011305001 - REPLACE WINDOWS VERMILLION GUN SHED - CONSTRUCTION DRAWINGS.pdf

PDF 6 MB Posted

Attached to
Replace Exterior Windows-Vermillion Gun Shed
Solicitation number
26IFB19979
Issued by
Clay County, South Dakota

About this file

This document is a set of construction drawings for the South Dakota Department of the Military for a window and door replacement project at the Vermillion Gun Shed located at 115 South Market Street, Vermillion, South Dakota. The project involves replacing exterior doors and windows throughout the facility, with the scope including demolition of existing steel frame windows and bar grating, installation of new aluminum windows, infill of select openings with metal stud wall framing and insulated metal wall panels, and patching of existing masonry, stucco, and concrete surfaces. The drawings, dated September 14, 2026, are issued at 100% construction document level and include a complete architectural drawing set comprising a title sheet, architectural information sheet, demolition floor plan and elevations, floor plans with window elevations and alternates, exterior building elevations for all four sides, and detailed wall sections and connection details. The project includes base bid work with an identified Alternate #1 for window infill panel options, and the drawings indicate field verification of dimensions is required for all windows and metal panel installations.

The drawings specify new aluminum fixed windows with insulated, tinted low-emissivity glass in various configurations, identification of existing elements to remain (including hollow metal doors, overhead sectional doors, aluminum windows, and masonry/stucco surfaces), and detailed construction specifications for wall assemblies utilizing 3 5/8-inch metal studs with batt insulation, gypsum sheathing, weather barriers, and 2-inch insulated metal panels with specific attachment details. The project requires the contractor to perform field verification of all existing conditions and dimensions, coordinate work among trades, assume responsibility for demolition and removal coordination, and address any hazardous materials encountered during work per established protocols. Existing precast concrete sills are to remain with patching and repair of damaged areas, and specific notation indicates that applied muntins on existing steel windows must be matched across all new window installations.

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Text version

PROJECT LOCATION MAP

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PROJECT LOCATION

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SOUTH DAKOTA DEPARTMENT OF THE MILITARY

REPLACE EXTERIOR DOORS AND WINDOWS - VERMILLION GUN SHED

115 SOUTH MARKET STREET

VERMILLION, SD.

100% CONSTRUCTION DRAWINGS

SEPTEMBER 14, 2026

SOUTH DAKOTA

011305001-0-G001 TITLE SHEET

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ARCHITECTURAL

A 00 ARCHITECTURAL INFO SHEET

A001 DEMOLITION FLOOR PLAN

A002 DEMOLITION ELEVATIONS

A101 FLOOR PLANS, WINDOW ELEVATIONS, AND ALTERNATES

A201 EXTERIOR BUILDING ELEVATIONS

A401 WALL SECTIONS & DETAILS

GENERAL

G001 TITLE SHEET

DRAWING INDEX

09/14/2026

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011305001-2-A 00 ARCHITECTURAL INFO SHEET

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T A

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

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

EXISTING

COLUMN

NEW COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

XXXX

DX

X

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

NOTE

REFERENCE

DEMOLITION

NOTE

EQUIPMENT

NUMBER

ROOM NAME

150 SF

ROOM

NUMBER

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES EXISTING

COLUMN LINE

SECTION/DETAIL NUMBER

SHEET NUMBER

INDICATES DIRECTION OF

VIEW

DETAIL NUMBER

SHEET NUMBER

REFERENCE

DESIGNATION

DEMOLITION

DESIGNATION

EQUIPMENT

NUMBER

ROOM NAME DESIGNATION

ROOM NUMBER DESIGNATION

ROOM AREA DESIGNATION

SYMBOL LEGEND

ROOM / FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

DOOR NUMBER

DOOR NUMBER10

WINDOW

DESIGNATION

WINDOW DESIGNATION000

TA-X

TOILET

ACCESSORY

TOILET ACCESSORY

NUMBER

PARTITION

TYPE

STRUCTURAL WALL

ASSEMBLY

XX8

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE DRAWING

ABBREVIATIONS REF. DEMO NOTES ( )

REFERENCE LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

MASONRY-VENEER

STUD WALL

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH / NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

ARCHITECTURAL SHEET LIST

PROJECT ARCHITECTURAL REFERENCED DEMOLITION NOTES

GENERAL NOTES XDXGENERAL DEMO NOTES

PROJECT ARCHITECTURAL REFERENCED NOTES

REF. NOTES ( )

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SB SECURITY BARS

SB SPLASH BLOCK

SCH SCHEDULE

SCHED SCHEDULE

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

SCW SOFT COLD WATER

SD STORM DRAIN

SD SUBDRAIN

SDI STEEL DECK INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

SF SQUARE FOOT (FEET)

SFU STRUCTURAL FACING

UNIT

SHLD SHOULDER

SHT SHEET

SHTG SHEATHING

SHW SOFT HOT WATER

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO

BACK

SM SPRINKLER MAIN

SOV SHUT OFF VALVE

SPA SPACE(ING)

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SANITARY SEWER

SS STAINLESS STEEL

SSMR STANDING SEAM METAL

ROOFING

STA STATION

STAIR STAIRWAY

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

SUB FL SUB FLOOR

SUCT SUCTION

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCH BOARD

SYM SYMMETRICAL

T TREAD

T or TLT TOILET

TAN TANGENT

TBD TACK BOARD

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

THRD THREAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOPO TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TW TEMPERED WATER

