47PJ0025R0028 CONSTRUCTION SET DRAWINGS.pdf

P lo t D at e:

ISSUE DATE:

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

BID PACKAGE 2

ISSUED FOR:

CONSTRUCTION SET

/5

/2

8:

:5

P

M

SIOUX FALLS COURTHOUSE IRA WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

12/06/2024

U.S. GENERAL SERVICES ADMINISTRATION,

ROCKY MOUNTAIN REGION 8

13560.00

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

VICINITY MAP - NOT TO SCALE ENLARGED SITE MAP - NOT TO SCALE

CONTEX PHOTO

Sheet Number Sheet Name

GENERAL

G0.1 PROJECT COVER SHEET

A5.3.4 ENLARGED ROOF DETAILS

A5.3.5 ENLARGED ROOF DETAILS

A5.3.6 ENLARGED ROOF DETAILS

ARCHITECTURAL

A1.2.1 ARCHITECTURAL EXISTING SITE PLAN - OVERALL

AD4.2.1 DEMOLITION ELEVATIONS

AD4.2.2 DEMOLITION ELEVATIONS

AD4.2.3 DEMOLITION ELEVATIONS

AD5.2.1 DEMOLITION WINDOW DETAILS

AD5.2.2 DEMOLITION WINDOW DETAILS

AD5.2.3 DEMOLITION WINDOW DETAILS

AD5.2.4 DEMOLITION WINDOW DETAILS

AD5.2.5 DEMOLITION WINDOW DETAILS

AD5.2.6 DEMOLITION WINDOW DETAILS

AD5.2.7 DEMOLITION WINDOW DETAILS

AD5.2.8 DEMOLITION WINDOW DETAILS

A4.2.1 EXTERIOR WINDOW TYPE SCHEDULE

A4.2.2 WINDOW SCHEDULE

A4.2.3 ELEVATIONS

A4.2.4 ELEVATIONS

A4.2.5 ELEVATIONS

A4.2.6 ELEVATIONS

A4.2.7 ENLARGED ELEVATIONS

A4.2.8 ENLARGED ELEVATIONS

A5.2.1 REPAIR DETAILS

A5.2.2 REPAIR DETAILS

A5.2.3 REPAIR DETAILS

A5.2.4 REPAIR DETAILS

A5.2.5 REFERENCE PHOTOS - WINDOWS

A5.2.6 REFRENCE PHOTOS - WINDOWS

A5.3.3 ENLARGED ROOF DETAILS

ARCHITECTURAL

A1.2.1 ARCHITECTURAL EXISTING SITE PLAN - OVERALL

AD4.2.1 DEMOLITION ELEVATIONS

AD4.2.2 DEMOLITION ELEVATIONS

AD4.2.3 DEMOLITION ELEVATIONS

AD5.2.1 DEMOLITION WINDOW DETAILS

AD5.2.2 DEMOLITION WINDOW DETAILS

AD5.2.3 DEMOLITION WINDOW DETAILS

AD5.2.4 DEMOLITION WINDOW DETAILS

AD5.2.5 DEMOLITION WINDOW DETAILS

AD5.2.6 DEMOLITION WINDOW DETAILS

AD5.2.7 DEMOLITION WINDOW DETAILS

AD5.2.8 DEMOLITION WINDOW DETAILS

A4.2.1 EXTERIOR WINDOW TYPE SCHEDULE

A4.2.2 WINDOW SCHEDULE

A4.2.3 ELEVATIONS

A4.2.4 ELEVATIONS

A4.2.5 ELEVATIONS

A4.2.6 ELEVATIONS

A4.2.7 ENLARGED ELEVATIONS

A4.2.8 ENLARGED ELEVATIONS

A5.2.1 REPAIR DETAILS

A5.2.2 REPAIR DETAILS

A5.2.3 REPAIR DETAILS

A5.2.4 REPAIR DETAILS

A5.2.5 REFERENCE PHOTOS - WINDOWS

A5.2.6 REFRENCE PHOTOS - WINDOWS

A5.3.3 ENLARGED ROOF DETAILS

A5.3.6 ENLARGED ROOF DETAILS

ARCHITECTURAL

A0.2.1 ARCHITECTURAL ABBREVIATIONS & SYMBOLS

CUI

THE FOLLOWING GENERAL NOTES APPLY TO ALL

ARCHITECTURAL SERIES SHEETS. FOR GENERAL NOTES

APPLICABLE TO ALL SHEETS REFER TO THE "PROJECT

GENERAL NOTES":

1. THE ARCHITECTURAL SERIES SHEETS ARE PART OF A

COMPLETE SET OF CONSTRUCTION DOCUMENTS

DESCRIBING THE WORK FOR THIS PROJECT. USERS OF

THESE DOCUMENTS ARE RESPONSIBLE TO REVIEW ALL

CONSTRUCTION DOCUMENTS TO UNDERSTAND AND

COORDINATE THE GRAPHIC AND ANNOTATED

INFORMATION PROVIDED IN THESE ARCHITECTURAL

SERIES SHEETS.

2. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK AT

THE APPROXIMATE LOCATIONS SHOWN, DO NOT SCALE

DRAWINGS FOR DIMENSIONAL INFORMATION. ALL

ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN TO

EXACT SCALE. ALL DIMENSIONS REQUIRED ARE SHOWN

OR MAY BE DERIVED FROM THOSE SHOWN ON THE FLOOR

PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS, DETAILS,

SCHEDULES, AND SPECIFICATIONS.

1. THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE AND

DEFINE TYPICAL GRAPHIC SYMBOLS WHICH MAY

TYPICALLY OCCUR ON THE ARCHITECTURAL DRAWINGS.

2. ADDITIONAL SYMBOLS NOT SHOWN OR DEFINED ON THIS

SHEET MAY BE USED ON THE ARCHITECTURAL

DRAWINGS AND ARE TYPICALLY DEFINED ON OTHER

SHEETS.

3. SYMBOLS ARE NOT DRAWN TO SCALE. TO DETERMINE

THE ACTUAL SIZES OF ELEMENTS REPRESENTED BY

SYMBOLS, REFER TO THE SPECIFICATIONS AND OTHER

SHEETS, AS MAY APPLY.

SECOND LEVEL

+10'-0"

BUILDING SECTION

WALL SECTION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

WALL SECTION

WALL SECTION NUMBER

NORTH ARROW REFERENCES

TRUE NORTH

.00

0°

NEW GRID

IDENTIFICATION

EXISTING GRID

IDENTIFICATION

LAYOUT GRID LINES

BASIC DRAWING TITLE

SHEET WHERE DRAWN

DIRECTION OF VIEW

LEVEL LINE

REVISION NUMBER AND EXTENT

DETAIL REFERENCE

SECTION DETAIL REFERENCE

EXTERIOR ELEVATION

A102 2

INTERIOR ELEVATION REFERENCE

ROOM NAME AND NUMBER

ELEVATION NUMBER AND

DIRECTION

SHEET WHERE DRAWN

SHEET WHERE DRAWN

ELEVATION NUMBER AND

DIRECTION OF VIEW

SHEET WHERE DRAWN,

HYPHEN INDICATES DETAIL

ON SAME SHEET.

