- PATCH CONCRETE SLAB ON GRADE AS REQUIRED- REPAIR ANY DAMAGE TO ADJACENT SURFACES
1.4 EXTERIOR PAINTING SCHEDULEA. Existing and New Steel and Iron Substrates:1. High Build Coatingsa. Primer for Epoxy, Exterior, High Build: As recommended in writing bytopcoatmanufacturer.1) Sherwin Williams: Zinc-clad II Plus, zinc rich three component primer.b. Intermediate Coat for Epoxy, Exterior, High Build:1) Sherwin Williams: Macropoxy 646-100 Fast Cure Epoxy.c. Latex, Exterior Acrylic Polyurethane High Build Topcoat:1) Sherwin Williams: Acrolon 218 HS Acrylic Polyurethane, (Gloss Level5).
PAINT SPECIFICATION1.1 PREPARATIONA. Comply with manufacturer's written instructions and recommendations in "MPI Architectural PaintingSpecification Manual" applicable to substrates and paint systems indicated.
1.2 APPLICATIONA. Apply paints according to manufacturer's written instructions and recommendations in "MPI Manual."B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, rollertracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.
1.3 CLEANING AND PROTECTIONA. Protect work of other trades against damage from paint application. Correct damage to work of othertrades by cleaning, repairing, replacing, and refinishing and leave in an undamaged condition.B. At completion of construction activities of other trades, touch up and restore damaged or defacedpainted surfaces.
© Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.
www.dci-engineers.comCIVIL / STRUCTURAL
®1289 Stoneridge DriveBozeman, Montana 59718P: (406) 556-8600
04.2018
PPA#17-0144
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY :
SHEET
JUL
IA M
AR
TIN
WE
ST
EX
TE
RIO
R S
TA
IR I
MP
RO
VE
ME
NT
CA
MP
US
PL
AN
NIN
G,
DE
SIG
N &
CO
NST
RU
CT
ION
MO
NT
AN
A S
TA
TE
UN
IVE
RSI
TY
BO
ZE
MA
N, M
ON
TA
NA
PH
ON
E:
406.
994.
5413
FA
X:
406.
994.
5665
DATE
04-18-18
SHEET TITLE
MH
MONTANA
STATE
UNIVERSITY
CAD
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
GENERAL
NOTES
S0.1
S
3
T/FTG = X'-X"
3
DRAWING LEGEND
INDICATES WOOD OR STEEL STUD
SHEAR WALL
POST-TENSION DEAD END (PLAN)
POST-TENSION STRESSING END (PLAN)
POST-TENSION PROFILE (PLAN)
(IN INCHES)
DETAILS OR SECTION CUT IN PLAN
VIEW (DETAIL NUMBER/SHEET NUMBER)
TILT-UP/PRECAST CONCRETE WALL
CONNECTION SYMBOL (REFER TO
CONNECTION DETAIL)
INDICATES CONCRETE COLUMN
SYMBOL (REFER TO DIAPHRAGM
INDICATES BEARING WALL BELOW
INDICATES CONCRETE/TILT-UP
CONCRETE WALL
INDICATES MASONRY/CMU WALL
INDICATES WOOD OR STEEL STUD
WALL
INDICATES STEP IN FOOTING
(REFER TO TYPICAL STEP IN
FOOTING DETAIL)
FOOTING SYMBOL (REFER TO SPREAD
FOOTING SCHEDULE)
SHEAR WALL SYMBOL (REFER TO
SHEAR WALL SCHEDULE)
REVISION TRIANGLE
TILT-UP/PRECAST CONCRETE WALL
PANEL NUMBER (REFER TO TILT-UP/
