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
17.0
2 ROOF FRAMING PLAN
NORTH REF.
1685001000 0
Scale in FeetScale in mm
17.0
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DANE M.
JORGENSEN
PE-10427
DATE 03-03-17
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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
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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 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
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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
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MATERIALS: WOOD: PLATESHF OR DF PLATE PLATESHF OR DF PLATE HF OR DF PLATE STUDSHF OR DF NO. 2 OR BETTER HF OR DF NO. 2 OR BETTER HEADERSHF 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:#42'-5" #42'-5" 2'-5" #5 3'-0"3'-0"
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INDICATES SIMPSON STHD10 HOLDOWN AND DBL STUD.
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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.
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H1
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H2
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INDICATES HEADER TYPE, SEE SCHEDULE ON SHEET 18.
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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
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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.
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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
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22 psf
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27 psf
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8 psf
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SIM
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UNBALANCED SNOW LOAD #2
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35 psf
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UNBALANCED SNOW LOAD #1
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TYP
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H1
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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.
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SUB-SHEET
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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
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
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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
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0.131" @ 8"
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VAPOR BARRIER. SEAL TO WALLS
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1532" SHEATHING FASTEN W/ 8d @ 6", UNO
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GALVANIZED L1 1/4X1 1/4X 14W/ "ØX4" HAS @ 16" 38"ØX4" HAS @ 16" L TO BE CONTINUOUS AROUND PERIMETER W/ MITERED CORNERS
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#4X @ 12" @ 12"
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3"
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3"
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3"
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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
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4"
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4"
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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
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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)
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6"
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6"
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6"
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MIN BRG EA END
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SHAPE
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6'-0"
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8'-0"
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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
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2- 2X6
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2- 2X8
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2- 2X10
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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"
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NOTES: 1) SEE STRUCTURAL PLAN NOTATION & PLAN LEVEL WHERE STUDS BEGIN FOR NUMBER OF STUDS REQUIRED WHICH VARY FROM SCHEDULE, ABOVE.
