A06_-_Drawings_-_Stamped.PDF

PDF 7 MB Posted Jul 5, 2017

Attached to: Garrison Dam Isolation Room Addition Federal contract opportunity
Solicitation number: F17PS00636
Issued by: Department of the Interior Fish and Wildlife Service Region 9 Headquarters

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File	Type	Posted
B09_52.228-1_Bid_Guarantee_Clause.pdf	PDF	Jul 7, 2017
B09_SF24-16_Bid_Guarantee_Form.pdf	PDF	Jul 7, 2017
Sol_F17PS00636_Amd_000001.pdf	PDF	Jul 7, 2017
A06_-_Specifications.PDF	PDF	Jul 5, 2017
Sol_F17PS00636.pdf	PDF	Jul 5, 2017
Past_Performance_Questionnaire.doc	DOC document	Jul 5, 2017
Notice_to_Offerors.pdf	PDF	Jul 5, 2017
Wage_Determination_ND170031_McLean_County_Building.pdf	PDF	Jul 5, 2017

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18.0

SUB-SHEET

SHEET

DRAWING NO.DATECHECKEDDRAWNDESIGNED

17.0

Garrison Dam National Fish Hatchery

MCB TRS DMJ 03/03/17

Isolation Room Expansion and Visitor Center Expansion Bid Option

Structural Requirements

6F-ND-566-16-17.0

17 23

17.0

1 FOUNDATION PLAN

NORTH REF.

1685001000 0

Scale in FeetScale in mm

17.0

2 ROOF FRAMING PLAN

NORTH REF.

1685001000 0

Scale in FeetScale in mm

17.0

G I S

E S

I O

I N

E E

DANE M.

JORGENSEN

PE-10427

DATE 03-03-17

AutoCAD SHX Text A

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AutoCAD SHX Text 6 " CONCRETE SLAB ON 12" CONCRETE SLAB ON VAPOR BARRIER. REINF W/ #4 @ 12" EA WAY. SLOPE ALL SLABS TO DRAIN.

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4" CONCRETE SLAB ON VAPOR BARRIER. REINF W/ 6X6-W2.9XW2.9 WWF

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TOW ELEV=100'-4"

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BOF ELEV=94'-4"

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TOW ELEV=100'-0"

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BOF ELEV=94'-4"

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EXISTING HACHERY

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EXISTING HACHERY

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PRE-ENGINEERED WOOD TRUSSES @ 2'-0" SPACING INCLUDE UNBALANCED LOAD #1 IN DESIGN

AutoCAD SHX Text PRE-ENGINEERED WOOD TRUSSES @ 2'-0" REMOVE EXIST ROOFING TO PLYWOOD SHEATHING & FASTEN TO EXISTING ROOF FRAMING W/ SIMPSON VTCR CLIP AT EA MEMBER (24" OC)

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PRE-ENGINEERED GABLE END TRUSS

AutoCAD SHX Text DESIGN CRITERIA: - IBC 2012 AND NORTH DAKOTA STATE AMENDMENTS. - INTERIOR FROST DEPTH: 60 in. (ASSUMED) - EXTERIOR FROST DEPTH: 84 in. (ASSUMED) - GROUND SNOW LOAD: 35 psf - ROOF SNOW LOAD: 27 psf - ROOF DEAD LOAD: 20 psf TOATL (TOP 15 psf, BOTTOM 5 psf) - ULTIMATE DESIGN WIND SPEED: 115 mph - SEISMIC DESIGN CATEGORY: A - ALLOWABLE BEARING PRESSURE: 1500 PSF (ASSUMED) - NAILING PER IBC TABLE 2307.9.1

AutoCAD SHX Text MATERIALS: WOOD: PLATES HF OR DF PLATE PLATES HF OR DF PLATE HF OR DF PLATE STUDS HF OR DF NO. 2 OR BETTER HF OR DF NO. 2 OR BETTER HEADERS HF OR DF NO. 1 OR BETTER HF OR DF NO. 1 OR BETTER CONCRETE: SEE SPECIFICATION REBAR: fy = 60 ksi fy = 60 ksi LAP LENGTHS: #4 2'-5" #4 2'-5" 2'-5" #5 3'-0"3'-0"

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INDICATES SIMPSON STHD10 HOLDOWN AND DBL STUD.

AutoCAD SHX Text A

AutoCAD SHX Text SHEATH ROOFS W/ " OSB SHEATHING 1532" OSB SHEATHING W/ 24/16 SPAN RATING. FASTEN W/ 8d NAILS @ 6" SPA (BOUNDARY & FIELD) PROVIDE SIMPSON PANEL SHEATHING CLIPS PSCL 15/32 BETWEEN EA TRUSS.

AutoCAD SHX Text A

AutoCAD SHX Text H2

AutoCAD SHX Text H1

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INDICATES HEADER TYPE, SEE SCHEDULE ON SHEET 18.