PRECAST CONCRETE WALL ELEVATIONS)
CMU WALL REINFORCING SYMBOL
(REFER TO CMU WALL REINFORCING
SCHEDULE)
ROOF/FLOOR DIAPHRAGM NAILING
ELEVATION SYMBOL (T/ REFERS
TO COMPONENT THAT THE
ELEVATION REFERENCES)
STUD BUBBLE (INDICATES NUMBER
OF STUDS REQUIRED IF EXCEEDS
NUMBER SPECIFIED IN PLAN NOTE)
DETAILS OR SECTION CUT
(DETAIL NUMBER/SHEET NUMBER)
INDICATES LOCATION OF CONCRETE
WALLS, SHEAR WALLS OR BRACED
FRAME ELEVATIONS
SPAN INDICATOR (INDICATES EXTENTS
OF FRAMING MEMBERS OR OTHER
STRUCTURAL COMPONENTS)
INDICATES WIDE FLANGE COLUMN
INDICATES BUNDLED STUDS
CONTINUITY PLATE LENGTH
(REFER TO TYPICAL DETAIL)
MARK
NAILING SCHEDULE)
MARKDESCRIPTION DESCRIPTION
INDICATES DIRECTION OF DECK SPAN
INDICATES MOMENT FRAME
CONNECTION
INTERMEDIATE STRESSING (PLAN)
INDICATES NUMBER OF STUD RAIL
REQUIRED AT COLUMN (REFER TO
STUD RAIL DETAILS)
STEEL/CONCRETE COLUMN
SYMBOL (REFER TO STEEL
COLUMN SCHEDULE)
INDICATES EXISTING WALL
INDICATES DRAG CONNECTION
INDICATES HOLLOW STRUCTURAL
SECTION (HSS) COLUMN OR
TUBE STEEL (TS) COLUMN
INDICATES HOLLOW STRUCTURAL
SECTION (HSS) COLUMN OR
STEEL PIPE COLUMN
INDICATES DOUBLE SHEAR
CONNECTION (REFER TO THE DOUBLE
SHEAR PLATE CONNECTIONS DETAIL)
PILE CAP SYMBOL (REFER TO
PILE CAP SCHEDULE)
INDICATES PRECAST
CONCRETE COLUMN
F2.0
INDICATES WOOD POST
1P
1
INDICATES CANTILEVER
CONNECTION
00
S0.0
1
1
8"
DS
SR__
1
1
C1
XX"xXX"
X
SX.X
XX/SXX.XX
INDICATES REINFORCING TYPE
(REFER TO THE REINFORCING
SCHEDULE)
2W4
00TB
ABBREVIATIONS
THRU Through
W Wide
THKND Thickened
TYP Typical
T&G Tongue & Groove
UBC Uniform Building
Code
TRANSV Transverse
W/O Without
W/ With
WWF Welded Wire Fabric
WP Working Point
WHS Welded Headed Stud
± Plus or Minus
UNO Unless Noted
Otherwise
VERT Vertical
TDS Tie Down System
TCX Top Chord Extension
GEOTECH Geotechnical
L Angle
BMU Brick Masonry Unit
TC AX LD Top Chord Axial Load
DB Drop Beam
C'SINK Countersink
EXP JT Expansion Joint
FDN Foundation
FD Floor Drain
EXT Exterior
(E) Existing
EXP Expansion
EW Each Way
EQUIP Equipment
EQ Equal
FIN Finish
ELEV Elevator
ELEC Electrical
EL Elevation
EF Each Face
EA Each
DWG Drawing
DP Depth/Deep
DO Ditto
DN Down
DL Dead Load
DIAG Diagonal
DF Douglas Fir
DEV Development
DBL Double
DIA Diameter
NIC Not In Contract
OPP Opposite
OPNG Opening
OF Outside Face
OD Outside Diameter
OC On Center
NTS Not To Scale
OWSJ Open Web Steel Joist
OWWJ Open Web Wood Joist
PL Plate
LONGIT Longitudinal
LLV Long Leg Vertical
LLH Long Leg Horizontal
LL Live Load
LF Lineal Foot
LSL Laminated Strand Lumber
LVL Laminated Veneer Lumber
MAS Masonry
MISC Miscellaneous
MIN Minimum
MFR Manufacturer
MEZZ Mezzanine
MECH Mechanical
MAX Maximum
CMU Concrete Masonry
Unit
CJ Construction or