TWR TEMPERED WATER

RETURN

TYP TYPICAL

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UPS UNINTERRUPTIBLE

POWER SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VD VAULT DOOR

VEL VELOCITY

VENT VENTILATOR(ION)

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY

DRIVE

VOL VOLUME

VPC VERTICAL POINT OF

CURVATURE

VPI VERTICAL POINT OF

INTERSECTION

VPT VERTICAL POINT OF

TANGENCY

VS VENT STACK

VT VINYL-TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W WIDE (WIDTH)

W WIRE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WC WATER COLUMN

WD WASTE DRAIN

WD WOOD

WD BLKG WOOD BLOCKING

WD DR WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHT WHITE

WI WROUGHT IRON

WKSH WORK SHOP

WL WIND LOAD

WNSCT WAINSCOT

WP WEATHER PROOF

WP WORK POINT

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

XFMR TRANSFORMER

YD YARD or YARD DRAIN

LBS POUNDS

LD LOAD

LDG LOADING

LE LEFT END

LG LENGTH (LONG)

LIN LINEAR

LIS LAWN IRRIGATION

SYSTEM

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LP LOW POINT

LPG LIQUIFIED PETROLEUM

GAS

LPS LOW PRESSURE STEAM

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVT LUXURY VINYL TILE

M MIDDLE

M THOUSAND

M & B MATCHED AND BEADED

MA MAKE-UP AIR

MACH MACHINE

MAS MASONRY

MAT or

MATL

MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBH 1000 BTUH

MC MEDICINE CABINET

MC MISCELLANEOUS

CHANNELS

MECH MECHANICAL

MER MECHANICAL EQUIPMENT

ROOM

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MT METAL THRESHOLD

MTD MOUNTED

N NORTH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO NUMBER

NR NOT REQUIRED

NS NEAR SIDE

NTS NOT TO SCALE

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

OS & Y OUTSIDE SCREW & YOKE

OSF OUTSIDE FACE

OV OVERFLOW VALVE

OX OXYGEN

OZ OUNCE

P PAINT

PA PUBLIC ADDRESS

PBS PUSH BUTTON STATION

PC PIECE

PC POINT OF CURVATURE

PC PRECAST

PCC PORTLAND CEMENT

CONCRETE

PCT PORCELAIN CERAMIC TILE

PD PRESSURE DROP

PE POLYETHYLENE

PEN PENETRATION

PERF PERFORATED

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PL or P PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLWD PLYWOOD

PNL PANEL

POL POLISH(ED)

PORC PORCELAIN

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRESS PRESSURE

PROJ PROJECT

PRV PRESSURE REGULATING

VALVE

PS PRESSED STEEL

PSFT POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT POINT

PT POINT OF TANGENCY

PTD PAINTED

PTN PARTITION

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

1/4 RD QUARTER ROUND

QT QUARRY TILE

QT QUART

QTRS QUARTERS

QTY QUANTITY

QTZ QUARTZ

R REGISTER

R RISER

RA RETURN AIR

RAD OR

R

RADIUS

RB RESILIENT BASE

RC REMOTE CONTROL

RCP REINFORCED CONCRETE

PIPE

RD ROOF DRAIN

RE RIGHT END

REC RECEIVER

RECP RECEPTACLE

RECR RECREATION

RECT RECTIFIER

REF REFERENCE

REFR REFRIGERANT

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

REV REVISIONS

RFG ROOFING

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER

MINUTE

RT RUBBER TILE

RTU ROOF TOP UNIT

RUB RUBBER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DIST DISTRIBUTION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DAMP PROOFING

DPT DEW POINT

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DV DENTAL VACUUM

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E EAST

EA EACH

EA EXHAUST AIR

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY

RATIO

EJ EXPANSION JOINT

EL OR

ELEV

ELEVATION - GRADE OR

BUILDING

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENT ENTERING

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EVAP EVAPORATOR

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

F

FIRE

FA FRESH AIR

FCG FACING

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER

BRACKET

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG FLOORING

FLUOR FLUORESCENT

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

FS FAR SIDE

FS FLOOR SINK

FS FULL SIZE

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G GRILLE

G NATURAL GAS

GA GAGE OR GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERAL

GFE GOVERNMENT FURNISHED

EQUIPMENT

GFE/CI GOVERNMENT FURNISHED

EQUIPMENT/CONTRACTOR

INSTALLED

GFI GROUND FAULT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL

CONDUIT

GRTG GRATING

GSU GLAZED STRUCTURAL

UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H or HT HEIGHT (HIGH)

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HD HEAD

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HIP HIGH PRESSURE

HM HOLLOW METAL

HORIZ HORIZONTAL(LY)

HP HORSE POWER

HPS HIGH PRESURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH STRENGTH GYPSUM

PLASTER

HTG HEATING

HTR HEATER

HW HEAD WALL

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

(HEATING)

HWS HOT WATER SUPPLY

(HEATING)