AutoCAD SHX Text PRE-ENGINEERED WOOD TRUSSES @ 2'-0" SPACING SEE ARCH FOR SCISSOR TRUSS PROFILE. INCLUDE UNBALANCED LOAD #2 IN DESIGN

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PRE-ENGINEERED GABLE END TRUSS

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TOW ELEV=100'-0" AT DOOR

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INDICATES SLAB CONTROL JOINT, SEE DETAIL

AutoCAD SHX Text A

AutoCAD SHX Text INDICATES HELICAL PIER & DIRECT JACK UNDER PINNING BRACKET. SS5 SHAFT W/ ESTIMATED LENGTH OF 22 FT. DESIGN LOAD IS 25 KIP SERVICE. JACK AS NECESSARY TO PLUMB EXIST STRUCTURE. NO GEOTECHNICAL INFORMATION AVAILABLE.

AutoCAD SHX Text SHEAR WALL PIER, FASTEN WALL SHEATHING W/ 8d NAILS @ 4" AT ALL FRAMING ON THIS WALL PIER. SOLID BLOCK & NAIL ALL PANEL EDGES. PROVIDE HOLDOWNS AT EA JAMB AS INDICATED

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BID OPTION

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BID OPTION

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MATCH EXIST ROOF OVERHANG

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PLAN NOTATION

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RIDGE

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RIDGE

AutoCAD SHX Text 22 psf

AutoCAD SHX Text 27 psf

AutoCAD SHX Text 8 psf

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SIM

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UNBALANCED SNOW LOAD #2

AutoCAD SHX Text 35 psf

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UNBALANCED SNOW LOAD #1

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TYP

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AutoCAD SHX Text A

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TYP

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AutoCAD SHX Text SHEAR WALL PANELS, FASTEN WALL SHEATHING W/ 8d NAILS @ 4" AT ALL FRAMING ON THESE WALL PIERS. SOLID BLOCK & NAIL ALL PANEL EDGES. PROVIDE HOLDOWNS AT EA JAMB AS INDICATED. PROVIDE CONTINUOUS SIMPSON CMST12 STRAP AND SOLID BLOCKING ENTIRE LENGTH OF BUILDING WALL, BOTH SIDES, AT TOP AND BOTTOM OF WINDOW.

AutoCAD SHX Text A

SUB-SHEET

SHEET

DRAWING NO.DATECHECKEDDRAWNDESIGNED

18.0

Garrison Dam National Fish Hatchery

MCB TRS DMJ 03/03/17

Isolation Room Expansion and Visitor Center Expansion Bid Option

Structural Requirements

6F-ND-566-16-18.0

18 23

18.0

2 SLAB JOINT DETAILS

17.018.0

1 STEP FOOTING AT CONN TO EXIST

17.0 18.0

3 TYPICAL SLAB ON GRADE SUB-BASE DETAIL

17.0 18.0

4 TRENCH DRAIN

17.0

18.0

6 EXT STUD WALL/PRE-ENGINEERED TRUSS

17.018.0

EXTERIOR FDN

WALL/WOOD STUD/SLAB-ON-GRADE W/ VENEER

17.0 18.0

7 OUTRIGGERS AT GABLE END TRUSS

17.0 18.0

8 HELICAL PIER

17.0

G I S

E S

I O

I N

E E

DANE M.

JORGENSEN

PE-10427

DATE 03-03-17

AutoCAD SHX Text

SLAB ON GRADE, SEE PLAN

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GRANULAR BASE, GRADED FOR COMPACTION, SEE SPEC'S

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6" SAND CUSHION

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SEE PLAN TO SLAB

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BOND BREAKER, SEAL VAPOR BARRIER TO WALL

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2X6 STUDS AT 24", MATCH TRUSS LOCS

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#5 @ 12" ALTERNATE HOOK DIRECTIONS

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1'-0" THICK COMPACTED STRUCTURAL FILL

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SEE PLAN TO SLAB

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SEE ARCH

AutoCAD SHX Text 58" X 8" EMBED HOOKEDANC'S AT PLATE @ 48" PLATE @ 48" (DECREASE SPACING TO 16" AT SHEAR WALL PIERS)

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4- #5 HORZ

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SLAB ON GRADE, SEE PLAN

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3- #5 CONT, HORZ

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PT PLATE

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SEE DETAIL 3 ON THIS SHEET

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14" PL DOWEL ASSEMBLY @ 24" MID-DEPTH SLAB

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CONC SLAB, SEE PLAN

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CONSTRUCTION JOINT (PROVIDE AS REQ'D IN LIEU OF CONTRACTION JOINT SHOWN)

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EARLY SAWCUT "X1 "18"X1 "14"

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CONC SLAB, SEE PLAN

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CONTRACTION/CONTROL JOINT

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CUT EVERY OTHER BAR AT JOINT

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CLR

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SEE TYPICAL SLAB ON GRADE SUB-BASE DETAIL

AutoCAD SHX Text ROUTE " DEEP & SEAL 12" DEEP & SEAL AFTER 28 DAYS - ANTICIPATE GRINDING TO FLUSH FINISH

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CUT ALL REBAR AT JOINT

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2- #4 EA SIDE

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JOINT

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JOINT

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SEE TYPICAL SLAB ON GRADE SUB-BASE DETAIL

