16 X 16 PAVILLION DRAWINGS.pdf
PDF 660 KB Posted
- Attached to
- 1464-25-R-IFBD-00021
- Solicitation number
- 3160007413
- Issued by
- Mississippi
About this file
The provided document is a set of technical drawings for a 16' x 16' pavilion model, detailing structural specifications for the Mississippi Department of Wildlife, Fisheries, and Parks (MDWFP) procurement opportunity. The drawings include plan views, elevation views, and detailed footing specifications for a steel-framed pavilion with a 24-gauge Mega-Rib steel roof, featuring 12"x4" columns, ridge and fascia beams, and end frames. The technical drawings provide comprehensive construction details, including two footing options: a spread sub-surface footing and a caisson sub-surface footing, with explicit instructions for contractors regarding concrete specifications, rebar placement, and electrical conduit provisions.
The drawings emphasize critical technical requirements, such as using 2500 PSI concrete, A-36 all-thread A-bolts, and provisions for electrical infrastructure. A prominent note indicates these are illustrative drawings, and footing sizes may change based on structural engineering assessments. The specifications align with the procurement opportunity's requirements for domestic steel production, with detailed annotations about column dimensions, base plate configurations, and installation considerations. The technical precision of these drawings suggests a rigorous approach to pavilion assembly, focusing on durability, structural integrity, and compliance with potential local building codes and frost condition considerations.
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Other files
| File | Type | Posted |
|---|---|---|
| RFX 3160007413 SOLICITATION ADDENDUM 1.pdf | ||
| RFX 3160007413 PAVILLION KIT IFB.pdf | ||
| 30X40 PAVILLION DRAWINGS.docx | DOCX document |
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Text version
NOT FOR CONSTRUCTION
16'
24 GA MEGA-RIB
STEEL ROOF
24 GA "J"
CHANNEL
FASCIA
BEAM
RIDGE
BEAM
END FRAME
12"x4" COLUMN
PLAN VIEW 16' X 16' MODEL
'-8
15'-8"
24 GA MEGA-RIB
STEEL ROOF
FASCIA BEAM
12"X4" COLUMN
ELEVATION 16' X 16' MODEL
'-1 11 " 8
END ELEVATION 16' X 16' MODEL
END FRAME
CUSTOM CUT ANIMAL
FIGURE SIGN ONE END
LATTICE
12"X4" COLUMN
'-1 11 " 8
8'
'-8
'-4
15'
RIDGE LINE
CTR OF A-BOLT LAYOUT,
ELEC CONDUIT,
COLUMN & FTG
LAYOUT PLAN 16' X 16' MODEL
8" T
Y P
11"
8"
NOTE: FOR ILLUSTRATION ONLY!!
FOOTING SIZE MAY CHANGE W/
STRUCTRURAL ENGINEERING
ADJUST FTG. DEPTH FOR
LOCAL FROST CONDITIONS
(2) A-BOLTS
ELEC CONDUIT IF REQ'D
BASE PLATE
FINISH GRADE SLAB
HANDHOLE w/ COVER IF ELEC REQ.
HEX NUT BY CONTRACTOR
WASHER & BASE PLATE
OPTIONAL
ABC
2500 PSI CONCRETE
BY CONTRACTOR
(2)-5 8" X 14" A-36 ALL
THREAD A-BOLTS
EMBEDDED 12"
w/ (2) HEX NUTS
3" TYP
3' SQ
(5) #5 REBAR
EACH WAY
TOP & BTM
STUB ELEC CONDUIT
PER LOCAL CODE
SEE COL DTL PLAN
FOR LOCATION
IF REQ'D
NON-EXPANSIVE,
UNDISTURBED OR 95%
COMPACTED SUBGRADE
2-BOLT SPREAD SUB-SURFACE FOOTING DETAIL
16' X 16' MODEL
3"
2"
T
Y
1' 1"
4"
8"
NOTE: FOR ILLUSTRATION ONLY!!
FOOTING SIZE MAY CHANGE W/
STRUCTRURAL ENGINEERING
(2) A-BOLTS
ELEC CONDUIT IF REQ'D
BASE PLATE
ADJUST FTG. DEPTH FOR
LOCAL FROST CONDITIONS
FINISH GRADE SLAB
HAND HOLE w/ COVER IF ELEC REQ.
HEX NUT BY CONTRACTOR
WASHER & BASE PLATE
#3 HORIZ REBAR TIES
6" OC (3) IN TOP 5"
(2)-5 8" x 14" A-36 ALL
THREAD A-BOLTS
EMBEDDED 12"
w/ (2) HEX NUTS
STUB ELEC CONDUIT
PER LOCAL CODE
SEE COL DTL PLAN
FOR LOCATION IF REQ'D
2500 PSI CONCRETE
(6) #4 VERTICAL REBAR
3" TYP
2'-0" DIA
NON-EXPANSIVE,
UNDISTURBED OR 95%
COMPACTED SUBGRADE
2-BOLT CAISSON SUB-SURFACE FOOTING DETAIL
16' X 16' MODEL
4' -0
5"
11 2" 2"
T
Y
1' 1"
4"
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