DETAIL NUMBER

SHEET WHERE DRAWN

ELEVATION NUMBER AND

DIRECTION

AX.X.X X

WINDOW AND LOUVER TYPE MARK

SEE CORRESPONDING

NUMBER ON SCHEDULE

SEE ASSEMBLY TYPE

FOR DETAILS.

NAME OF LEVEL

INDICATES HEIGHT

ABOVE PROJECT DATUM

REVISION NUMBER - SEE

REVISION HISTORY ON

THE TITLE BLOCK OF

EACH SHEET

EXTENT OF CURRENT

REVISION

SHEET KEYNOTE MARK

MATCH LINE REFERENCES

DRAWING TITLE SYMBOLS

A502

SEE CORRESPONDING

NUMBERED KEYNOTE ON

SHEET WHERE

REFERENCE OCCURS

REFER TO THE SHEET

WHERE CONTINUATION IS

FOUND

A B

SCALE:

A101

SIM

A101

SIM

A101

SIM

A101

SIM

MATCH LINE

W-X

View Name

1/8" = 1'-0"

REFERENCE KEYNOTE MARK

088000.A03

THE FIRST SIX DIGITS

REPRESENT THE

SPECIFICATION SECTION

EXAMPLE 1:

THE CHARACTERS

FOLLOWING THE PERIOD

REPRESENT PARTICULAR

ITEMS OF THE SPECIFIED

SYSTEM

NORTH PROJECT NORTH

OR OR

BASIC DRAWING TITLE

WITH LINESCALE:

View Name

1/8" = 1'-0"

DRAWING TITLE WHEN

ONLY ONE PLAN EXISTS

ON THE DRAWING

SCALE:

View Name 1/8" = 1'-0"

SHEET A2.1.1

SHEET A2.1.2

SHEET A2.1.1

OR

REFER TO THE SHEETS

EITHER SIDE OF THE

MATCH LINE

Room Name

M-X

061600 5/8"

PLYWOOD

EXAMPLE 2:

THE TEXT IS THE PRODUCT

DESCRIPTION

DETAILS ARE NUMBERED ACCORDING TO THEIR

LOCATION ON EACH SHEET AND ARE NOT

NUMBERED CONSECUTIVELY. EACH MODULE

MAINTAINS THE NUMBER ASSOCIATED WITH IT

THIS SYSTEM CAN BE APPLIED TO ANY SHEET

THAT CONTAINS MULTIPLE IMAGES. THE IMAGES

ARE NUMBERED ACCORDING TO THE MODULE

SYSTEM SHOWN ILLUSTRATED TO THE LEFT

EACH DETAIL MAY OCCUPY ONE OR MORE

WHOLE MODULES. THE DETAIL MODULE IS USED

TO ESTABLISH THE IDENTIFYING LABEL FOR

EACH DETAIL, NOT TO LIMIT THE SIZE OF THE

DETAIL

DETAIL MODULE LAYOUT

DETAIL NUMBERING EXAMPLE

THE NUMBER OF THE MODULE WHICH

OCCURS IN THE LOWER LEFT CORNER OF A

SINGLE MODULE OR SEVERAL MODULES

GROUPED TOGETHER WILL DEFINE THE FINAL

DETAIL NUMBER AS SHOWN IN THE

ILLUSTRATION TO THE LEFT. ALTHOUGH THE

MODULE NUMBERS OCCUR IN CONSECUTIVE

ORDER, NOT ALL NUMBERS ARE

NECESSARILY USED ON EACH SHEET

163256

54 46

AB

A

ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ACP

AD

ACOUSTICAL CEILING PANEL

AREA DRAIN

ADDL ADDITIONAL

ADH

ADDITIONAL

ADJ

ADHESIVE

ADJ

ADJUSTABLE

AFF

ADJACENT

AFG

ABOVE FINISH FLOOR

AFS

ABOVE FINISH GRADE

AGGR

ABOVE FINISH SLAB

ALUM

AGGREGATE

ALT

ALUMINUM

ANOD

ALTERNATE

APPROX

ANODIZED

ARCH

APPROXIMATE(LY)

ACS PNL ACCESS PANEL

ARCHITECT(URAL)

ASPH ASPHALT

AVG AVERAGE

BB

B

BULLETIN BOARD

BD BOARD

BTWN

BLDG

BETWEEN

BUILDING

BM

BOT

BENCHMARK

BOTTOM

BITUM BITUMINOUS

BOS BOTTOM OF STEEL

BRG BEARING

BSMT BASEMENT

CAB

C

CABINET

CB CATCH BASIN

CCT

CG

CUBICLE CURTAIN TRACK

CORNER GUARD

CEM

CER

CEMENT, CEMENTITIOUS

CERAMIC

CCTV CLOSED CIRCUIT TELEVISION

CH BD CHALKBOARD

CI CAST IRON

CJ CONTROL JOINT

CL

CLG

CLR

CMU

CNTR

COL

CONC

CONF

CONN

CONSTR

CONT

CONTR

CORR

CPT

CSK

CSP

CSWK

CU

CW

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COUNTER

COLUMN

CONCRETE

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CORRUGATED

CARPET

COUNTERSUNK

COMBINATION STANDPIPE

CASEWORK

CUBIC

COLD WATER

D

D

DEPTH

DBL DOUBLE

DBL ACT DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIM PT DIMENSION POINT

DISP DISPENSER

DIST DISTANCE

DN DOWN

DR DRAIN

DS DOWNSPOUT

DSP DRY STANDPIPE

DT DRAPERY TRACK

DWG DRAWING

DWGS DRAWINGS

(E)

E

EXISTING

EA EACH

EDR EQUIPMENT DRAWING

EG EDGE GUARD

EIFS EXTERIOR INSULATION FINISH SYSTEM

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EXC EXCAVATED

EXH EXHAUST

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

F/F

F

FACE TO FACE

FA FIRE ALARM

FAS FIRE ALARM STATION

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FF FINISH FACE

FHC FIRE HOSE CABINET

FH/FEC FIRE HOSE / FIRE EXTINGUISHER CABINET

FHMS FLAT HEAD MACHINE SCREW

FHWS FLAT HEAD WOOD SCREW

FHY FIRE HYDRANT

FLAM FLAMMABLE

FLASH FLASHING

FLEX FLEXIBLE

FLUOR FLUORESCENT

FO FACE OF

FSB FOLDING SHOWER BENCH

FSTNR FASTENER

FT FOOT, FEET

FTG FOOTING

FURN FURNITURE

FXTR FIXTURE

G

G

GAS

H

H

HIGH

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GLU LAM GLUE LAMINATED

GLZ GLAZING

GR GRADE OR GRADING

GVL GRAVEL

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

ID

I

INSIDE DIAMETER

JAN

J

JANITOR

KG

K

KILOGRAM

L

L

LENGTH, LONG

M

M

METERS

(N)