Control JointCJP Complete Joint
Penetration
CONT Continuous
CONST Construction
CONN Connection
CONC Concrete
COL Column
CLR Clear
CL Centerline
CIP Cast in Place
C Camber
B or BOT Bottom
BLKG Blocking
BLDG Building
BRG Bearing
B/ Bottom Of
ARCH Architectural
ALT Alternate
ADDL Additional
AB Anchor Bolt
k Kips
INT Interior
IF Inside Face
IE Invert Elevation
ID Inside Diameter
HORIZ Horizontal
HD Hold-down
HGR Hanger
HF Hem-Fir
HDR Header
GWB Gypsum Wall Board
HP High Point
GL Glue Laminated Timber
GALV Galvanized
GA Gage
FTG Footing
F/ Face of
SPEC Specification
STRUCT Structural
STIFF Stiffener
STD Standard
SST Stainless Steel
SF Square Foot
SYM Symmetrical
T&B Top & Bottom
SWWJ Solid Web Wood
Joist
T/ Top Of
SQ Square
STL Steel
PSI Pounds Per Square
InchPSL Parallel Strand
Lumber
SCHED Schedule
RET Retaining
REQD Required
REINF Reinforcing
RD Roof Drain
PT Pressure Treated
P-T Post-Tensioned
SHTHG Sheathing
SIM Similar
REF Refer/Reference
R Radius
PSF Pounds per Square
Foot
PLWD Plywood
PP Partial Penetration
HSS = TS (Hollow Structural Section)
FLR Floor
PAF Powder Actuated Fastener
BP Baseplate
DBA Deformed Bar Anchor
DIST Distributed
EMBED Embedment
FRP Fiberglass Reinforced Plastic
KSF Kips Per Square Foot
LP Low Point
PERP Perpendicular
SOG Slab on Grade
SR Studrail
CTRD Centered
IBC International Building
Code
CB Castellated Beam
URM Unreinforced
Masonry Unit
PC Precast
SMF Special Moment
Frame
STAGG Stagger/Staggered
PREFAB Prefabricated
T Top
BTWN Between
THRD Threaded
SCBF Special Concentric
Braced Frame
BRBF Buckling Restrained
Braced Frame
OCBF Ordinary Concentric Braced
Frame
DEMO Demolish
CLG Ceiling
ADH Adhesive
CLT Cross-Laminated
Timber
NLT Nail-Laminated
Timber
FRT Fire Retardant Treated
SP Southern Pine
SFRS Seismic Force-
Resisting System
© Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.
www.dci-engineers.comCIVIL / STRUCTURAL
®1289 Stoneridge DriveBozeman, Montana 59718P: (406) 556-8600
04.2018
PPA#17-0144
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY :
SHEET
JUL
IA M
AR
TIN
WE
ST
EX
TE
RIO
R S
TA
IR I
MP
RO
VE
ME
NT
CA
MP
US
PL
AN
NIN
G,
DE
SIG
N &
CO
NST
RU
CT
ION
MO
NT
AN
A S
TA
TE
UN
IVE
RSI
TY
BO
ZE
MA
N, M
ON
TA
NA
PH
ON
E:
406.
994.
5413
FA
X:
406.
994.
5665
DATE
04-18-18
SHEET TITLE
MH
MONTANA
STATE
UNIVERSITY
CAD
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
GENERAL
NOTES
S0.2
01301-STRUCTURAL SHEET LISTSHEET NUMBER SHEET TITLE
S0.1 GENERAL NOTES
S0.2 GENERAL NOTES
S1.1 FOUNDATION & FRAMING PLANS
S2.1 DETAILS
Sheet Total: 4
A
1
B C D
2
17'-4"
4'-1" 6'-0" 7'-3"
7'-10"
2 1/2"
2 1
/2"
6"
2 1
/2"
1"
1"
2 1/2"
1" 4 1
/2"
4 1
/2"
6" 1'-6" 1'-6"
(N) HSS3x3x1/4
T/FTG = 100'-0"
TYP @ (N) HSS
COLUMNS
(N) HSS3x3x1/4
