNO.
2. TOP OF STEEL (T/STL) ELEVATION = 113' - 8" UNO.
3. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION
REQUIREMENTS FOR ADDITIONAL INFORMATION.
4. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS.
5. MECHANICAL CONTRACTOR SHALL COORDINATE LOCATION OF ALL OPENINGS IN FLOOR WITH STRUCTURAL FRAMING.
NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICTS.
3/32" = 1'-0"S102
2 EXISTING ROOF FRAMING PLAN
GENERAL PLAN NOTES:
1. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION
REQUIREMENTS FOR ADDITIONAL INFORMATION.
2. PROVIDE L4x4x1/4 RTU SUPPORT FRAMING SIM TO "TYPICAL SLAB ON METAL DECK OPENING (EXISTING
FRAMING)" DETAIL AND "TYPICAL RTU SUPPORT" DETAIL. PROVIDE JOIST REINFORCING FOR CONCENTRATED
LOADS AT THE NEW RTU PER TYPICAL DETAIL PROVIDED ON S503. COORDINATE LOAD LOCATIONS WITH
MECHANICAL UNIT SUPPLIER.
N
KEYED PLAN NOTES:
PROVIDE 1" CLEAR BETWEEN EXISTING PIPE AND BEAM FLANGE. FIELD VERIFY LOCATION OF PIPE PRIOR TO FABRICATION
OF NEW MATERIAL. PROVIDE 1/2" EXPANSION JOINT MATERIAL AROUND EXISTING PIPES SLEEVED THROUGH NEW SLAB.
PROVIDE 1/2" EXPANSION JOINT MATERIAL AROUND EXISTING COLUMN
A
B
CONTRACTOR NOTES:
1. FLOOR OPENING, ROOF OPENING, RTU SUPPORT, AND JOIST REINFORCING FOR MECHANICAL SYSTEMS AND
EQUIPMENT WILL BE ISSUED AFTER THE MEP SYSTEMS DESIGN IS COMPLETED BY THE DESIGN BUILD
CONTRACTOR FOR THOSE ITEMS.
1
REVISION SCHEDULE
NO. DESCRIPTION DATE
1 ADDENDUM 1 05/20/2021
06/08/21