HYD HYDRAULIC

I or FE IRON

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IES ILLUMINATING

ENGINEERING SOCIETY

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT OR INVERTER

IP IRON PIPE

ISF INSIDE FACE

JB JUNCTION BOX

JBOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KCP KEENE'S CEMENT

PLASTER

KIP or K KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATT

LAB LABORATORY

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

A COMPRESSED AIR

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTAD

STYRENE

AC ALTERNATING CURRENT

ACI AMERICAN CONCRETE

INSTITUTE

ACSR ALUMINUM CONDUCTOR

STEEL REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

AD AREA DRAIN

ADMIN ADMIN ADMINISTRATION

(IVE)

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING

FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING

CAPACITY (SYM RMS)

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ACTIVE LEAF

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

ARI AMERICAN

REFRIGERATION

INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

APC ACOUSTICAL PANEL

CEILING

AUTO AUTOMATIC

AV ACID VENT

AVG AVERAGE

AW ACID WASTE

AWC ACOUSTICAL WALL

COVERING

AWG AMERICAN WIRE GAUGE

L ANGLE

BATT BATT INSULATION

BB BULLETIN BOARD

BBO BOILER BLOW OFF

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BKR BREAKER

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CENTER

C OR

CND

CONDUIT (ELECTRICAL

SHEETS)

C TO C CENTER TO CENTER

CAP CAPACITY

CB CATCH BASIN (OR CIRCUIT

BREAKER)

CC CENTER TO CENTER

CCT CIRCUIT

CD CONDENSATE DRAIN

CE COVER ELEVATION

CEM CEMENT

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHIM CHIMNEY

CI CAST IRON

CI CURB INLET

CIP CAST IN PLACE

CIR CIRCULAR

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CL WG CLEAR WIRE GLASS

CLG CEILING

CLKG CAULKING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY

UNIT

CNTR COUNTER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMPR COMPRESSOR

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR

JT

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CONTR CONTRACTOR

COR CORNER

CORR

COVEREDCOV

CORRIDOR

CPL CEMENT PLASTER

CPS CYCLES PER SECOND

(HERTZ)

CPT CARPET

CR CONDENSER WATER

RETURN

CRES CORROSIVE RESISTANT

STEEL

CRG CARRIAGE

CRSE COURSE

CS CONDENSER WATER

SUPPLY

CS COUNTER SINK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

CTL CARPET TILE

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D DEPTH (DEEP)

D DIFFUSER

d PENNY (as in nail - 10d)

D&M DRESSED AND MATCHED

DA DOUBLE ACTING

DB DRY BULB

dB DECIBEL

DBL DOUBLE

DC DIRECT CURRENT

DCJ DOWELED CONTROL

JOINT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DCW DOMESTIC COLD WATER

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHW DOMESTIC HOT WATER

DI DEIONIZED WATER

DIA DIAMETER

CLO CLOSET

FR FIRE RATED

U/C UNDER CABINET

NORTH

CBU CEMENTITIOUS BACKER

UNIT

F FLUSH or FRAME

FG FULL GLASS

G GLASS or GLASS TYPE

HG HALF GLASS

NV NARROW VISION

V VISION

SL SLIDING

BF(2) BIFOLD (DOUBLE)

IG INSULATED GLASS

SS SOLID SURFACE

WIDTH DEPTH

HEIGHT

CABINET DESIGN SERIES

MODELCASEWORK

TAG

DWR DRAWER

CAB CABINET

MICRO MICROWAVE

SHV SHELF OR SHELVES

SNGL SINGLE

UNIQUE SUBSTRATE AND

FINISH LAYERS

RENUMBERED PER PROJECT

G001 TITLE SHEET

A 00 ARCHITECTURAL INFO SHEET

A001 DEMOLITION FLOOR PLAN

A002 DEMOLITION ELEVATIONS

A101 FLOOR PLANS, WINDOW ELEVATIONS, AND

ALTERNATES

A201 EXTERIOR BUILDING ELEVATIONS

A401 WALL SECTIONS & DETAILS

A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL DRAWINGS

PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION. DIMENSIONS AND EXISTING

CONDITIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS.

ITEMS WHICH ARE INTENDED TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS

FULL-TONE DASHED LINES AND ARE LISTED IN THE REFERENCED DEMOLITION NOTES. ALL

OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND ARE SHOWN HALF-TONE.

B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS BELOW OR HERE-IN. THE

CONTRACTOR SHALL COORDINATE ALL REQUIRED RENOVATION AND NEW CONSTRUCTION

WITH THE EXISTING BUILDING TO IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION

REQUIRED AND AS LISTED BELOW.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL

EXISTING BUILDING COMPONENTS, MATERIALS, EQUIPMENT, AND APPURTENANCES AS

REQUIRED TO BUILD, ERECT, INSTALL, OR ACCOMMODATE ALL NEW CONSTRUCTION WITH

THE OWNER HAVING FIRST RIGHT OF REFUSAL ON ALL ITEMS.

D. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE CAREFULLY

REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND STORED OR REINSTALLED ON THE

SITE AS DIRECTED. REMOVED AND SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE

OWNER.

E. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL REASONABLY

BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY OTHER HAZARDOUS MATERIAL

WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP

WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND

ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT THEREAFTER BE

RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE OWNER AND CONTRACTOR.

F. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE, AND REMOVAL OF

ALL CONSTRUCTION BARRIERS.

J. REMOVE EXISTING ELEMENTS/FINISHES NOT REQUIRED IN THE COMPLETED PROJECT, BUT

CONFLICTING WITH NEW FINISHES. THESE ELEMENTS/FINISHES SHALL INCLUDE, BUT ARE

NOT LIMITED TO THE ITEMS LISTED BELOW:.