(N) HSS3x3x1/4
(E) CONC FOUNDATION WALL (V), TO
REMAIN (E) DOOR (V)
T/FTG = 96'-0"
(ASSUMED)
(E) HSS COL, PIER,
& FTG TO REMAIN
(N) PRECAST
STAIR TREADS
(N) C15x33.9
(E) CONT FTG
TO REMAIN
(E) FND WALL
TO REMAIN
(E) HSS COL
TO REMAIN,
TYP 3 PLACES
T/FTG = 96'-0"
(ASSUMED)
(E) CONC SLAB ON GRADE
T/SLAB = 100'-0"
(N) 2'-0"x12"DP
CONT CONC FTG,
W/ 3- #4 EA WAY
(N) 1'-4"SQx10"DP
CONC FTG, W/ 2-
#4 EA WAY
(N) 1'-4"SQx10"DP
CONC FTG, W/ 2-
#4 EA WAY
(N) 1'-4"SQx10"DP
CONC FTG, W/ 2-
#4 EA WAY(N) C15x33.9
S2.1
3________
S2.1
1________
TYP
S2.1
5________
TYP
S2.1
3________
SIM
S2.1
2________
S2.1
3________
S2.1
1________
1"
TYP,
OPP
T/PIER (E) = 99'-0" (V)
S2.1
16________
(E) CONTINUOUS FOOTING (V)
TO REMAIN
S2.1
5________SIM
A
1
B C D
2
ABV & BLW
(TOS VARIES)
(N) C
15x3
3.9
10
4' -
2 1
/4"
104' - 2 1/4"
(N) C
15x3
3.9
10
8' -
4 1
/2"
(N) C15x33.9
108' - 4 1/2"
(N) C
15x3
3.9
10
8' -
4 1
/2"
(N) C
10x15.3
10
4' -
2 1
/4"
5" PRECAST STAIR LANDING
BY MFR
T/SLAB = 108'-4 1/2"
((V) TO MATCH (E))
5" PRECAST STAIR
LANDING BY MFR
((V) TO MATCH (E))
T/SLAB = 104'-2 1/4"
(N) C15x33.9
(N) C15x33.9
BENT STRINGER
(TOS VARIES)
(N) C15x33.9 BENT STRINGER
(TOS VARIES)
(N) PRECAST STAIR TREADS
(E) DOOR (V)
(E) CMU BLOCK
(E) BRICK VENEER
S2.1
8________
S2.1
13________
S2.1
12________
S2.1
10________
S2.1
14________
S2.1
14________
S2.1
13________
S2.1
13________
OPP
S2.1
11________S2.1
13________
S1.1
4
S2.1
6
SIM
S2.1
6
SIM(N) C15x33.9
104' - 2 1/4"
(N) C15x33.9
108' - 4 1/2"
S2.1
9________
S2.1
7________
(N) C15x33.9
S1.1
3________
(E) HSS COLUMNS
CONTINUE TO ROOF
VE
RIF
Y W
/ A
RC
H
EQ
VE
RIF
Y W
/ A
RC
H
EQ
S2.1
14________
OPP, TYP @ STAIR
TREADS
PLAN NOTES:
(E) EXISTING
(N) NEW
(V) VERIFY IN FIELD
PRECAST CONCRETE PLANK
SPAN DIRECTION
TOP OF CONCRETE ELEVATION
TOP OF FOOTING ELEVATION
T/SLAB
T/FTG
CXXXX
XX'-XX"TOP OF CHANNEL ELEVATION
T/SLAB
PER PLANT/STL
PER PLAN
(N) BENT CHANNEL STRINGER, SEE PLAN
SEE DETAIL FOR INFOMATION
AT CHANNEL BEND
(N) PRECAST CONCRETE STAIR
LANDING BY PRECAST SUPPLIER
(N) HSS COL BEYOND
SEE PLAN
15/S2.1
(N) 1/4" CONT BENT PL W/ 1/2" HAS
(WELDED TO PL) W/ SPACING &
EMBED BY PRECAST SUPPLIER
5"
6"
(N) L3x3x1/4 W/ 2- 3/4" Ø
A325N BOLTS
3/16
LANDING CHANNEL
SEE PLAN
CHANNELS, SEE PLAN
A
A
(E) HSS COL
SEE PLAN
1"
1/4
SECTION A-A
T/STL
PER PLAN
1/4" SHEAR TAB PL W/
HORIZONTALLY SLOTTED HOLES
3-3/4"Ø A325N BOLTS
2 1/2"1 1/2"
1 1
/2"
3"
3"
1 1
/2"
2"
SEE SECTION A-A OF DETAIL
FOR CONNECTION INFORMATION
SHEAR TAB PL TO BE PLACED ON THE
EXTERIOR OF THE CHANNEL WEB
6/S2.1
CL
1/2"
T/STL
PER PLAN
CHANNEL STRINGER
SEE PLAN
CHANNEL STRINGER
SEE PLAN
NOTE: PRECAST
LANDING NOT SHOWN
FOR CLARITY
© Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.