N

NEW

OC

O

ON CENTER

PA

P

PUBLIC ADDRESS

QT

Q

QUARRY TILE

R

R

RISER

S SOUTH

T

T

TREAD

VAC

V

VACUUM

W

W

WEST

XFMR

X

TRANSFORMER

YD

Y

YARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HVAC HEATING-VENTILATION-AIR CONDITIONING

IN INCH

INCAND INCANDESCENT

INCL INCLUDE, INCLUDING

INFO INFORMATION

INSUL INSULATION

INTR INTERIOR

INV INVERT

IVT INTRAVENOUS TRACK

JST JOIST

JT JOINT

KIT KITCHEN

KPL KICK PLATE

KS KNEE SPACE

LAB LABORATORY

LAM LAMINATE, LAMINATION

LAV LAVATORY

LB POUND

LED LIGHT EMITTING DIODE

LF LINEAR FOOT

LG LENGTH

LIN LINEAR

LL LEAD LINED

LPT LOW POINT

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVR LOUVER

HW HOT WATER S

MACH MACHINE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MM MILLIMETERS

MO MASONRY OPENING

MOD MODULE, MODULAR

MTD MOUNTED

MTG MOUNTING

MVBL MOVABLE

MULL MULLION

NA NOT APPLICABLE

NAT NATURAL

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOICE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED-CONTRACTOR INSTALLED

OFOI OWNER FURNISHED-OWNER INSTALLED

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

OZ OUNCE

PART PARTIAL

PBD PARTICLEBOARD

PBX PRIVATE TELEPHONE EXCHANGE

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PI POINT OF INTERSECTION

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

PNL BD PANEL BOARD

PNT PAINT

PORT PORTABLE

PP PUSH PLATE

PPM PARTS PER MILLION

PR PAIR

PRCST PRECAST

PREP PREPARATION

PREFAB PREFABRICATION

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PTS PNEUMATIC TUBE STATION

PVC POLYVINYL CHLORIDE

PVG PAVING

PVMT PAVEMENT

PWR POWER

QTR QUARTER

QTY QUANTITY

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

REQT REQUIREMENT

RESIL RESILIENT

RET RETURN

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAIN WATER LEADER

SA SUPPLY AIR

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEG SEGMENT

SEP SEPARATION OR SEPARATE

SEP JT SEPARATION JOINT

SHT SHEET, SHEETING

SHWR SHOWER

SHV SHELVES, SHELVING

SIM SIMILAR

SK SINK

SMS SHEET METAL SCREW

SP SPACE, SPACED, SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS SANITARY SEWER

SSK SERVICE SINK

SST STAINLESS STEEL

ST STREET

STA STATION

STAG STAGGERED

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

STS SELF-TAPPING STEEL

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SVCE SERVICE

SW SOUTHWEST

SYMM SYMMETRICAL

SYST SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CONCRETE, TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TOR TOP OF RAILING

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

UC

U

UNDER COUNTER

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTABLE POWER SUPPLY

UTIL UTILITY

VB VALVE BOX

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WC WATER CLOSET OR WALL COVERING

WD WOOD

WDW WINDOW

WGL WIRE GLASS

WCHR WHEELCHAIR

WM WIRE MESH

WO WHERE OCCURS

WPT WORKING POINT

WR WATER RESISTANT

WSCT WAINSCOT

WSP WET STANDPIPE

WT WEIGHT

WTHPRF WEATHERPROOF

WTRPRF WATERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

CCR CARD CONTROL READER

BUR BUILT UP ROOFING SYSTEM

CT CERAMIC TILE

BOD BASIS OF DESIGN

VIF VERIFY IN FIELD

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:5

P

M

ARCHITECTURAL

ABBREVIATIONS &

SYMBOLS

A0.2.1

A ut ho r

13560.00

ARCHITECTURAL REFERENCE SYMBOLS

ARCHITECTURAL GENERAL NOTESARCHITECTURAL ABBREVIATIONSMODULAR LAYOUT / DETAIL NUMBER

ARCHITECTURAL SYMBOL NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

A. REFER TO THE A0.2.1 SERIES DRAWINGS FOR

ARCHITECTURAL GENERAL NOTES, DRAWING,

REFERENCE AND MATERIAL SYMBOLS AS WELL AS

ABBREVIATIONS USED ON THIS DRAWING.

B. SITE FEATURES ARE REPRESENTED BASED ON AERIAL

IMAGES AND SHALL BE CONSIDERED APPROXIMATE IN

LOCATION, SHAPE, AND SIZE. ALL CONDITIONS

SHOULD BE FIELD VERIFIED AND ANY DISCREPANCIES

REPORTED IN WRITING TO THE OWNER'S

REPRESENTATIVE.

C. ALL STRUCTURES, UTILITIES, PAVEMENT, TREES AND

SITE FEATURES SHOULD BE PROTECTED DURING

CONSTRUCTION WITHIN AND ADJACENT TO THE

STAGING/LAYDOWN LIMITS AS WELL AS AREAS OF

WORK. ANY DAMAGE CAUSED BY THE CONTRACTOR

TO ITEMS AND STRUCTURES WITH THE

STAGING/LAYDOWN AREA OR AREAS OF WORK

SHOULD BE REPAIRED AT NO COST TO THE OWNER.

D. TAKE ALL NECESSARY PRECAUTIONARY MEASURES

TO PROTECT THE PUBLIC, FEATURES INSIDE THE

CONSTRUCTION FENCE, AND ADJACENT PROPERTIES

FROM DAMAGE THROUGHOUT CONSTRUCTION,

INCLUDING DAMAGES TO UTILITIES, WALKS, WALLS,

DRIVES, CURBS, ETC.

E. SUBMIT CONSTRUCTION LOGISTICS PLAN TO OWNER'S

REPRESENTATIVE FOR APPROVAL PRIOR TO START OF

CONSTRUCTION. PLAN SHALL INCLUDE BUT NOT BE

LIMITED TO: CONSTRUCTION FENCE LIMITS AND

ACCESS, STAGING AREAS, PHASING, MAINTAINING

PUBLIC THOROUGHFARES AND BUILDING ACCESS.

F. REMOVE TEMPORARY ANCHORS, BRACKETS, WOOD

NAILERS, AND OTHER EXTRANEOUS ITEMS INSTALLED

IN MORTAR JOINTS AS PART OF CONSTRUCTION TO

ANCHOR SCAFFOLDING, ETC., AND REPOINT DAMAGED

MORTAR JOINTS. TEMPORARY ANCHORS SHOULD NOT

BE INSTALLED IN THE STONE, REFER TO SECTION

040342 - HISTORIC STONE MASONRY REPAIR.

