S101.pdf
PDF 165 KB Posted
- Attached to
- Boiler #3 Replacement
- Solicitation number
- 14-223-SOL-00059
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S101
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment_1.pdf | ||
| M201.pdf | ||
| M301.pdf | ||
| M102.pdf | ||
| E201.pdf | ||
| E202.pdf | ||
| Solicitation_14-223-SOL-00059.pdf | ||
| M204.pdf | ||
| Attachment_J-3_General_Decision_Number_AR140125.pdf | ||
| M100.pdf | ||
| M101.pdf | ||
| M104.pdf | ||
| M702.pdf | ||
| G100.pdf | ||
| M307.pdf | ||
| M203.pdf | ||
| E102.pdf | ||
| Attachment_J-2_Drawings.pdf | ||
| M202.pdf | ||
| M302.pdf | ||
| M304.pdf | ||
| Attachment_J-4_FDA_Form_3391.pdf | ||
| M401.pdf | ||
| M701.pdf | ||
| E301.pdf | ||
| M403.pdf | ||
| M402.pdf | ||
| M103.pdf | ||
| Attachment_J-1_Specifications.pdf | ||
| E101.pdf | ||
| M305.pdf | ||
| M601.pdf | ||
| E401.pdf | ||
| M303.pdf | ||
| M200.pdf | ||
| M306.pdf | ||
| M501.pdf | ||
| S102.pdf |
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Text version
OOOOOOOO TME, INC.
ER
ENNA
CCCC
RK
A
S -A S GE N I
No. 178
NNNN
TTTT
TTTTRRRRAAAAAAAA TTTT
RRRRPPPP
OOOORRRR
EEEEE IIIIRRRR SSSSGGGGEEE
IIII
5 11.422.433.44
HH
AA
EE
DD
BB
NEW BOILER 3 INSTALLATION EXISTING BOILER 2
WALKWAY PLATFORM
STEEL GRATING
(HATCHED AREA)
S101
S101
S101
GG
C C
S102
GRID G
S102
GRID H
EXISTING BOILER 1
S101
FIELD VERIFY
TOP OF GRATING
3' -6
1 1/2" DIA STD PIPE
HANDRAIL POST @
4'-0" O.C. (MAX) (TYP)
EXISTING BEAM
EXISTING GRATING
E Q
E Q
CONT PL1/4" x 0'-4"
(FIELD VERIFY TO
MATCH EXISTING)
CL BM
PL3/8x4 x 0'-4"
AT EA HAND RAIL
POST
3/16
TYP
3/16
TYP
1 1/2" DIA STD PIPE
HANDRAIL (TYP)
ASTM A53 GRADE B (Fy=35ksi)
FIELD VERIFY
TOP OF GRATING
E Q
E Q
3' -6
EXISTING BEAM
EXISTING GRATING
CONT PL1/4" x 0'-4"
(FIELD VERIFY TO
MATCH EXISTING)
CL BM
1 1/2" DIA STD PIPE
HANDRAIL POST @
4'-0" O.C. (MAX) (TYP)
1 1/2" DIA STD PIPE
HANDRAIL (TYP)
3/16 2
NOTE:
AT SIM CONC SLAB OCCURS, FIELD VERIFY
DISTANCE FROM CL OF EXISTING BEAM TO
EDGE OF SLAB FOR PLATE SIZE TO HANDRAIL.
FIELD VERIFY
TOP OF GRATING
3' -6
3/16 2
E Q
E Q
EXISTING CHANNEL
EXISTING GRATING
3/16
TYP
CONT PL1/4" x 0'-4"
(FIELD VERIFY TO
MATCH EXISTING)
1 1/2" DIA STD PIPE
HANDRAIL POST @
4'-0" O.C. (MAX) (TYP)
1 1/2" DIA STD PIPE
HANDRAIL (TYP)
E
D
3.4
W12x26
W12x26
W x2
W x2
NOTES:
1. CONTRACTOR TO COORDINATE LOCATION
AND TOP OF STEEL ELEVATIONS w/ MECH
SUPPLIER
2. STEEL SUPPORT DESIGNED FOR 5000#.
CONTACT STRUCTURAL ENGINEER OF
RECORD IF WEIGHT INCREASES FOR
POSSIBLE REDESIGN.
16'-8" (FIELD VERIFY)
8' -7
(F
IE
LD
V E
R
IF
Y
FIELD VERIFY
TOP OF CONC
1 1/2" DIA STD PIPE
HANDRAIL POST @
4'-0" O.C. (MAX) (TYP)
CONT PL1/4" x 0'-4"
(FIELD VERIFY TO
MATCH EXISTING)
PL3/8x4 x 0'-4"
AT EA HAND RAIL
POST
3/16
TYP
1 1/2" DIA STD PIPE
HANDRAIL (TYP)
ASTM A53 GRADE B (Fy=35ksi)
VARIES, FIELD VERIFY
3' -6
E Q
E Q
6"
FIELD VERIFY
CONC SLAB
FIELD VERIFY
EXISTING BEAM
FIELD VERIFY
PL1/2x4 x 0'-7" w/ 2- 5/8"Ø x 0'-6"
HILTI HIT-HY150
MAX ADHESIVE
ANCHORS
(5" EMBED)
1/
2" 4"
1/
2"
2" 2"
ISSUE DATE:
SHEET NUMBER:
PROJECT NUMBER:
5800 EVERGREEN DRIVE
LITTLE ROCK,
ARKANSAS
72205-1757
Phone: (501) 666-6776 Fax: (501) 663-8888 tme@tmecorp.com
SHEET TITLE:
ENGINEER SEAL
CORPORATE SEAL
MARK DATE DESCRIPTION
S101
SECOND FLOOR PLAN
03-24-14
01-13-0018
B ui ld in g
B oi le r #3
R ep la ce m en t Je ffe rs on L ab or at or ie s
F oo d an d D ru g
A dm in is tr at io n
N C
T R
R d
Je ffe rs on
, A R
CONSTRUCTION
DOCUMENT
1/4" = 1'-0"
01 SECOND FLOOR
NOTES FOR BOILER INSTALLATION:
1. FIELD VERIFY ALL DIMENSIONS
2. ONCE EXISTING BOILERS HAVE BEEN REMOVED,
CLEAN AND PAINT (TO MATCH EXISTING PAINT)
ALL STEEL THAT WAS ATTACHED TO THE BOILER.
3. AT FAN PLATFORM WHERE EXISTING OPNGS
SHOWN ON MECH DRAWINGS ARE TO BE COVERED
w/ STL GRATING 1 1/2"x13/16" BRNG BARS @ 1 3/16" O.C. w/ CROSS BARS @ 4" O.C. CONT ANGLE (L3x3x3/8) SHALL FRAME AROUND OPNG AND ATTACH TO EXISTING CONC SLAB w/ HILTI 1/2" DIA KWIK
BOLT II EXPANSION ANCHOR @ 24" O.C.
(3 1/2" EMBEDMENT)
4. FOR BOILER 3 INSTALLATION, PROVIDE
CONCRETE RAMP AT NEW DOOR OPENINGS.
REINF RAMP w/ 6x6-W2.9xW2.9 WWF.
1" = 1'-0"
02 HANDRAIL DETAIL AT EXISTING BEAM
1" = 1'-0"
03 HANDRAIL DETAIL AT EXISTING BEAM
1" = 1'-0"
04 HANDRAIL DETAIL AT EXISTING CHANNEL
1/4" = 1'-0"
06 ECONOMIZER STEEL SUPPORT
1" = 1'-0"
05 HANDRAIL DETAIL AT EXISTING BEAM
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