www.dci-engineers.comCIVIL / STRUCTURAL
®1289 Stoneridge DriveBozeman, Montana 59718P: (406) 556-8600
04.2018
PPA#17-0144
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY :
SHEET
JUL
IA M
AR
TIN
WE
ST
EX
TE
RIO
R S
TA
IR I
MP
RO
VE
ME
NT
CA
MP
US
PL
AN
NIN
G,
DE
SIG
N &
CO
NST
RU
CT
ION
MO
NT
AN
A S
TA
TE
UN
IVE
RSI
TY
BO
ZE
MA
N, M
ON
TA
NA
PH
ON
E:
406.
994.
5413
FA
X:
406.
994.
5665
DATE
04-18-18
SHEET TITLE
MH
MONTANA
STATE
UNIVERSITY
CAD
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
FOUNDATION &
FRAMING PLANS
S1.1
SCALE: 1/2" = 1'-0"1
FOUNDATION PLAN
SCALE: 1/2" = 1'-0"2
FRAMING PLAN
SCALE: 3/4" = 1'-0"3
FRAMING DETAIL @ LOWER LANDING
SCALE: 3/4" = 1'-0"4
BENT STRINGER TO LOWER LANDING CHANNEL
BENT STRINGER,
SEE PLAN
TOP AND
BOTTOM
1/2" CLR
T/STL
PER PLAN
T/SLAB
PER PLAN
(V) W/ ARCH
3/163 SIDES
CHANNEL STRINGER
BEYOND
1/4" CLOSURE PL,
SHOP WELD
PRECAST CONC
LANDING BY
PRECAST
SUPPLIER
1/4" CONT BENT PL W/
HAS ROD BY PRECAST
SUPPLIER CHANNELS, SEE PLAN5"
6"
1/4
SECTION A-A
8"
3 3
/8"
1 1
/2"
1 1
/2"
4"
2 1
/2"
5/8" BASE PL
8"
CHANNEL STRINGER
(E) CONC SLAB
1/4" CLOSURE PL
SHOP WELD
(N) 4-3/4"Ø EPOXY AR
TO (N) CONCRETE
FOOTING
(N) CONC FOOTING
SEE PLAN
1'-0"
4"
AS
RE
Q'D
(E) CONC SLAB
7" E
MB
ED
3" C
LR
A
A
1/4
SECTION A-A @ SIM. CONDITION
8"
3 3
/8"
1 1
/2"
2"
5"
1 1
/2"
5/8" BASE PL
3/16
FIELD WELD AT
(E) COL
SECTION A-A
CHANNELS, SEE PLAN
A
A
NOTE:
@ SIM CONDITION OFFSET
SHEAR TAB TO ACHIEVE 1"
CLR BETWEEN CHANNEL
LEG AND (E) BRICK VENEER
(N) OR (E) HSS COL,
SEE PLAN
CHANNEL, SEE PLAN
3/8" CAP PL WHERE
OCCURS, WELD TO COL
T/STL
PER PLAN
1/4" SHEAR TAB PL
3-3/4"Ø A325N BOLTS
1/2" 2 1/2" 1 1/2"
1 1
/2"
3"
3"
1 1
/2"
NOTE:
AT LOCATIONS WITH A
C10x15.33 CHANNEL, USE
2- 3/4"Ø A325N BOLTS &
A PLATE HEIGHT OF 6"
3/16
(E) BRICK VENEER WHERE
OCCURS
1" CLR
T/SLAB
SEE PLAN
CHANNEL, SEE PLAN
L6x4x1/4 (LLV) CONT
PRECAST CONCRETE
LANDING BY PRECAST
SUPPLIER
NOTE:
MIN 2 CONNECTIONS PER CHANNEL SPAN
EMBED PL W/ HAS RODS BY
PRECAST SUPPLIER
GUARD RAIL SYSTEM BY OTHERS
SEE ARCHITECTURAL DRAWINGS
VERTICAL SUPPORTS TO 1 1/2" A36 STEEL SQUARE POSTS
MAX. HEIGHT OF RAILING = 3'-6"
MAX. SPACING BETWEEN VERTICAL POSTS = 4'-0"
MIN. EDGE DISTANCE ON STRINGER = 1/2"
T/STL
SEE PLAN
2"
1/4
GRID
GRID
GRID
9"
9"
3"
1 1
/2"