1. ALL EXISTING WALLS, DOORS, FRAMES, AND WINDOWS SHOWN ON THE PLAN AS A FULL-

TONE RED DASHED LINE ARE TO BE REMOVED.

A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER AND LIMITED

FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR

VARIATIONS FROM THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO

ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.

B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DOCUMENTS TO

DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR SHALL NOT BE ALLOWED EXTRA

COSTS DUE TO FAILURE TO REVIEW ENTIRE SET OF DOCUMENTS.

C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE RESPONSIBLE FOR

SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL

EXPENSE TO OWNER. COORDINATE THE WORK AND SHOP DRAWINGS WITH ALL OTHER

TRADES AFFECTED.

D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. FULL-TONE

LINES INDICATE NEW OR RELOCATED CONSTRUCTION.

E. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY, CONCRETE, GYPSUM WALL

BOARD, AND METAL FRAMES; OR CENTER LINE OF COLUMN OR BEAMS, UNLESS NOTED

OTHERWISE.

P. PATCH EXISTING WALLS, FLOORS, AND CEILING SURFACES DEMOLISHED, CUT, CORED, OR

ALTERED IN ANY WAY TO ACCOMMODATE NEW CONSTRUCTION OR TO RECEIVE NEW

FINISHES. PREP ALL EXISTING FLOORS TO RECEIVE NEW FINISHES PER ROOM FINISH

SCHEDULE.

Q. CONTRACTOR SHALL VERIFY CMU WALLS HAVE NO CHIPPED EDGES AND THAT JOINTS HAVE

BEEN TOOLED TO REMOVE ALL EXCESS MORTAR AND ARE READY TO RECEIVE PAINT.

CONTRACTOR SHALL APPROVE WALLS TO RECEIVE PAINT PRIOR TO HAVING PAINTER

INSPECT FOR APPROVAL.

7.18 EXISTING PRECAST CONCRETE SILL TO REMIAN. PATCH AND REPAIR ALL

DAMAGED AREAS.

7.19 EXISTING MASONRY VENEER. PATCH AND REPAIR MASONRY WHERE STEEL BAR

GRATING WAS REMOVED.

7.20 EXISTING STUCCO WALL. PATCH AND REPAIR STUCCO WHERE STEEL BAR

GRATING WAS REMOVED.

7.21 PREP EXISTING OPENING AND INSTALL NEW ALUMINUM WINDOW.

7.22 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND

METAL WALL PANELS (BASE BID) ABOVE DOOR. (REFER TO ALTERNATE #1 FOR

ALTERNATE INFILL OPTION.) EXISTING DOOR TO REMAIN.

7.23 EXISTING ALUMINUM WINDOW TO REMAIN AT THIS LOCATION.

7.27 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND

METAL WALL PANELS (BASE BID). (REFER TO ALTERNATE #1 FOR ALTERNATE

INFILL OPTION.)

7.31 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN.

7.32 EXISTING OVERHEAD DOOR TO REMAIN.

7.36 NEW APPLIED MUNTINS AT THIS EXISTING WINDOW TO REMAIN. MATCH APPLIED

MUTTINS AT OTHER NEW WINDOWS ON THIS ELEVATION.

D.17 REMOVE STEEL BAR GRATING; EXISTING ALUMINUM WINDOW TO REMAIN AT

THIS LOCATION.

D.18 EXISTING H.M. DOOR & FRAME TO REMAIN.

D.19 EXISTING OVERHEAD SECTIONAL DOOR AND FRAME TO REMAIN.

D.23 REMOVE STEEL FRAME WINDOW.

D.24 REMOVE STEEL FRAME WINDOW & STEEL BAR GRATING ATTACHED TO OUTSIDE

OF WINDOW.

D.25 REMOVE STEEL FRAME WINDOWS & STEEL BAR GRATING ATTACHED TO INSIDE

OF WINDOW.

D.26 REMOVE STEEL WINDOW ABOVE DOOR. DOOR TO REMAIN.

P4

P22

P2

P2 3

SUPPLY ROOM

ARMS VAULT

KITCHEN

LOCKER ROOM

COMMANDING

OFFICER &

ORDERLY ROOM

INSTRUCTOR

OFFICE

OFFICE

ASSEMBLY AREA

MENS TOILET /

SHOWER

WOMENS TOILET

CLASSROOM

CLASSROOM

STORAGE

FURNACE

A0022

A002

A002

A002 4

D.24 D.24 D.26 D.23 D.23 D.24 D.24

D.24

D.24

D.24

D.24

D.24

D.24

D.18

D.24

D.17

D.24D.24D.18D.19D.24D.24

D.25

D.25

D.25

D.25

D.24

D.24

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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011305001-2-A001 DEMOLITION FLOOR PLAN

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REF. DEMO NOTES ( ):DX

D.17 REMOVE STEEL BAR GRATING; EXISTING ALUMINUM WINDOW TO REMAIN AT THIS

LOCATION.

D.18 EXISTING H.M. DOOR & FRAME TO REMAIN.

D.19 EXISTING OVERHEAD SECTIONAL DOOR AND FRAME TO REMAIN.

D.23 REMOVE STEEL FRAME WINDOW.

