11_-_221547_Columbia_Gorge_Observation_Deck_Review_Set_(c).pdf

PDF 593 KB Posted Jul 31, 2023

Attached to: WA-FWS LWS NFH-MOLDED LUMBER MATERIAL
Solicitation number: 140FS123Q0140
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Dec 21, 2023

The file contains construction drawings for a Columbia Gorge Observation Deck project. The drawings depict framing and decking plans, elevations, section details, notes and specifications for constructing an observation structure using molded plastic lumber. Key project details include furnishing and installing fiberglass reinforced plastic columns, beams, joists, decking material, fasteners and hardware. Section and framing details illustrate deck, beam and column connections. Notes specify material properties and installation requirements. The related federal contract opportunity is solicitation number 140FS123Q0140 for molded lumber materials for the Little White Salmon NFH observation deck project located in Cook, Washington. The solicitation was issued by the U.S. Department of the Interior Fish and Wildlife Service.

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10_-_221547_Columbia_Gorge_Observation_Deck_Calculation_Package.pdf	PDF	Jul 31, 2023
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04_-_Project_Site_Photos(c).pdf	PDF	Jul 31, 2023
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www.coffman.com ph 509.328.2994

10 N. Post Street, Suite 500 Spokane, WA 99201

PRELIM

INARY

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FRAMING PLAN

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DECKING PLAN

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1. ALL MEMBERS SHALL BE FIBERFORCE PLASTIC LUMBER OR SIMILAR. MEMBERS SHALL AT

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3. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL PER PROVIDED DETAILS.

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4. THE HATCHERY (U.S. FISH AND WILDLIFE SERVICE) WILL SUPPLY ALL MATERIALS FOR

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CONSTRUCTION OF THE OBSERVATION STRUCTURE.

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NOTES:

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LEGEND

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5. 6"x16" BEAMS SHALL BE ATTACHED TO 10"x10" COLUMNS WITH (2) 1/2" DIA. GRADE A307 OR

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BETTER STAINLESS STEEL THREADED RODS, FIELD CUT TO THE REQUIRED LENGTH.

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SCALE : 1/4" = 1'

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SCALE : 1/4" = 1'

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16" OC AND RIM BOARD

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BRACING LOCATION

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A MINIMUM HAVE THE FOLLOWING DESIGN VALUES:

AutoCAD SHX Text FLEXURAL STRESS, Fb:-------------------- 2750 PSI

AutoCAD SHX Text SHEAR STRESS, Fv:---------------------- 800 PSI

AutoCAD SHX Text COMPRESSIVE STRESS/TO GRAIN, Fc:----------- 2842 PSI

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2. MEMBERS HAVE BEEN DESIGNED TO ACCOUNT FOR A TEMPERATURE CORRECTION FACTOR OF

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OF 0.82 AT 90 DEGREES FARENHEIGHT.

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6. COLUMN LOCATIONS ARE BASED OFF ORIGINAL DESIGN DRAWINGS. CONTRACTOR TO VERIFY ALL

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DIMENSIONS PRIOR TO THE START OF CONSTRUCTION.

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REFERENCE LEGEND:

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SECTION/DETAIL NUMBER

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SHEET WHERE TAKEN

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SHEET WHERE SHOWN

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DESIGNED

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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SHEET __ OF __

AutoCAD SHX Text P:\SPO\22JOBS\221547 COLUMBIA GORGE OBSERVATION DECK\0.0 DWGS\S\221547 - S1.DWG Proctor, Dianna 8/9/2022 2:44 PM Proctor, Dianna 8/9/2022 2:44 PMProctor, Dianna 8/9/2022 2:44 PM 8/9/2022 2:44 PM8/9/2022 2:44 PM

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LITTLE WHITE SALMON NFH

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OBSERVATION STRUCTURE

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MRB

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DFP

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1F-WA-330-330-1.0

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FRAMING

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AND DECKING PLAN

AutoCAD SHX Text www.coffman.com ph 509.328.2994

10 N. Post Street, Suite 500 Spokane, WA 99201

PRELIM

INARY

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1. ALL DIMENSIONS AND ELEVATIONS ARE BASED ON ORIGINAL DRAWINGS. CONTRACTOR IS

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SHEET NOTES:

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ELEVATION OF TOP OF COLUMN 14 = 96.76'

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(4'-9 1/2" ABOVE DECK ELEVATION)

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ELEVATION OF DECK = 92.30'

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ELEVATION OF TOP OF COLUMNS

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9, 6, 3, AND 1 = 96.00'

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(4'-9 1/2" ABOVE DECK ELEVATION)

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ELEVATION OF DECK = 91.60'

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ELEVATION = 86.60'

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ELEVATION OF DECK = 92.30'

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EXTEND ALL RAILINGS AND JOISTS

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1'-4" BEYOND THE CENTERLINE OF

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THE COLUMNS.