1 1/2"3" TYP
SECTION A-A
3/16
SEE PLAN
(N) 1"± NON-
SHRINK GROUT
T/SLAB
SEE PLAN
(N) CONCRETE FTG,
SEE PLAN
(E) SLAB ON GRADE,
SEE PLAN
(N) 5/8" BASE PL W/ 3-
5/8"Ø EPOXY SET ARS
W/ 6" CONC EMBED
(N) HSS COL, SEE PLAN
3" C
LR
2" CLR
CL
A
A
SECTION A-A
3/16
(N) CONCRETE FTG,
SEE PLAN
(E) SLAB ON GRADE,
SEE PLAN
(E) CONC STEM WALL
GRIDSEE PLAN
(N) HSS COL, SEE PLAN
(N) 1"± NON- SHRINK GROUT
T/SLAB
SEE PLAN
(N) HOOKED EPOXY DOWELS
W/ 4" EMBED INTO (E) CONC
STEM WALL
(E) SLAB ON GRADE
(E) CMU WALL
(E) BRICK VENEER
5/8" BASE PL W/ 4-
5/8"Øx6" EMBED
EPOXY SET ARS
3" C
LR
1"
2" CLR
A
A
1/2
"2"
4"
4"
4"
2"
(N) CONCRETE FTG,
SEE PLAN &
SCHEDULE
(E) SLAB ON GRADE,
SEE PLAN
(E) CONC STEM WALL
GRIDSEE PLAN
(N) HSS COL, SEE PLAN
(N) 1"± NON- SHRINK GROUT
T/SLAB
SEE PLAN
(N) HOOKED EPOXY DOWELS
W/ 4" EMBED INTO (E) CONC
STEM WALL
(E) SLAB ON GRADE
(E) CMU WALL
(E) BRICK VENEER(N) 5/8" BASE PL, SEE 1/S2.1
1"
3" C
LR
2" CLR
@ SIM. CONDITION, SEE DETAIL
FOR BASE PL CONFIGURATION
2/S2.1
1" CLR
PRECAST STAIR TREAD
W/ EMBED PL @ EA. END
BY PRECAST SUPPLIER
CHANNEL STRINGER,
SEE PLAN
3/162t RETURNS
LANDING CHANNEL, SEE PLAN
GRID1/4" CONT BENT PL W/ HAS ROD BY
PRECAST SUPPLIER
T/STL
PER PLAN
T/SLAB
PER PLAN
1 1
/2" TY
P 3"
3/16 2-12
L4x4x1/4x0'-6" W/ 2- 3/4"Ø
A325N BOLTS
BENT CHANNEL STRINGER,
SEE PLAN & DETAIL 15/S2.1
PRECAST CONC LANDING BY
PRECAST SUPPLIER
5"
6"
1"
(N) LANDING CHANNEL,
SEE PLAN
GRID
T/STL
PER PLAN
T/SLAB
PER PLAN
3/16 2-12
(E) BRICK VENEER BEYOND
(N) PRECAST CONCRETE LANDING BY
PRECAST SUPPLIER W/ EMBED PL AND
CONNECTION BY PRECAST SUPPLIER
(E) BRICK VENEER
TO REMAIN
(E) CMU WALL BEYOND
PORTION OF (E)
CONCRETE STAIR
LANDING TO REMAIN
UNDER (E) BRICK VENEER
(E) CMU WALL
TO REMAIN
1"
(N) L4x4x1/4, CONT
CHANNEL STRINGER
PER PLAN
GRID
PRECAST CONCRETE LANDING &
EMBED PLATE BY PRECAST
SUPPLIER
T/STL
PER PLAN
T/SLAB
PER PLAN3/16
L4x4x1/4, CONT
SEE DETAIL FOR
BENT STRINGER WELD
INFORMATION
15/S2.1
LANDING CHANNEL, SEE PLAN
3/16 2-12
CLOSURE PLATE PER ARCH
GRID
T/STL
PER PLAN
T/SLAB
PER PLAN
GUARD RAIL SYSTEM &
CONNECTION TO
CHANNEL BY OTHERS
LANDING CHANNEL
PER PLAN
PRECAST CONC LANDING AND
EMBED PLATE BY PRECAST
SUPPLIER
T/STL
PER PLAN
3/16 2-12
L4x4x1/4, CONT
GRID
(N) FOOTING,
PER PLAN
(N) PRECAST STAIR TREADS
BEYOND
NEW WORK