D.24 REMOVE STEEL FRAME WINDOW & STEEL BAR GRATING ATTACHED TO OUTSIDE OF

WINDOW.

D.25 REMOVE STEEL FRAME WINDOWS & STEEL BAR GRATING ATTACHED TO INSIDE OF

WINDOW.

D.26 REMOVE STEEL WINDOW ABOVE DOOR. DOOR TO REMAIN.

SCALE: 3/16" = 1'-0"

FIRST FLOOR - DEMOLITION

NORTH0

SCALE: 3/16" = 1'-0"

4 8 12 ''''

FIRST FLOOR

100' - 0"

JOIST BEARING WEST ADDITION

109' - 8"

T.O.W. ORIGINAL BUILDING

115' - 4"

T.O.W. ARCH PEAK

123' - 9 1/2"

D.24 D.24 D.23 D.23 D.26 D.24 D.24

FIRST FLOOR

100' - 0"

JOIST BEARING WEST ADDITION

109' - 8"

T.O.W. ORIGINAL BUILDING

115' - 4"

T.O.W. ARCH PEAK

123' - 9 1/2"

D.17 D.24 D.24 D.18 D.24 D.24 D.24 D.24 D.24

FIRST FLOOR

100' - 0"

JOIST BEARING WEST ADDITION

109' - 8"

T.O.W. ORIGINAL BUILDING

115' - 4"

T.O.W. ARCH PEAK

123' - 9 1/2"

D.24 D.24 D.19 D.18 D.24 D.24

FIRST FLOOR

100' - 0"

JOIST BEARING WEST ADDITION

109' - 8"

T.O.W. ORIGINAL BUILDING

115' - 4"

T.O.W. ARCH PEAK

123' - 9 1/2"

D.24 D.24 D.25 D.25 D.25 D.25

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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011305001-2-A002 DEMOLITION ELEVATIONS

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REF. DEMO NOTES ( ):DX

D.17 REMOVE STEEL BAR GRATING; EXISTING ALUMINUM WINDOW TO REMAIN AT THIS

LOCATION.

D.18 EXISTING H.M. DOOR & FRAME TO REMAIN.

D.19 EXISTING OVERHEAD SECTIONAL DOOR AND FRAME TO REMAIN.

D.23 REMOVE STEEL FRAME WINDOW.

D.24 REMOVE STEEL FRAME WINDOW & STEEL BAR GRATING ATTACHED TO OUTSIDE OF

WINDOW.

D.25 REMOVE STEEL FRAME WINDOWS & STEEL BAR GRATING ATTACHED TO INSIDE OF

WINDOW.

D.26 REMOVE STEEL WINDOW ABOVE DOOR. DOOR TO REMAIN.

SCALE: 3/16" = 1'-0"

NORTH ELEVATION (DEMO)

SCALE: 3/16" = 1'-0"

EAST ELEVATION (DEMO)

SCALE: 3/16" = 1'-0"

SOUTH ELEVATION (DEMO)

SCALE: 3/16" = 1'-0"

WEST ELEVATION (DEMO)

SCALE: 3/16" = 1'-0"

4 8 12 ''''

SCALE: 3/16" = 1'-0"

4 8 12 ''''

SCALE: 3/16" = 1'-0"

4 8 12 ''''

SCALE: 3/16" = 1'-0"

P4 3 P42

SUPPLY ROOM

A R

M S

V A

U L

T

4 KITCHEN

LOCKER ROOM

COMMANDING

OFFICER &

ORDERLY ROOM

INSTRUCTOR

OFFICE

OFFICE

ASSEMBLY AREA

MENS TOILET /

SHOWER

WOMENS TOILET

CLASSROOM

CLASSROOM

STORAGE

FURNACE

A2012

A201

A201

A201 4

A401

A401

A401

MP3 MP6 MP1 MP1 W2

W1C

W1C

W1B

W1B

W5

W5

W1

W2W2W2W2

MP5

MP5

MP5

MP4

7.22 7.27 7.21

7.21

7.21

7.21

7.21

7.21

7.31

7.21

7.21

7.23

7.217.217.317.327.217.21

7.27

7.27

7.27

A401

A401

A401

MP2

7.277.277.277.27

MP3

7.27

7.27

MP4

MP5

A401

A401

A401

7.27

7.36

7.18 7.187.187.187.187.18

7.18

7.18

7.18

7.18 7.18 7.18 7.18

7.18

7.18

7.18

7.18

7.18

7.18

E1

E

2" 4'-9 1/2" 2"

5'-1 1/2"

IG-2

A401

A401

A401

APPLIED MUNTINS -

MATCH EXISTING

STEEL WINDOWS

TYP. ALL WINDOWS

2" 4'-8 1/2" 2"

5'-0 1/2"

IG-2

A401

A401

A401

2" 4'-9" 2"

5'-1"

IG-2

A401

A401

A401

2" 5'-8 1/2" 2"

6'-0 1/2"

/2

/2

IG-2

A401

A401

A401

5'-1"

A401

A401

A401

E Q

E Q

5'-1 1/2"

/2

A401

A401

A401

E Q

E Q

5'-1 1/2"

A401

A401

A401

E Q

E Q

5'-1"

A401

A401

A401

E Q

E Q

/2

3'-4"

A401

A401

2" 1'-5 1/2" 2"

1'-9 1/2"

/2

/2

IG-2

A401

A401

A401

6'-0 1/2"

/2

A401

A401

A401

METAL PANEL TRIM

TYP.