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ELEVATION OF TOP OF COLUMNS 2, 4,

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7, AND 10 = 96.00'

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(4'-9 1/2" ABOVE DECK ELEVATION)

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EXTEND JOISTS 1'-4" BEYOND THE

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CENTERLINE OF THE COLUMNS.

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ELEVATION OF DECK = 91.60'

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ELEVATION = 86.60'

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COLUMN 1

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COLUMN 3

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COLUMN 6

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COLUMN 9

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COLUMN 12

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COLUMN 14

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COLUMN 2

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COLUMN 4

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COLUMN 7

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COLUMN 10

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COLUMN 13

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COLUMN 15

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EXISTING

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GROUNDLINE

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EL.= 90.00'

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EL.= 90.00'

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EL.= 87.90'

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EL.= 85.50'

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EL.= 83.50'

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EL.= 80.70'

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EL.= 90.00'

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EL. 89.00'

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EL.= 86.00'

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EL.= 83.80'

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EL.= 82.20'

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EL.= 78.40'

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EXISTING

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GROUNDLINE

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ATTACH TO "INSIDE" OF COLUMNS

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REFER TO DETAIL

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WEST LINE OF COLUMNS

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CENTER LINE OF COLUMNS

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EAST LINE OF COLUMNS

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OBSERVATION DECK

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ELEVATION OF TOP OF COLUMNS

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5, 8, AND 11 = 96.00'

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(4'-9 1/2" ABOVE DECK ELEVATION)

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ELEVATION OF DECK = 91.60'

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EL.= 88.00'

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EL.= 87.30'

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EL.= 85.30'

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EXISTING

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GROUNDLINE

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COLUMN 11

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COLUMN 8

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COLUMN 5

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EL.= 86.60'

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REFER TO DETAIL

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ELEVATION = 86.50'

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AND STRUT, TYP.

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AutoCAD SHX Text RESPONSIBLE FOR VERIFYING ALL EXISTING DIMENSIONS PRIOR TO STARTING CONSTRUCTION.

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COLUMN 1

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COLUMN 2

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COLUMN 5

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2. COLUMNS SUPPORTED BY EXISTING FOUNDATIONS. SEE AS-BUILT DETAILS PROVIDED. ENSURE

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COLUMNS ARE SET FLAT AND BEAR UNIFORMLY ON FOUNDATION.

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3. BEAMS TO MATCH RAMP SLOPE SUCH THAT JOIST BEAR UNIFORMLY ON BEAMS. ADJUST

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BEAM ELEVATION OR ANGLE BEAM TOP. BEAM WEDGING IS ALLOWED.

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DESIGNED

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DRAWN

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DATE

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DRAWING NO.

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DESCRIPTION

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SHEET __ OF __

AutoCAD SHX Text P:\SPO\22JOBS\221547 COLUMBIA GORGE OBSERVATION DECK\0.0 DWGS\S\221547 - S2.DWG Proctor, Dianna 8/9/2022 2:44 PM Proctor, Dianna 8/9/2022 2:44 PMProctor, Dianna 8/9/2022 2:44 PM 8/9/2022 2:44 PM8/9/2022 2:44 PM

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LITTLE WHITE SALMON NFH

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OBSERVATION STRUCTURE

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MRB

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DFP

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1F-WA-330-330-1.0

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ELEVATIONS

AutoCAD SHX Text mathew.bueckers Snapshot project location client by date checked date sheet no.

job no.