G. ALL EXISTING PEDESTRIAN AND VEHICULAR LIGHTING

TO REMAIN SHALL BE OPERABLE AT ALL TIMES

THROUGHOUT CONSTRUCTION, UNLESS OTHERWISE

NOTED.

H. ALL WALKWAY SURFACES, TEMPORARY AND

PERMANENT, SHOULD BE STABLE, FIRM, AND SLIP

RESISTANT AND SHOULD COMPLY WITH ADA 302.

I. ALL EXISTING PARKING AREAS AND PUBLIC STREETS

SHOULD BE SWEPT AND REMAIN CLEAR OF DEBRIS

DURING CONSTRUCTION.

S M

A

IN

A V

E

S P

H

IL

LI

P

S A

V E

12TH ST.W 12TH ST.

PARKING LOT

DN

DN

STONE SITE WALL WITH

VEGETATION

LANDSCAPING

PROTECT LANDSCAPING

PROTECT STONE SITE WALL

WITH VEGETATION

PROTECT LANDSCAPING

PROTECT STONE SITE WALL

WITH VEGETATION

PROTECT LANDSCAPING

PARKING LOT

PROTECT CONCRETE

PAVEMENT

HARDSCAPE

STONE PLANTERS

STONE PLANTERS

SITE WALL

LANDSCAPING

STONE SITE WALL WITH

VEGETATION

PARKING LOT GATE

PARKING LOT GATE

PARKING LOT GATE

LANDSCAPING

LANDSCAPING

LANDSCAPING

CONCRETE PAVEMENT

CONCRETE

PAVEMENT

CONCRETE PAVEMENT

STORAGE SHED

METAL GATE

CONCRETE PAVEMENT

RETAINING WALLS

GAS METER AND

ENCLOSURE

EXISTING MECHANICAL

EQUIPMENT

PROTECT STONE MONUMENTS

RAMP AND STAIRS

DN

LAYDOWN AREA

FIRST 7 PARKING SPACES

EXISTING TREES

STAGING/LAYDOWN AREA

SLATE SHINGLES REPAIR AREA

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:0

P

M

ARCHITECTURAL

EXISTING SITE PLAN -

OVERALL

A1.2.1

S T

A R

T S he et

13560.00

GENERAL SHEET NOTES

GRAPHIC LEGEND

SCALE: 1/16" = 1'-0"

SITE PLAN - STAGING AREA

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

LEVEL 1

EL +0' - 0"

LEVEL 2

EL +19' - 0"

LEVEL 3

EL +35' - 0"

LEVEL 4

EL +48' - 6"

BASEMENT LEVEL

EL -9' - 3"

A,C

A,C

A,C

A,C

A,C

A,C

A,C

A,C A,C

AD5.2.7

TYP

AD5.2.7

TYP

AD5.2.7

TYP

AD5.2.3

TYP

AD5.2.3

TYP

AD5.2.3

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.8

TYP

AD5.2.8

TYP

AD5.2.8

TYP

AD5.2.3

TYP

AD5.2.3

TYP

AD5.2.3

TYP

A. REMOVE EXISTING ALUMINUM WINDOW SYSTEM,

INCLUDING TRIM, SEALANTS AND MOUNTING HARDWARE.

PROTECT INTERIOR FINISHES AND ORIGINAL WOOD

WINDOW FRAME, IF EXISTENT.

B. REMOVE AND SALVAGE ALL EXISTING WINDOW GRILLS.

C. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS

COMPLETE.

D. FIELD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM

OWNER SUPPLIED DOCUMENTS.

X

DEMOLITION NOTES, REFER TO DEMOLITION

SHEET NOTES BELOW.

WINDOW TO BE REMOVED

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:3

P

M

DEMOLITION ELEVATIONS

AD4.2.1

A ut ho r

13560.00

SCALE: 1/8" = 1'-0"

NORTH ELEVATION

GENERAL SHEET NOTES

GRAPHIC LEGEND

DEMOLITION SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

LEVEL 2

EL +19' - 0"

LEVEL 3

EL +35' - 0"

BASEMENT LEVEL

EL -9' - 3"

AD5.2.6

TYP

AD5.2.6

TYP

AD5.2.6

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.5

TYP

AD5.2.5

TYP

AD5.2.5

TYP

AD5.2.7

TYP

AD5.2.7

TYP

AD5.2.7

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.1

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.1

TYP

THE EXISTING 1975 WINDOW REPLACEMENT SHOP

DRAWINGS SUGGEST THAT THESE HORIZONTAL MULLIONS

ARE THE HISTORIC WOOD WINDOW. COORDINATE WITH THE

NEW WINDOW INSTALLER TO REMOVE THIS MULLION AND

REPLICATE IT. CONFIRM IN THE PRE BID MEETING, THE

PERFORMANCE CRITERIA OF THE NEW WINDOWS.

A,C

A,C

A,C

A,C

A,C

A,C

X

DEMOLITION NOTES, REFER TO DEMOLITION

SHEET NOTES BELOW.

WINDOW TO BE REMOVED

A. REMOVE EXISTING ALUMINUM WINDOW SYSTEM,

INCLUDING TRIM, SEALANTS AND MOUNTING HARDWARE.

PROTECT INTERIOR FINISHES AND ORIGINAL WOOD

WINDOW FRAME, IF EXISTENT.

B. REMOVE AND SALVAGE ALL EXISTING WINDOW GRILLS.

C. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS

COMPLETE.

D. FIELD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM

OWNER SUPPLIED DOCUMENTS.

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:3

P

M

DEMOLITION ELEVATIONS

AD4.2.2

A ut ho r

13560.00

SCALE: 1/8" = 1'-0"

DEMO SOUTH ELEVATION - BP2

GENERAL SHEET NOTES

GRAPHIC LEGEND

DEMOLITION SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

LEVEL 2

EL +19' - 0"

LEVEL 3

EL +35' - 0"

LEVEL 4

EL +48' - 6"

BASEMENT LEVEL

EL -9' - 3"

A,C

A,C

A,C

LEVEL 1

EL +0' - 0"

LEVEL 2

EL +19' - 0"

LEVEL 3

EL +35' - 0"

LEVEL 4

EL +48' - 6"

BASEMENT LEVEL

EL -9' - 3"

AD5.2.1

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.4

TYP

AD5.2.4

TYP

AD5.2.4

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.8

TYP

AD5.2.8

TYP

AD5.2.8

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.2

TYP

AD5.2.3

TYP

AD5.2.3

TYP

AD5.2.3

TYP

AD5.2.4

TYP

AD5.2.4

TYP

AD5.2.4

TYP

AD5.2.5

TYP

AD5.2.5

TYP

AD5.2.5

TYP

A,C

A,C

A,C

A,C

A,C

AD5.2.1

TYP

AD5.2.4

TYP

AD5.2.4

TYP

A,C

1. REMOVE PAINT FROM EXISTING WOOD WINDOW

ELEMENTS TO RECIEVE FLUID APPLIED AIR BARRIERS

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO

REMAIN. DAMAGE TO THESE ELEMENTS DURING THE

CONSTRUCTION WILL HAVE TO BE CORRECTED TO MATCH

SURROUNDING CONDITIONS

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG

WITH WINDOW REPLACEMENT SHOP DRAWINGS FROM

1975. FIELD VERIFY DIMENSIONS AND NOTIFY ARCHITECT

OF DEVIATIONS FROM THESE DOCUMENTS.