METAL PANEL JOINT

TYP. (REFER TO

DETAIL 23/A401)

E Q

E Q

FACE FASTENER THROUGH

NICHIHA 10MM SPACER

2" CONTINUOUS INSUL

CLIP FASTENED AT FURRING

18 GA Z-FURRING

GYPSUM SHEATHING

STARTED TRACK

FLASHING

GYPSUM WALLBOARD

3 5/8" METAL STUD & BATT

INSULATION

WEATHER BARRIER

NICHIHA TUFF BLOCK FIBER

CEMENT SIDING

SEALANT

EXISTING WALL

EXISTING SILL BLOCK TO

REMAIN

APPLIED MUNTINS -

MATCH EXISTING

STEEL WINDOWS

TYP. ALL WINDOWS

2" 4'-9 1/2" 2"

5'-1 1/2"

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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011305001-2-A101 FLOOR PLANS, WINDOW ELEVATIONS, AND ALTERNATES

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7.18 EXISTING PRECAST CONCRETE SILL TO REMIAN. PATCH AND REPAIR ALL DAMAGED

AREAS.

7.21 PREP EXISTING OPENING AND INSTALL NEW ALUMINUM WINDOW.

7.22 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND METAL

WALL PANELS (BASE BID) ABOVE DOOR. (REFER TO ALTERNATE #1 FOR ALTERNATE

INFILL OPTION.) EXISTING DOOR TO REMAIN.

7.23 EXISTING ALUMINUM WINDOW TO REMAIN AT THIS LOCATION.

7.27 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND METAL

WALL PANELS (BASE BID). (REFER TO ALTERNATE #1 FOR ALTERNATE INFILL OPTION.)

7.31 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN.

7.32 EXISTING OVERHEAD DOOR TO REMAIN.

7.36 NEW APPLIED MUNTINS AT THIS EXISTING WINDOW TO REMAIN. MATCH APPLIED MUTTINS

AT OTHER NEW WINDOWS ON THIS ELEVATION.

REF. NOTES ( ):X

NORTH

SCALE: 3/16" = 1'-0"

FIRST FLOOR

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

WINDOW TYPES

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

METAL PANELS

W1

AL FIXED

FIELD VERIFY DIMENSIONS

W1B

AL FIXED

FIELD VERIFY DIMENSIONS

W1C

AL FIXED

FIELD VERIFY DIMENSIONS

W2

AL FIXED

FIELD VERIFY DIMENSIONS

MP2

METAL PANEL

FIELD VERIFY DIMENSIONS

MP3

METAL PANEL

FIELD VERIFY DIMENSIONS

MP4

METAL PANEL

FIELD VERIFY DIMENSIONS

MP5

METAL PANEL

FIELD VERIFY DIMENSIONS

MP6

METAL PANEL

FIELD VERIFY DIMENSIONS

W5

AL FIXED

FIELD VERIFY DIMENSIONS

SCALE: 3/16" = 1'-0"

4 8 12 ''''GLASS TYPES

IG-1 1" INSULATED, TINTED LOW-E GLASS

IG-2 1" INSULATED, TINTED LOW-E GLASS, TEMPERED

MP1

METAL PANEL

FIELD VERIFY DIMENSIONS

SCALE: 1 1/2" = 1'-0"

ALTERNATE #1 WINDOW INFILL PANEL

ALTERNATE #1

E1

EXISTING WINDOW - NEW

APPLIED MUNTINS

FIRST FLOOR

100'-0"

JOIST BEARING WEST ADDITION

109' - 8"

T.O.W. ORIGINAL BUILDING

115' - 4"

T.O.W. ARCH PEAK

123' - 9 1/2"

W2

MP1 MP1 MP6

MP3

A401

A401

7.21

MP2

7.277.27 7.27 7.27

MP3

7.27 7.27

A401

A401

A401

7.18 7.18

7.18 7.18

7.18

7.18 7.18

7.207.20

7.19

7.19

7.19

7.19

FIRST FLOOR

100' - 0"

JOIST BEARING WEST ADDITION

109' - 8"

T.O.W. ORIGINAL BUILDING

115' - 4"

T.O.W. ARCH PEAK

123' - 9 1/2"

W1

W5 W5

W1B W1B W1C W1CE1

A401

A401

7.23 7.21 7.21 7.31 7.21 7.21 7.21 7.21 7.21

7.36

7.18 7.18 7.18

7.19

7.19

7.19

7.19

7.19

7.19

7.19

7.19

7.18 7.18 7.18 7.18 7.18

7.19

7.19

7.19 7.19

7.19

7.19 7.19

7.19

FIRST FLOOR

100' - 0"

JOIST BEARING WEST ADDITION

109' - 8"

T.O.W. ORIGINAL BUILDING

115' - 4"

T.O.W. ARCH PEAK

123' - 9 1/2"

W2 W2 W2 W2

7.21 7.21 7.32 7.31 7.21 7.21

7.18 7.18 7.18 7.18

7.20 7.20 7.207.20

7.207.20 7.207.20

FIRST FLOOR

100' - 0"

JOIST BEARING WEST ADDITION

109' - 8"

T.O.W. ORIGINAL BUILDING

115' - 4"

T.O.W. ARCH PEAK

123' - 9 1/2"

MP4 MP5 MP5 MP5

A401

A401

MP4

7.27 7.27

MP5

7.27 7.27 7.27 7.27

7.18 7.18 7.18 7.18 7.18 7.18

7.19

7.19

7.19

7.19

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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011305001-2-A201 EXTERIOR BUILDING ELEVATIONS

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7.18 EXISTING PRECAST CONCRETE SILL TO REMIAN. PATCH AND REPAIR ALL DAMAGED

AREAS.