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TYP DECK, JOIST AND BEAM CONNECTION (SECTION VIEW)

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SIMPSON H8SS W/ (5) SS SD9112 CONNECTOR SCREWS TO JOIST AND BEAM TYP

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JOIST PER PLAN TYP

2" DIA. A307 STAINLESS STEEL THREADED ROD, CENTERED ON COLUMN

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PER DETAIL 1

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JOIST PER PLAN

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COLUMN PER PLAN

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TOP OF DECK

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DECK PER PLAN

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BEAM PER PLAN

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DECK PER PLAN

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BEAM PER PLAN

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BLOCKING AT 8' O.C, TYP

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COLUMN PER PLAN

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JOIST PER PLAN 16" ON CENTERS MAX, TYP

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DECK PER PLAN

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TYP

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SHEET 4 OF 6

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PER DETAIL 2

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PER DETAIL 4

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COLUMN PER PLAN

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JOIST PER PLAN 16" ON CENTERS MAX, TYP

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TOP OF DECK

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DECK PER PLAN

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TYP

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JOIST PER PLAN

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BEAM PER PLAN

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DECKING PER PLAN

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TOP OF DECK

PER ELEVATION

mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Line mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Line mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Callout SIMPSON A34SS W/ (4) #9x1.5" SD STAINLESS STEEL SCREWS mathew.bueckers Text Box

SHEET 5 OF 6

mathew.bueckers Line mathew.bueckers Ellipse mathew.bueckers Text Box mathew.bueckers Text Box

TYP BLOCKING OR END BOARD TO JOIST CONNECTION (SECTION VIEW)

mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Callout

BLOCKING OR END BOARD PER ELEVATION

mathew.bueckers Callout

PER DETAIL 4

mathew.bueckers Callout SIMPSON A34SS W/ (4) #9x1.5" SD STAINLESS STEEL SCREWS mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Line mathew.bueckers Ellipse mathew.bueckers Line mathew.bueckers Text Box

TOP OF DECK

PER ELEVATION

mathew.bueckers Callout

JOIST PER PLAN

mathew.bueckers Callout

DECK PER PLAN

mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Text Box Note: All screws and bolt holes shall be pre-drilled and countersunk.

client by date checked date sheet no.

job no.

brian.demeza Snapshot mathew.bueckers Line mathew.bueckers Ellipse mathew.bueckers Text Box mathew.bueckers Text Box

TYP BRACE TO COLUMN CONNECTION (ELEVATION VIEW)

mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Line mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Callout

COLUMN PER PLAN

mathew.bueckers Callout

COLUMN CENTER LINE

mathew.bueckers Callout

BEAM PER PLAN

mathew.bueckers Callout

JOIST PER PLAN

mathew.bueckers Callout

DECKING PER PLAN

mathew.bueckers Callout

PER DETAIL 2

mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Callout 2x6 BRACE PER ELEVATION TYP mathew.bueckers Callout

1" DIA. STAINLESS STEEL THREADED ROD. TYP AT EACH BRACE TO COLUMN CONNECTION

mathew.bueckers Callout

CONNECT BRACE TO BACK OF COLUMN

mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Line mathew.bueckers Ellipse mathew.bueckers Callout

RIM BOARD PER PLAN

mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Line mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Ellipse mathew.bueckers Length Measurement 1 1/2" mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Line mathew.bueckers Rectangle mathew.bueckers Line mathew.bueckers Text Box Note: All screws and bolt holes shall be pre-drilled and countersunk.

mathew.bueckers Length Measurement 1 1/2" mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Ellipse mathew.bueckers Text Box

SHEET 6 OF 6

mathew.bueckers Text Box

TYP

mathew.bueckers Text Box

TYP

Line

Date#1: 08/2022

Project Title#1: LITTLE WHITE SALMON OBSERVATION

Project Client#1: US FISH AND WILDLIFE SERVICE

Project Location#1: COOK, WA

By Initials#1: MRB

Job Number#1: 221547

Checked Initials#1:

Date#1#1: 08/2022

Project Title#1#1: LITTLE WHITE SALMON OBSERVATION

Project Client#1#1: US FISH AND WILDLIFE SERVICE

Project Location#1#1: COOK, WA

By Initials#1#1: MRB

Job Number#1#1: 221547

Checked Initials#1#1:

Date#1#1#1: 08/2022

Project Title#1#1#1: LITTLE WHITE SALMON OBSERVATION

Project Client#1#1#1: US FISH AND WILDLIFE SERVICE

Project Location#1#1#1: COOK, WA

By Initials#1#1#1: MRB

Job Number#1#1#1: 221547

Checked Initials#1#1#1:

Date#3: 08/2022

Project Title#3: LITTLE WHITE SALMON OBSERVATION

Project Client#3: US FISH AND WILDLIFE SERVICE

Project Location#3: COOK, WA

By Initials#3: MRB

Job Number#3: 221547

Checked Initials#3:

File details come from the government source that posted it. Updated Jul 31, 2023.