4. REMOVE AND SALVAGE EXISTING WINDOW GRILL.

5. FIELD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM

OWNER SUPPLIED DOCUMENTS.

6. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE

REMOVAL OF EXISTING WOOD WINDOW FRAME AT

LOCATIONS OF NEW ANCHORS.

X

DEMOLITION NOTES, REFER TO DEMOLITION

SHEET NOTES BELOW.

WINDOW TO BE REMOVED

INTERIOR OF ADDITION

A, C

A,C

A. REMOVE EXISTING ALUMINUM WINDOW SYSTEM,

INCLUDING TRIM, SEALANTS AND MOUNTING HARDWARE.

PROTECT INTERIOR FINISHES AND ORIGINAL WOOD

WINDOW FRAME, IF EXISTENT.

B. REMOVE AND SALVAGE ALL EXISTING WINDOW GRILLS.

C. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS

COMPLETE.

D. FIELD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM

OWNER SUPPLIED DOCUMENTS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:4

P

M

DEMOLITION ELEVATIONS

AD4.2.3

A ut ho r

13560.00

SCALE: 1/8" = 1'-0"

EAST ELEVATION - ADDITION

SCALE: 1/8" = 1'-0"

WEST ELEVATION

SCALE: 1/4" = 1'-0"

WEST ELEVATION ENTRANCE

GENERAL SHEET NOTES

GRAPHIC LEGEND

SCALE: 1/8" = 1'-0"

EAST ELEVATION - ORIGINAL BUILDING

DEMOLITION SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

1"

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

1" O

V E

R A

LL

F

R A

M E

O V

E R

A

LL

F R

A M

E

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

O .A

.F O

.A .F

S A

S H

O P

E N

IN

G

M A

X

O .A

.F

S A

S H

O P

E N

IN

G

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

REMOVE ALUMINUM TRIM, MOUNTING

HARDWARE, AND SEALANTS.

THE EXISTING 1975 WINDOW

REPLACEMENT SHOP DRAWINGS

SUGGEST THAT THESE HORIZONTAL

MULLIONS ARE THE HISTORIC WOOD

WINDOW. COORDINATE WITH NEW

WINDOW INSTALLER TO REMOVE THIS

MULLION AND REPLICATE IT IN THE NEW

WORK MEETING THE PERFORMANCE

CRITERIA OF THE NEW WINDOWS.

DEMOLITION SHEET NOTES

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

1. REMOVE EXISTING ALUMINUM WINDOW SYSTEM, INCLUDING

TRIM, SEALANTS AND MOUNTING HARDWARE. PROTECT INTERIOR

FINISHES AND ORIGINAL WOOD WINDOW FRAME, IF EXISTENT.

2. REMOVE AND SALVAGE EXISTING WINDOW GRILL.

3. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS COMPLETE.

4. FEILD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM OWNER

SUPPLIED DOCUMENTS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:4

P

M

DEMOLITION WINDOW

DETAILS

AD5.2.1

A ut ho r

13560.00

SCALE: 6" = 1'-0"

WINDOW TYPE H HEAD TRANSOME

SCALE: 6" = 1'-0"

WINDOW TYPE L TRANSOME

SCALE: 6" = 1'-0"

WINDOW TYPE M TRANSOME

GENERAL SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

MULTIPLE TRIM TYPES ARE

PRESENT FOR THESE WINDOW

TYPES. CONTRACTOR IS TO

DOCUMENT EXISTING TRIM FOR

EACH OPENING AND ADAPT FOR

INCLUSION IN THE NEW WORK.

EXISTING INTERIOR TRIM

RAKE OUT MORTAR JOINT

AROUND PERIMETER OF

WINDOW FOR TUCK POINTING

EXISTING INTERIOR

WOOD TRIM

EXISTING MASONRY

BACK-UP WALL

EXISTING PLASTER OVER SPEED

TILE LATH

CUT OUT AND DISMANTLE SECTION

OF EXISTING WOOD WINDOW FRAME,

COORDINATE WITH WINDOW

INSTALLER FOR JAMB ANCHOR

LOCATIONS AND SIZE

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES

EXISTING EXTERIOR

WOOD TRIM

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

EXISTING WOOD WINDOW

FRAME AND ASSOCIATED

INTERIOR WOOD TRIM.

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

DEMOLITION SHEET NOTES

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

1. REMOVE EXISTING ALUMINUM WINDOW SYSTEM, INCLUDING

TRIM, SEALANTS AND MOUNTING HARDWARE. PROTECT INTERIOR

FINISHES AND ORIGINAL WOOD WINDOW FRAME, IF EXISTENT.

2. REMOVE AND SALVAGE EXISTING WINDOW GRILL.

3. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS COMPLETE.

4. FEILD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM OWNER

SUPPLIED DOCUMENTS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:4

P

M

DEMOLITION WINDOW

DETAILS

AD5.2.2

A ut ho r

13560.00

SCALE: 6" = 1'-0"

WINDOW TYPES A ,C ,J ,K ,L ,M , & N HEAD

SCALE: 6" = 1'-0"

WINDOW TYPES A ,C ,I ,J ,K ,L ,M , & N JAMB

SCALE: 6" = 1'-0"

WINDOW TYPES A ,C ,E ,I ,J ,K ,L ,M , & N SILL

GENERAL SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

MULTIPLE TRIM TYPES ARE

PRESENT FOR THESE WINDOW

TYPES. CONTRACTOR IS TO

DOCUMENT EXISTING TRIM FOR

EACH OPENING AND ADAPT FOR

INCLUSION IN THE NEW WORK.

RAKE OUT MORTAR JOINT

AROUND PERIMETER OF

WINDOW FOR TUCK POINTING

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

EXISTING WOOD WINDOW

FRAME AND ASSOCIATED

INTERIOR WOOD TRIM.

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

EXISTING MASONRY

BACK-UP WALL

EXISTING PLASTER OVER

SPEED TILE LATH

CUT OUT AND DISMANTLE

SECTION OF EXISTING WOOD

WINDOW FRAME, COORDINATE

WITH WINDOW INSTALLER FOR

JAMB ANCHOR LOCATIONS AND

SIZE

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES

EXISTING EXTERIOR

WOOD TRIM

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

DEMOLITION SHEET NOTES

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

1. REMOVE EXISTING ALUMINUM WINDOW SYSTEM, INCLUDING

TRIM, SEALANTS AND MOUNTING HARDWARE. PROTECT INTERIOR

FINISHES AND ORIGINAL WOOD WINDOW FRAME, IF EXISTENT.

