- 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

© 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.

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MP

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CA

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SIG

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UN

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BO

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MA

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ON

TA

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PH

ON

E:

406.

994.

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406.

994.

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DATE

04-18-18

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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