(N) CHANNEL STAIR
STRINGER BEYOND
T/FTG (N)
PER PLAN
S2.1
5________
EXISTING CONDITION
(E) CONC PIER
T/SLAB (E)
PER PLAN
(E) HSS 3x3x1/4
COLUMN TO REMAIN
T/PIER (E)
PER PLAN (E) 1/2" BP W/
2-1/2"Øx6" AR'S
GRID
T/SLAB (E)
PER PLAN
T/PIER (E)
PER PLAN
3" C
LR
1"
SIM
(E) BRICK VENEER WHERE
OCCURS
1" CLR
T/SLAB
SEE PLAN
CHANNEL, SEE PLANL8x6x7/16 (LLH)xSTAIR WIDTH
W/ LONG SLOTTED BOLT
HOLES (SLOT HOLES
PERPENDICULAR TO
CHANNEL STRINGER)
PRECAST CONCRETE
LANDING BY PRECAST
SUPPLIER
2 - 1/2" Ø HAS RODS PER STAIR
TREAD INTO 'DAYTON
SUPERIOR' F42 PRECAST
INSERTS OR APPROVED
EQUIVALENT, INSTALL PER
MFR'S INSTRUCTIONS
SEE DETAIL FOR
GUARD RAIL POST AND
CONNECTION
INFORMATION
T/STL
SEE PLAN
5"
3/16
NUTS TO BE INSTALLED
IN THE FIELD
13/S2.1
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PPA#17-0144
REV. DESCRIPTION DATE
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DRAWN BY :
SHEET
JUL
IA M
AR
TIN
WE
ST
EX
TE
RIO
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TA
IR I
MP
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NIN
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MA
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TA
NA
PH
ON
E:
406.
994.
5413
FA
X:
406.
994.
5665
DATE
04-18-18
SHEET TITLE
MH
MONTANA
STATE
UNIVERSITY
CAD
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
DETAILS
S2.1
SCALE: 3/4" = 1'-0"15
BENT STRINGER CONNECTION
SCALE: 3/4" = 1'-0"7
(N) CHANNEL STRINGER
@ LOWER LANDING
SCALE: 3/4" = 1'-0"5
(N) STAIR STRINGER @ (E) SLAB ON GRADESCALE: 3/4" = 1'-0"
6(N) CHANNEL @ (N) HSS COL CONNECTION
SCALE: 3/4" = 1'-0"13
(N) CHANNEL @ (N) LANDING EDGE
SCALE: 3/4" = 1'-0"1
(N) HSS COL @ (N) CONC FTGSCALE: 3/4" = 1'-0"
2(N) COL BASE PL @ CORNER CONDITION
SCALE: 3/4" = 1'-0"3
TYP (N) COL @ (E) EXTERIOR WALL
SCALE: 3/4" = 1'-0"9
(N) CHANNEL STRINGERS
SCALE: 3/4" = 1'-0"11
(N) LANDING CHANNEL TO (N) CHANNEL
STRINGER @ LOWER LANDING
SCALE: 3/4" = 1'-0"8
(N) STAIR STRINGER @ (E) DOOR
SCALE: 3/4" = 1'-0"10
(N) LANDING CHANNEL TO (N) CHANNEL
STRINGER @ UPPER LANDINGSCALE: 3/4" = 1'-0"
12
(N) CHANNEL @ UPPER LANDING
@ UPPER LANDING
SCALE: 3/4" = 1'-0"16
(N) STAIR LANDING FOOTING @ (E) CONC PIER
SCALE: 3/4" = 1'-0"4
DETAIL NOT USED
SCALE: 3/4" = 1'-0"14
(N) CHANNEL STRINGER @ (N) STAIR TREAD