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SEE ARCH

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FASCIA BOARD

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SHEATHING

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SOLID 2X BLOCKING

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FASTENING PER SHEATHING CALLOUT

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ROOF SHEATHING, SEE PLAN

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SIMPSON H1 AT EA TRUSS

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PRE-ENGINEERED TRUSSES @ 2'-0" (SCISSOR TRUSS AT SIM)

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DBL TOP PLATE, SPLICE PER IBC

AutoCAD SHX Text 0.131" @ 8"

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VAPOR BARRIER. SEAL TO WALLS

AutoCAD SHX Text 1532" SHEATHING FASTEN W/ 8d @ 6", UNO

AutoCAD SHX Text GALVANIZED L1 1/4X1 1/4X 14W/ "ØX4" HAS @ 16" 38"ØX4" HAS @ 16" L TO BE CONTINUOUS AROUND PERIMETER W/ MITERED CORNERS

AutoCAD SHX Text #4X @ 12" @ 12"

AutoCAD SHX Text 3"

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AutoCAD SHX Text COMPACTED STRUCTURAL FILL 1'-0" THICK AT VISITOR CENTER. 1'-0" THICK AT ISOLATION ROOM

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SEE ARCH FOR UNDER SLAB INSULATION

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EXTERIOR SHEAR WALL, SEE PLAN

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2X STUD WALL, SEE PLAN

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PRE-ENGINEERED WOOD TRUSSES

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2X OUTRIGGER, SEE PLAN

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SIMPSON LU24 TOP & BOT

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ROOF DECK, SEE PLAN

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SIMPSON H2.5 TIE AT EACH OUTRIGGER

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2X BLOCKING BTWN OUTRIGGERS

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GABLE-END TRUSS

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A35 FRAMING ANGLE @ 24"

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2X4 CEILING JOIST @ 24"

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GYP CEILLING

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SEE PLAN

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SEE ARCH FOR SOFFIT ELEV

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2X STUDS

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DBL TOP PLATE, SPLICE PER IBC

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HELICAL SHAFT

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DIRECT JACK BRACKET (LEVEL FDN AS REQD)

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BACKFILL EXCAVATION W/ LEAN CONCRETE FILL

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CHIP CONCRETE TO FACE OF EXISTING FDN WALL

AutoCAD SHX Text 4"

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14" GAP

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14" GAP

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VARIES

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SLOPE TO DRAIN

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SLOPE TO DRAIN

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GALVANIZED GRATING 11W2-43, P W/ 1"X " 316" BEARING BARS

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VAPOR BARRIER

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EXIST FDN & SLAB

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ADD #5 VERT EA SIDE OF STEP

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SEE PLAN FOR FOUNDATION WALL & FOOTING DIMENSIONS

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TYP

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MATCH SIZE & SPA OF HORZ REINF

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#4 LONG AT LOCATIONS INDICATED

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SEE ARCH

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2X4 @ 24" INFILL

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SEE ARCH

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LOOSE ANGLE LINTEL SCHEDULE

AutoCAD SHX Text NOTES: 1) PROVIDE LOOSE LINTELS AT ALL OPENINGS IN MASONRY LINTELS AT ALL OPENINGS IN MASONRY VENEER. USE ONE LINTEL , AS SCHEDULED, FOR EACH , AS SCHEDULED, FOR EACH 4" OF VENEER WIDTH. PROVIDE GALVANIZED FINISH ON EXTERIOR LINTEL 'S. PAINT AS REQ'D BY ARCH.'S. PAINT AS REQ'D BY ARCH.

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SEE SCHEDULE

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MASONRY VENEER, SEE ARCH

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PLACE ROW OF VENEER ANCHORS DIRECTLY ABOVE

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4X3 X (LLV) 12X (LLV) 516 (LLV)

AutoCAD SHX Text 6"

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MIN BRG EA END

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SHAPE

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 10'-0"

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MAX CLEAR SPAN

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6X3 X (LLV) 12X (LLV) 516 (LLV)

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6X3 X (LLV) 12X (LLV) 38 (LLV)

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HEADER SCHEDULE

AutoCAD SHX Text 2- 2X6

AutoCAD SHX Text 2- 2X8

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# OF BEARING STUDS

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HEADER

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MARK

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# OF CONTINUOUS STUDS REQ'D. (SILL PLATE TO DBL TOP PLATE)

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2- EXT WALLS

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3- EXT WALLS

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3- EXT WALLS

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HEADER

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FASTEN EA STUD TO ADJACENT W/2- ROWS 0.131" @ 1'-4"

AutoCAD SHX Text NOTES: 1) SEE STRUCTURAL PLAN NOTATION & PLAN LEVEL WHERE STUDS BEGIN FOR NUMBER OF STUDS REQUIRED WHICH VARY FROM SCHEDULE, ABOVE.

AutoCAD SHX Text H1

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AutoCAD SHX Text 3- 0.162"

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CONT STUDS

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BEARING STUDS

File details come from the government source that posted it. Updated Nov 14, 2017.