2. REMOVE AND SALVAGE EXISTING WINDOW GRILL.

3. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS COMPLETE.

4. FEILD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM OWNER

SUPPLIED DOCUMENTS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:4

P

M

DEMOLITION WINDOW

DETAILS

AD5.2.3

A ut ho r

13560.00

SCALE: 6" = 1'-0"

WINDOW TYPES A & G HEAD

SCALE: 6" = 1'-0"

WINDOW TYPES A & G SILL

SCALE: 6" = 1'-0"

WINDOW TYPES A & G JAMB

GENERAL SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

EXISTING WOOD WINDOW

FRAME AND ASSOCIATED

INTERIOR WOOD TRIM.

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

MULTIPLE TRIM TYPES ARE

PRESENT FOR THESE WINDOW

TYPES. CONTRACTOR IS TO

DOCUMENT EXISTING TRIM FOR

EACH OPENING AND ADAPT FOR

INCLUSION IN THE NEW WORK.

RAKE OUT MORTAR JOINT

AROUND PERIMETER OF

WINDOW FOR TUCK POINTING

EXISTING MASONRY

BACK-UP WALL

EXISTING PLASTER OVER

SPEED TILE LATH

CUT OUT SECTION OF EXISTING

WOOD WINDOW FRAME,

COORDINATE WITH WINDOW

INSTALLER FOR JAMB ANCHOR

LOCATIONS AND SIZE

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

DEMOLITION SHEET NOTES

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

1. REMOVE EXISTING ALUMINUM WINDOW SYSTEM, INCLUDING

TRIM, SEALANTS AND MOUNTING HARDWARE. PROTECT INTERIOR

FINISHES AND ORIGINAL WOOD WINDOW FRAME, IF EXISTENT.

2. REMOVE AND SALVAGE EXISTING WINDOW GRILL.

3. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS COMPLETE.

4. FEILD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM OWNER

SUPPLIED DOCUMENTS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:4

P

M

DEMOLITION WINDOW

DETAILS

AD5.2.4

A ut ho r

13560.00

SCALE: 6" = 1'-0"

WINDOW TYPES G, K, & O SILL

SCALE: 6" = 1'-0"

WINDOW TYPES G & K HEAD

SCALE: 6" = 1'-0"

WINDOW TYPES G, K, & O JAMB

GENERAL SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

MULTIPLE TRIM TYPES ARE

PRESENT FOR THESE WINDOW

TYPES. CONTRACTOR IS TO

DOCUMENT EXISTING TRIM FOR

EACH OPENING AND ADAPT FOR

INCLUSION IN THE NEW WORK.

EXISTING INTERIOR TRIM

RAKE OUT MORTAR JOINT

AROUND PERIMETER OF

WINDOW FOR TUCK POINTING

SASH OPENING

EXISTING INTERIOR

WOOD TRIM

EXISTING MASONRY

BACK-UP WALL

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES

EXISTING EXTERIOR

WOOD TRIM

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

EXISTING WOOD WINDOW

FRAME AND ASSOCIATED

INTERIOR WOOD TRIM.

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

DEMOLITION SHEET NOTES

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

1. REMOVE EXISTING ALUMINUM WINDOW SYSTEM, INCLUDING

TRIM, SEALANTS AND MOUNTING HARDWARE. PROTECT INTERIOR

FINISHES AND ORIGINAL WOOD WINDOW FRAME, IF EXISTENT.

2. REMOVE AND SALVAGE EXISTING WINDOW GRILL.

3. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS COMPLETE.

4. FEILD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM OWNER

SUPPLIED DOCUMENTS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:5

P

M

DEMOLITION WINDOW

DETAILS

AD5.2.5

A ut ho r

13560.00

SCALE: 6" = 1'-0"

WINDOW TYPE E HEAD

SCALE: 6" = 1'-0"

WINDOW TYPE E JAMB

SCALE: 6" = 1'-0"

WINDOW TYPE E SILL

GENERAL SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

EXISTING INTERIOR

WOOD TRIM

EXISTING MASONRY

BACK-UP WALL

EXISTING PLASTER OVER SPEED

TILE LATH

CUT OUT AND DISMANTLE SECTION

OF EXISTING WOOD WINDOW FRAME,

COORDINATE WITH WINDOW

INSTALLER FOR JAMB ANCHOR

LOCATIONS AND SIZE

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES

EXISTING EXTERIOR

WOOD TRIM

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

MULTIPLE TRIM TYPES ARE

PRESENT FOR THESE WINDOW

TYPES. CONTRACTOR IS TO

DOCUMENT EXISTING TRIM FOR

EACH OPENING AND ADAPT FOR

INCLUSION IN THE NEW WORK.

EXISTING INTERIOR TRIM

RAKE OUT MORTAR JOINT

AROUND PERIMETER OF

WINDOW FOR TUCK POINTING

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

EXISTING WOOD WINDOW

FRAME AND ASSOCIATED

INTERIOR WOOD TRIM.

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

DEMOLITION SHEET NOTES

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

1. REMOVE EXISTING ALUMINUM WINDOW SYSTEM, INCLUDING

TRIM, SEALANTS AND MOUNTING HARDWARE. PROTECT INTERIOR

FINISHES AND ORIGINAL WOOD WINDOW FRAME, IF EXISTENT.

2. REMOVE AND SALVAGE EXISTING WINDOW GRILL.

3. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS COMPLETE.

4. FEILD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM OWNER

SUPPLIED DOCUMENTS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:5

P

M

DEMOLITION WINDOW

DETAILS

AD5.2.6

A ut ho r

13560.00

SCALE: 6" = 1'-0"

WINDOW TYPES E & J JAMB

SCALE: 6" = 1'-0"

WINDOW TYPES E & J HEAD

SCALE: 6" = 1'-0"

WINDOW TYPES E & J SILL

GENERAL SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

EXISTING WOOD WINDOW

FRAME AND ASSOCIATED

INTERIOR WOOD TRIM.

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.EXISTING MASONRY

BACK-UP WALL

EXISTING PLASTER OVER SPEED

TILE LATH

CUT OUT AND DISMANTLE SECTION

OF EXISTING WOOD WINDOW FRAME,

COORDINATE WITH WINDOW

INSTALLER FOR JAMB ANCHOR

LOCATIONS AND SIZE

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES

EXISTING EXTERIOR

WOOD TRIM

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

MULTIPLE TRIM TYPES ARE

PRESENT FOR THESE WINDOW

TYPES. CONTRACTOR IS TO

DOCUMENT EXISTING TRIM FOR

EACH OPENING AND ADAPT FOR

INCLUSION IN THE NEW WORK.