7.19 EXISTING MASONRY VENEER. PATCH AND REPAIR MASONRY WHERE STEEL BAR GRATING

WAS REMOVED.

7.20 EXISTING STUCCO WALL. PATCH AND REPAIR STUCCO WHERE STEEL BAR GRATING WAS

REMOVED.

7.21 PREP EXISTING OPENING AND INSTALL NEW ALUMINUM WINDOW.

7.23 EXISTING ALUMINUM WINDOW TO REMAIN AT THIS LOCATION.

7.27 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND METAL

WALL PANELS (BASE BID). (REFER TO ALTERNATE #1 FOR ALTERNATE INFILL OPTION.)

7.31 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN.

7.32 EXISTING OVERHEAD DOOR TO REMAIN.

7.36 NEW APPLIED MUNTINS AT THIS EXISTING WINDOW TO REMAIN. MATCH APPLIED MUTTINS

AT OTHER NEW WINDOWS ON THIS ELEVATION.

REF. NOTES ( ):X

SCALE: 3/16" = 1'-0"

NORTH ELEVATION

SCALE: 3/16" = 1'-0"

EAST ELEVATION

SCALE: 3/16" = 1'-0"

SOUTH ELEVATION

SCALE: 3/16" = 1'-0"

WEST ELEVATION_

SCALE: 3/16" = 1'-0"

4 8 12 ''''

SCALE: 3/16" = 1'-0"

4 8 12 ''''

SCALE: 3/16" = 1'-0"

4 8 12 ''''

SCALE: 3/16" = 1'-0"

W1B

A401

ALUM WINDOW

A401

FIRST FLOOR

100' - 0"

MP2

5/8" GWB

3 5/8" METAL STUD

2" INSULATED

METAL PANEL

WEATHER BARRIER

SEALANT ALL

SIDES

BATT INSULATION

A401

A401

GYPSUM SHEATHING

FIRST FLOOR

100' - 0"

MP4

5/8" GWB

3 5/8" METAL STUD

2" INSULATED

METAL PANEL

WEATHER BARRIER

SEALANT ALL

SIDES

BATT INSULATION

A401

A401

GYPSUM SHEATHING

FIRST FLOOR

100' - 0"

MP5

5/8" GWB

3 5/8" METAL STUD

2" INSULATED

METAL PANEL

WEATHER BARRIER

SEALANT ALL

SIDES

BATT INSULATION

A401

A401

GYPSUM SHEATHING

FIRST FLOOR

100' - 0"

MP6

EXISTING HOLLOW

METAL DOOR &

FRAME TO REMAIN

5/8" GWB

3 5/8" METAL STUD

2" INSULATED

METAL PANEL

WEATHER BARRIER

SEALANT ALL

SIDES

BATT INSULATION

/2

A401

GYPSUM SHEATHING

FIRST FLOOR

100' - 0"

W5

ALUM WINDOW

A401

A401

/2

PAINT EXISTING

LINTEL

EXISTING

BRICK

ALUMINUM FRAME

EXISTING CMU

AIR SPACE

SEALANT &

BACKER ROD

EACH SIDE

TRTD WOOD

SHIM

SEALANT & BACKER

ROD EACH SIDE

EXISTING BRICK

ALUMINUM FRAME EXISTING CMU

AIR SPACE

TRTD WOOD BLOCKING

SEALANT &

BACKER ROD

EACH SIDE

EXISTING

BRICK

ALUMINUM

FRAME

EXISTING CMU

AIR SPACE

EXISTING

PRECAST SILL

METAL SILL PAN

FLASHING

ALUMINUM

FRAME

EXISTING

CONCRETE

OR CMU

SEALANT &

BACKER ROD

EACH SIDE

EXISTING BRICK

SAWCUT NEW

DRIP EDGE IF

NOT EXISTING

MATCH EXISTING

ALUMINUM

FRAME

EXISTING

CONCRETE

OR CMU

SEALANT &

BACKER ROD

EACH SIDE

SAWCUT NEW

DRIP EDGE IF

NOT EXISTING

MATCH EXISTING

FIRST FLOOR

100' - 0"

5/8" GWB

3 5/8" METAL STUD

2" INSULATED

METAL PANEL

WEATHER BARRIER

SEALANT ALL

SIDES

BATT INSULATION

/2

MP1

A401

A401

GYPSUM SHEATHING

FIRST FLOOR

100' - 0"

5/8" GWB

3 5/8" METAL STUD

2" INSULATED

METAL PANEL

WEATHER BARRIER

SEALANT ALL

SIDES

BATT INSULATION

MP3

A401

A401

GYPSUM SHEATHING

5/8" GWB (LVL 1 FIN)

