20-025 XPLAN-C11_0001.pdf

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Attached to
UT-JONES HOLE NFH-CONSTRUCTION PROJECTS Federal contract opportunity
Solicitation number
140F0621R0011
Issued by
Department of the Interior Fish and Wildlife Service

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Other files attached to UT-JONES HOLE NFH-CONSTRUCTION PROJECTS, newest first.
File Type Posted
Sol_140F0621R0011_Amd_0001.pdf PDF
Revised Bid Schedule_0001.pdf PDF
03 Submittals.pdf PDF
Drawings.pdf PDF
Specifications 20-025 Jones Hole Site Improvements .pdf PDF
Wage Determination UT20210002.pdf PDF
Statement of Work (20-025) Jones Hole Reno Project (V3).pdf PDF
06 Bid Schedule.pdf PDF
Sol_140F0621R0011.pdf PDF

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STAIR CONSTRUCTION PLAN

C11

AutoCAD SHX Text SECURE 4X4 RAILING AND DECK POSTS TO FRAMING USING (2) 1/2" X 10" GALVANIZED CARRIAGE BOLTS, NUTS AND WASHERS

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TREX SELECT 2" SQUARE EDGE DECKING BOARD (SADDLE) OR APPR. EQUAL

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2X4 TOP/BOTTOM RAILS

AutoCAD SHX Text 2X2 BALUSTERS SPACED SUCH THAT THERE ARE NO OPENINGS GREATER THAT 4", TRIM BOTTOMS AT 45°

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TRIM STAIR BALUSTERS TO MATCH BOTTOM ANGLE OF STRINGER

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4X4 RAIL POST

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DOUBLE 2X8 BEAM AND FRAMING

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6X6 NOTCHED DECK POST

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MAKE 1-1/2" CHAMFER BOTTOM OF DECK POST

AutoCAD SHX Text DIA. 2X6 BRACE ATTACHED W (2) 1/2" GALVANIZED CARRIAGE BOLTS EACH SIDE (TYP OF 3)

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2X12 STAIR STRINGERS (TYP OF 4)

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COMPACTED SUBGRADE

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SIMPSON STRONG TIE (#PB66Z OR APPR. EQUAL)

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CONCRETE FOUNDATION

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SIMPSON STRONG TIE (#ABA66Z OR APPR. EQUAL)

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SIMPSON STRONG TIE BOLT (#174 OR APPR. EQUAL)

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EXITING CONCRETE

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ALLOW DECKING TO OVERHANG STRINGER 3" THIS SIDE

AutoCAD SHX Text ATTACH 6X6 DECK POSTS TO BOTH RIM JOISTS AND BRACE W (2) 10" X " GALV. CARRIAGE BOLTS, NUTS, WASHERS 12" GALV. CARRIAGE BOLTS, NUTS, WASHERS EACH (TYP ALL)

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2X8 JOIST ATTACHED WITH GALV. JOIST HANGERS (TYP)

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2X6 DIAG BRACE ATTACHED TO DECK POSTS W (2) CARRIAGE BOLTS EACH SIDE

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DOUBLE 2X8 JOIST ATTACHED WITH JOIST HANGERS

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ATTACH STRINGERS TO DOUBLE JOIST USING GALV. FRAMING ANGLES BOTH SIDES

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2X12 STRINGER (TYP OF 4)

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2X6 DIAG BRACE ATTACHED TO DECK POSTS W (2) CARRIAGE BOLTS EACH SIDE

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EXISTING BUILDING

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DOUBLE 2X8 END BEAMS BOLTED TO NOTCHED 6X6

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10"X1/2" GALV. CARRIAGE BOLT

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2X8 JOIST

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DOUBLE 2X8 BEAM

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6X6 NOTCHED POST

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1/2" GALV. NUT, BOLT, WASHER

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DOUBLE 2X8 BEAM

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6X6 NOTCHED POST

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10"X 1/2" GALV. BOLT, NUT, WASHER

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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OF

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SUB-SHEET

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JONES HOLE NFH

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SITE IMPROVEMENTS

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RB

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RB

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LH

AutoCAD SHX Text 12/09/2020

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6R-UT-601-20-025

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NOTES:

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1. ALL WOOD FRAMING TO BE PRESSURE TREATED.

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%%UNEW DECK POST FOUNDATION - REAR STAIRS

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SCALE: 1-1/2" = 1'

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%%UDECK POST FOUNDATION - OTHER STAIRS

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SCALE: 1-1/2" = 1'

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%%USTAIRS - ELEVATION

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SCALE: 1" = 1'

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%%USTAIRS - FRAMING PLAN

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SCALE: 1" = 1'

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2. DECKING, STAIR TREADS AND RAILING CAPS TO BE TREX SELECT 2" SQUARE

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EDGE DECK BOARD (SADDLE). ATTACH W *DECK PLUS #10 X 2-1/2" SCREWS

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(OR APPR. EQUAL) COLOR TO MATCH DECKING.

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3. PLANS SHOWN ARE FOR FRONT STAIRS. REAR STAIRS SHOULD BE A MIRROR

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IMAGE OF THESE PLANS.

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%%UPOST-BEAM CONNECTION DETAIL

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SCALE: 6" = 1'-0"

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SCALE

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%%UPOST-BEAM CONNECTION DETAIL

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SCALE: 6" = 1'-0"

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SCALE

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- REVISION NUMBER

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Sheets and Views
C11

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