RAKE OUT MORTAR JOINT

AROUND PERIMETER OF

WINDOW FOR TUCK POINTING

DEMOLITION SHEET NOTES

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

1. REMOVE EXISTING ALUMINUM WINDOW SYSTEM, INCLUDING

TRIM, SEALANTS AND MOUNTING HARDWARE. PROTECT INTERIOR

FINISHES AND ORIGINAL WOOD WINDOW FRAME, IF EXISTENT.

2. REMOVE AND SALVAGE EXISTING WINDOW GRILL.

3. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS COMPLETE.

4. FEILD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM OWNER

SUPPLIED DOCUMENTS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:5

P

M

DEMOLITION WINDOW

DETAILS

AD5.2.7

A ut ho r

13560.00

SCALE: 6" = 1'-0"

WINDOW TYPE I SILL

SCALE: 6" = 1'-0"

WINDOW TYPE I JAMB

SCALE: 6" = 1'-0"

WINDOW TYPE I HEAD

GENERAL SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

EXISTING WOOD WINDOW

FRAME AND ASSOCIATED

INTERIOR WOOD TRIM.

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES.

MULTIPLE TRIM TYPES ARE

PRESENT FOR THESE WINDOW

TYPES. CONTRACTOR IS TO

DOCUMENT EXISTING TRIM FOR

EACH OPENING AND ADAPT FOR

INCLUSION IN THE NEW WORK.

RAKE OUT MORTAR JOINT

AROUND PERIMETER OF

WINDOW FOR TUCK POINTING

EXISTING MASONRY

BACK-UP WALL

EXISTING PLASTER OVER SPEED

TILE LATH

CUT OUT AND DISMANTLE SECTION

OF EXISTING WOOD WINDOW FRAME,

COORDINATE WITH WINDOW

INSTALLER FOR JAMB ANCHOR

LOCATIONS AND SIZE

REMOVE EXISTING ALUMINUM

WINDOW SYSTEM INCLUDING

SEALANTS, SHIMS, AND

MOUNTING ACCESSORIES

RAKE OUT MORTAR JOINT

AROUND PERIMETR OF

WINDOW FOR TUCK

POINTING

DEMOLITION SHEET NOTES

1. REMOVE PAINT FROM EXISTING WOOD WINDOW ELEMENTS

TO RECIEVE FLUID APPLIED AIR BARRIERS.

2. PROTECT INTERIOR WOOD TRIM AND FINISHES TO REMAIN.

DAMAGE TO THESE ELEMENTS DURING THE CONSTRUCTION

WILL HAVE TO BE CORRECTED TO MATCH SURROUNDING

CONDITIONS.

3. DIMENSIONS AND WALL AND WINDOW DETAILING ARE

DERIVED FROM OWNER PROVIDED CONSTRUCTION

DOCUMENTS FROM 1892, 1911, 1931 AND 2016, ALONG WITH

WINDOW REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD

VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS

FROM THESE DOCUMENTS.

4. TO THE GREATEST EXTENT POSSIBLE, MINIMIZE REMOVAL OF

EXISTING WOOD WINDOW FRAME AT LOCATIONS OF NEW

ANCHORS.

1. REMOVE EXISTING ALUMINUM WINDOW SYSTEM, INCLUDING

TRIM, SEALANTS AND MOUNTING HARDWARE. PROTECT INTERIOR

FINISHES AND ORIGINAL WOOD WINDOW FRAME, IF EXISTENT.

2. REMOVE AND SALVAGE EXISTING WINDOW GRILL.

3. REMOVE AND SALVAGE WINDOW TREATMENTS FOR

REINSTALLATION AFTER NEW WINDOW WORK IS COMPLETE.

4. FEILD VERIFY DIMENSIONS. DIMENSIONAL INFORMATION

CONTAINED IN THESE DOCUMENTS ORIGINATED FROM OWNER

SUPPLIED DOCUMENTS.

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:5

P

M

DEMOLITION WINDOW

DETAILS

AD5.2.8

A ut ho r

13560.00

SCALE: 6" = 1'-0"

WINDOW TYPE G SILL

SCALE: 6" = 1'-0"

WINDOW TYPE G HEAD

SCALE: 6" = 1'-0"

WINDOW TYPE G JAMB

GENERAL SHEET NOTES

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

FOR PHOTO, REFER TO

DETAIL , & /55 A5.2.5 /69 A5.2.5 /40 A5.2.5

FOR PHOTO, REFER TO

DETAIL & /56 A5.2.5 /72 A5.2.5

FOR PHOTO, REFER TO

DETAIL & /69 A5.2.6 /72 A5.2.6

FOR PHOTO, REFER TO

DETAIL & /53 A5.2.6 /56 A5.2.6

FOR PHOTO, REFER TO DETAIL &/18 A5.2.6 /50 A5.2.5

FOR PHOTO, REFER TO

DETAIL & /66 A5.2.6/50 A5.2.6

/34 A5.2.6FOR PHOTO, REFER TO DETAIL

FOR PHOTO, REFER TO

DETAIL & /21 A5.2.6 /24 A5.2.6

FOR PHOTO, REFER TO DETAIL /37 A5.2.6

9 BOLTS8 BOLTS7 BOLTS6 BOLTS5 BOLTS4 BOLTS2 BOLTS

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:0

P

M

EXTERIOR WINDOW TYPE

SCHEDULE

A4.2.1

A ut ho r

13560.00

SCALE: 3/8" = 1'-0"

WINDOW TYPE J

SCALE: 3/8" = 1'-0"

WINDOW TYPE G

SCALE: 3/8" = 1'-0"

WINDOW TYPE A

SCALE: 3/8" = 1'-0"

WINDOW TYPE E

SCALE: 3/8" = 1'-0"

WINDOW TYPE D

SCALE: 3/8" = 1'-0"

WINDOW TYPE H

SCALE: 3/8" = 1'-0"

WINDOW TYPE F

SCALE: 3/8" = 1'-0"

WINDOW TYPE I

SCALE: 3/8" = 1'-0"

WINDOW TYPE L

SCALE: 3/8" = 1'-0"

WINDOW TYPE B

SCALE: 3/8" = 1'-0"

WINDOW TYPE C

SCALE: 1/4" = 1'-0"

WINDOW TYPE K

GENERAL SHEET NOTES

NOTES:

1. MIN. EDGE DISTANCE 4"

2. MINIMUM SPACING 8"

SCALE: 3/4" = 1'-0"

ANCHOR GROUPS

SCALE: 3/8" = 1'-0"

WINDOW TYPE M

1. DIMENSIONS AND WINDOW DETAILING ARE DERIVED FROM

OWNER PROVIDED CONSTRUCTION DOCUMENTS FROM

1892, 1911, 1931 AND 2016, ALONG WITH WINDOW

REPLACEMENT SHOP DRAWINGS FROM 1975. FIELD VERIFY

DIMENSIONS AND NOTIFY ARCHITECT OF DEVIATIONS FROM

THESE DOCUMENTS.