EXISTING CONCRETE

OR CMU

SEALANT &

BACKER ROD

EACH SIDE

3 5/8" METAL FRAMING

W/ INSUL

2" INS METAL

PANEL WITH METAL

WALL PANEL CLIPS

WEATHER BARRIER

METAL PANEL

JAMB TRIM

SEALANT ALL SIDES

5/8" GYPSUM

SHEATHING

VAPOR BARRIER

2" INS METAL

PANEL WITH METAL

WALL PANEL CLIPS

EXISTING CONCRETE

OR CMU

5/8" GWB (LVL 1 FIN)

3 5/8" METAL

FRAMING WITH INSUL

SEALANT & BACKER

ROD EACH SIDE

SEALANT ALL SIDES

WEATHER BARRIER

5/8" GYPSUM

SHEATHING

METAL PANEL JAMB

TRIM

VAPOR BARRIER 3 5/8" METAL

FRAMING W/ INSUL

EXISTING CONCRETE

OR CMU

EXISTING PRECAST

SILL

5/8" GWB (LVL 1 FIN)

2" INS METAL PANEL

WITH METAL WALL

PANEL CLIPS

WEATHER BARRIER

5/8" GYPSUM

SHEATHING

METAL PANEL JAMB

TRIM

SEALANT ALL SIDES

SEALANT & BACKER

ROD EACH SIDE

VAPOR BARRIER

METAL SILL PAN

FLASHING

PAINT EXISTING

LINTEL

EXISTING BRICK

EXISTING CMUAIR SPACE

5/8" GWB (LVL 1 FIN)

SEALANT & BACKER

ROD EACH SIDE

3 5/8" METAL

FRAMING W/ INSUL2" INS METAL PANEL

WITH METAL WALL

PANEL CLIPS

WEATHER BARRIER

METAL PANEL JAMB

TRIM

5/8" GYPSUM

SHEATHING

SEALANT ALL SIDES

VAPOR BARRIER

SEALANT & BACKER

ROD EACH SIDE

EXISTING BRICK

5/8" GWB (LVL 1 FIN)

EXISTING CMU

AIR SPACE

3 5/8" FRAMING W/

INSUL

2" INS METAL PANEL

WITH METAL WALL

PANEL CLIPS

WEATHER BARRIER

5/8" GYPSUM

SHEATHING

METAL PANEL JAMB

TRIM

SEALANT ALL SIDES

VAPOR BARRIER

EXISTING BRICK

EXISTING CMU

AIR SPACE

EXISTING PRECAST

SILL

SEALANT & BACKER

ROD EACH SIDE

3 5/8" METAL FRAMING

W/ INSUL

5/8" GWB (LVL 1 FIN)2" INS METAL PANEL

WITH METAL WALL

PANEL CLIPS

WEATHER BARRIER

SEALANT ALL

SIDES

5/8" GYPSUM

SHEATHING

METAL PANEL JAMB

TRIM

VAPOR BARRIER

METAL SILL PAN FLASHING

SEALANT &

BACKER ROD

EACH SIDE

ALUMINUM

FRAME

EXISTING

CONCRETE

OR CMU

EXISTING

PRECAST

SILL

METAL SILL PAN

FLASHING

FIRST FLOOR

100' - 0"

W2

/2

A401

A401

ALUM WINDOW

ALUMINUM

FRAME

EXISTING CONCRETE

OR CMU

SEALANT &

BACKER ROD

EACH SIDE

SEALANT

PER MANUF

SEALANT PER

MANUF

PANEL CLIP

PER MANUF

FASTENER

PER MANUF

2" INS METAL

PANEL

2" INS METAL

PANEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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011305001-2-A401 WALL SECTIONS & DETAILS

W . 5

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SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1 1/2" = 1'-0"

WDW HEAD BRICK -CMU

SCALE: 1 1/2" = 1'-0"

WDW JAMB BRICK-CMU

SCALE: 1 1/2" = 1'-0"

WDW SILL BRICK-CMU

SCALE: 1 1/2" = 1'-0"

WDW HEAD BRICK-CONCRETE

SCALE: 1 1/2" = 1'-0"

WDW HEAD CONCRETE

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1 1/2" = 1'-0"

METAL PANEL HEAD CONCRETE

SCALE: 1 1/2" = 1'-0"

METAL PANEL JAMB CONCRETE

SCALE: 1 1/2" = 1'-0"

METAL PANEL SILL CONCRETE

SCALE: 1 1/2" = 1'-0"

METAL PANEL HEAD BRICK-CMU

SCALE: 1 1/2" = 1'-0"

METAL PANEL JAMB BRICK-CMU

SCALE: 1 1/2" = 1'-0"

METAL PANEL SILL BRICK-CMU

SCALE: 1 1/2" = 1'-0"

WDW SILL CONCRETE

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1 1/2" = 1'-0"

WDW JAMB CONCRETE

SCALE: 6" = 1'-0"

METAL PANEL REVEAL DETAIL

011305001 - G001 - TITLE SHEET
011305001 - A 00 - ARCHITECTURAL INFO SHEET
011305001 - A001 - DEMOLITION FLOOR PLAN
011305001 - A002 - DEMOLITION ELEVATIONS
011305001 - A101 - FLOOR PLANS, WINDOW ELEVATIONS, AND ALTERNATES
011305001 - A201 - EXTERIOR BUILDING ELEVATIONS
011305001 - A401 - WALL SECTIONS & DETAILS

File details come from the government source that posted it. Updated .