35% CONCEPTUAL DESIGN

SUBMITTAL

1 07/29/2022

65% MID-POINT DESIGN SUBMITTAL 2 10/20/2023

95% PRE-FINAL DESIGN SUBMITTAL 3 12/26/2023

100% FINAL DESIGN SUBMITTAL 4 04/02/2024

CONSTRUCTION SET 5 12/06/2024

SHEET NUMBER

PROJECT NUMBER

SHEET TITLE

SEALS AND SIGNATURES

ISSUED FOR REV DATE

500 GRISWOLD

SUITE 1700

DETROIT, MI 48226

313.983.3600 smithgroup.com

P lo t D at e:

SIOUX FALLS

COURTHOUSE IRA

WINDOW REPLACEMENT

400 SOUTH PHILLIPS AVE

SIOUX FALLS, SOUTH DAKOTA 57104

NOT FOR

CONSTRUCTION

/5

/2

8:

:0

P

M

WINDOW SCHEDULE

A4.2.2

A ut ho r

13560.00

WINDOW SCHEDULE

WINDOW

MARK

WINDOW

TYPE

ANCHOR

GROUP

SASH

OPENING

CLEAR

OPENING

DOUBLE HUNG

OVERALL

FRAME

HEAD

DETAIL

JAM

DETAIL

SILL

DETAIL REMARKS

S116 C 3 36/A5.2.1 40/A5.2.1 72/A5.2.1 3

S117 D 3 18" x 90" 17 1/2" x 90" 36/A5.2.1 40/A5.2.1 72/A5.2.1 1

S118 D 3 18" x 90" 17 1/2" x 90" 36/A5.2.1 40/A5.2.1 72/A5.2.1 1

S119 C 3 36/A5.2.1 40/A5.2.1 72/A5.2.1 3

S120 D 3 18" x 90" 17 1/2" x 90" 36/A5.2.1 40/A5.2.1 72/A5.2.1 1

S201 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S202 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S203 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S204 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S205 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S206 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S207 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S208 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S209 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S210 D 3 16 1/2" x 58 3/4" 16" x 58 3/4" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S211 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S212 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S213 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S214 J 6 40 1/2" x 84" 39" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

S215 D 3 16 1/2" x 58 3/4" 16" x 58 3/4" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S216 J 6 44 1/2" x 84" 43" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 2,3

S217 J 6 40 1/2" x 84" 43" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 2,3

S218 J 6 40 1/2" x 84" 43" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 2,3

S219 J 6 44 1/2" x 84" 43" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 2,3

S220 J 6 40 1/2" x 84" 43" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 2,3

S221 J 6 40 1/2" x 84" 43" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 2,4

S222 J 6 40 1/2" x 84" 43" x 84" 36/A5.2.2 40/A5.2.2 72/A5.2.2 2,4

S223 G 6 32" x 84 3/4" 31 1/2" x 83 3/8" 36/A5.2.2 40/A5.2.2 72/A5.2.2 1,2,4

S224 G 6 40 1/2" x 84" 32" x 84 3/4" 31 1/2" x 83 3/8" 36/A5.2.2 40/A5.2.2 72/A5.2.2 1,2,4

S225 G 6 40 1/2" x 84" 32" x 84 3/4" 31 1/2" x 83 3/8" 36/A5.2.2 40/A5.2.2 72/A5.2.2 1,2,4

S226 G 6 40 1/2" x 84" 32" x 84 3/4" 31 1/2" x 83 3/8" 36/A5.2.2 40/A5.2.2 72/A5.2.2 1,2,4

S227 B 1 36/A5.2.1 40/A5.2.1 72/A5.2.1 2, 3

S228 D 4 16" x 84 3/4" 15 1/2" x 83 3/8" 36/A5.2.1 40/A5.2.1 72/A5.2.1 1, 2

S229 B 1 36/A5.2.1 40/A5.2.1 72/A5.2.1 2, 3

S230 D 4 16" x 84 3/4" 15 1/2" x 83 3/8" 36/A5.2.1 40/A5.2.1 72/A5.2.1 1, 2

S231 B 1 36/A5.2.1 40/A5.2.1 72/A5.2.1 2, 3

S232 D 4 16" x 84 3/4" 15 1/2" x 83 3/8" 36/A5.2.1 40/A5.2.1 72/A5.2.1 1, 2

S301 F 2 44 1/2" x 46" 43" x 45 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S302 F 2 44 1/2" x 46" 43" x 45 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S303 F 2 44 1/2" x 46" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S304 F 2 44 1/2" x 46" 43" x 45 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S305 F 2 32 1/2" x 46 31 1/2" x 46" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S306 F 2 32 5/8" x 71" 15" x 70 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2 2

S307 F 2 44 5/8" x 71" 43" x 70 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2 2

S308 D 3 36/A5.2.2 40/A5.2.2 72/A5.2.2 2

S309 F 2 32 5/8" x 71" 31" x 70 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S310 F 2 32 5/8" x 71" 31" x 70 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S311 F 2 32 5/8" x 71" 31" x 70 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S312 F 2 32 5/8" x 71" 31" x 70 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S313 D 3 16 5/8" x 71" 15" x 70 1/2" 36/A5.2.1 40/A5.2.1 72/A5.2.1

S314 D 3 16 5/8" x 71" 15" x 70 1/2" 36/A5.2.1 40/A5.2.1 72/A5.2.1

S315 D 3 16 5/8" x 71" 15" x 70 1/2" 36/A5.2.1 40/A5.2.1 72/A5.2.1

S401 E 5 32 5/8" x 60" 31" x 59 1/4" 36/A5.2.2 40/A5.2.2 72/A5.2.2

S402 E 5 32 5/8" x 60" 31" x 59 1/4" 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB01 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB02 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB03 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB04 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB05 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB06 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB07 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB08 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB09 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

SB10 A 4 N/A 36/A5.2.2 40/A5.2.2 72/A5.2.2

W101 D 3 18" x 90" 17 1/2" x 90" 36/A5.2.1 40/A5.2.1 72/A5.2.1 1

W102 D 3 18" x 90" 17 1/2" x 90" 36/A5.2.1 40/A5.2.1 72/A5.2.1 1

W103 C 3 36/A5.2.1 40/A5.2.1 72/A5.2.1 3

W104 H 7 80 1/2" x 150 1/2" 39" x 105 1/4" 36/A5.2.2 40/A5.2.2 72/A5.2.2 4

W105 H 7 80 1/2" x 150 1/2" 39" x 105 1/4" 36/A5.2.2 40/A5.2.2 72/A5.2.2 3

W106 L 7 33 1/8" x 100 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2 1, 3

W107 M 36/A5.2.2 40/A5.2.2 72/A5.2.2

W108 L 7 33 1/8" x 100 1/2" 36/A5.2.2 40/A5.2.2 72/A5.2.2 1, 3

W109 H 7 80 1/2" x 150 1/2" 39" x 105 1/4"…