W911SA22B2016 Attachment 3 Drawings.pdf

PDF 8 MB Posted Aug 17, 2022

Attached to: Renovate OMS & Construct Wash Rack at Lugenbeel Army Reserve Center, Boise, ID
Solicitation number: W911SA22B2016
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

About this file

Written by GovTribe AI · Dec 27, 2023

This notice provides information about a forthcoming solicitation for renovation and construction services at an Army Reserve Center in Boise, Idaho. The Mission and Installation Contracting Command at Fort McCoy plans to issue solicitation W911SA22B2016 as an invitation for bids using FAR Part 14 and DFARS procedures. The requirement is for renovation of an organizational maintenance shop and construction of a vehicle wash rack. The project value is estimated between $1 million and $5 million. The performance period will be 365 days after notice to proceed. The solicitation will be a 100% small business set-aside for NAICS Code 236220 with a size standard of $39.5 million. A site visit date will be provided in the solicitation. Interested parties can add themselves to the vendor list but will not be directly notified of amendments. The notice instructs vendors not to contact the contracting specialist.

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W911SA22B2016 Bid Abstract.pdf	PDF	Sep 19, 2022
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Asbestos Survey Report.pdf	PDF	Sep 16, 2022
Lugenbeel VMS Repair_VMS Window.pdf	PDF	Sep 16, 2022
Record of Environmental Consideration (REC).pdf	PDF	Sep 16, 2022
W911SA22B2016 Attachment 7 Bidder Questions and Answers Lugenbell Div 01 Spectifications.pdf	PDF	Sep 14, 2022
W911SA22B2016 Attachment 7 Bidder Questions and Answers Lugenbell Div 01 Spectifications.docx	DOCX document	Sep 14, 2022
W911SA22B2016 Attachment 6 Bidder Questions and Answers.docx	DOCX document	Sep 14, 2022
W911SA22B2016 Amendment 1.pdf	PDF	Sep 14, 2022
W911SA22B2016 Site Visit Sign In Sheet 25AUG2022.pdf	PDF	Aug 29, 2022
W911SA22B2016 Attachment 2 Specifications.pdf	PDF	Aug 17, 2022
W911SA22B2016 Attachment 4 Wage Determination.docx	DOCX document	Aug 17, 2022
W911SA22B2016 Attachment 1 AT_OPSEC.pdf	PDF	Aug 17, 2022
W911SA22B2016 Attachment 5 SF 24.pdf	PDF	Aug 17, 2022
W911SA22B2016 SOLICITATION.pdf	PDF	Aug 17, 2022

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CONTRACT NO.:

ISSUE DATE:

VOLUME 1

88TH READINESS DIVISION

W911SA-18-D-2006

MARCH 13, 2020

410 W FORT STREET, BOISE, ID

RENOVATE VEHICLE MAINTENANCE SHOP

AND CONSTRUCT WASH RACK

PROJECT #W911SA19F2122

S D

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

SHAWN D. GUSTAFSON 03-13-20

12-31-20

21426

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

JAMES R. TOWNSEND 03-13-20

12-31-21

10973

SHAWN D.

GUSTAFSON

21426

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF ILLINOIS.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

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SIGNATURE:

OR PRINTED)

NAME:(TYPED

LICENSE #:DATE:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT

WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

BRIAN T. BIMBERG

03-13-20 43212

PAGES OR SHEETS COVERED BY THIS SEAL:

M-601, M-602

MAJID ZARGAR 03-13-20

11-30-21

062-047370

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ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT

BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CA COMPRESSED AIR

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE / COMPRESSOR

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GS GAS SENSOR

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR / HOSE REEL

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MAU MAKEUP AIR UNIT

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NG NATURAL GAS

Ni NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NOX NITROGEN OXIDE

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPS OPERATIONS

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

POL POLISHED

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

SR SUPPLY REGISTER

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TG TRANSFER GRILLE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TS THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VEF VEHICLE EXHAUST FAN

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

GENERAL NOTES

ALL ABBREVIATIONS SHOWN ON THIS LEGEND MAY

NOT APPEAR ON THIS SET OF DRAWINGS.

D L W

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F I N

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I V

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88th READINESS

DIVISION

G D

G N

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G-003

REFERENCE SYMBOLS

NORTH SYMBOL

SECTION/ELEVATION LETTER

SHEET NUMBER OF SHEET WHERE

SECTION OR ELEVATION IS SHOWN

DETAIL NUMBER

SHEET NUMBER OF SHEET

WHERE DETAIL IS SHOWN

SECTION/ELEVATION

LETTER, DETAIL NUMBER

DIMENSIONS AND SCALE

DIMENSIONS AND/OR ELEVATIONS MARKED THUS ( ) ARE

ASSUMED AND MAY BE VARIED BY THE CONTRACTOR TO

SUIT EQUIPMENT FURNISHED. FINAL DIMENSIONS ARE

SUBJECT TO THE REVIEW OF THE ENGINEER.

2. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-)

MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR.

5. PIPE DIAMETERS ARE SHOWN IN INCHES.

BUILDING ELEVATIONS ARE SHOWN IN FEET AND INCHES.

DIMENSIONS ARE GENERALLY TO SCALE, BUT SHOULD

NOT BE SCALED. USE DIMENSIONS SHOWN.

MATERIAL SYMBOLS

GLASS (ELEVATION)

BATT INSULATION

PLYWOOD

ROUGH WOOD (IN SECTION)

BRICK IN SECTION

MAJOR

MINOR

RIGID INSULATION

FENCE

SLOPE (3 HORIZ TO 1 VERT)

NEW CUT OR FILL SLOPE;

ARROWS POINT DOWN SLOPE

WATER LEVEL

GENERAL PLAN SYMBOLS

SITE GRADING - CONTOURS

VEGETATION

135.10

SPOT ELEVATION

ASPHALT PAVEMENT

CONCRETE PAVEMENT

RIP RAP

FLOTATION SILT CURTAIN

SILT FENCE

SLOPE

WATER FLOW DIRECTION

ROCK OR UNDISTURBED EARTH

EARTH

CRUSHED ROCK

CONCRETE

GRADED CRUSHED AGGREGATE

BASE COURSE

REINFORCING BARS IN CONCRETE

WELDED WIRE FABRIC

STEEL (IN SECTION)

CONCRETE MASONRY UNIT

SAND, PLASTER

SITE UTILITY LEGEND

BALL VALVE

GLOBE VALVE

PLUG VALVE

CHECK VALVE

GATE VALVE

FIRE HYDRANT

HEADWALL

CLEAN OUT

MANHOLE

SSMH

SANITARY SEWER MANHOLE

PRESSURE VALVE

GATE VALVE WITH TAMPER SWITCH

PANELBOARD

ELECTRICAL POWER MANHOLE

DISCONNECT SWITCH

CMH

COMMUNICATIONS MANHOLE

ELECTRICAL POWER HANDHOLE

JUNCTION BOXJ

TRANSFORMER

LIGHT WITH & WITHOUT POLE

POWER/UTILITY POLE

STORM CATCH BASIN OR INTAKE

THRUST BLOCKING

UTILITY LINE PLUG

WATER MAIN REDUCER

YARD HYDRANT

COMPACT SUBSTATION

CSS

HDWL

AMH

AIRFIELD MANHOLE

POST INDICATOR VALVE WITH & WITHOUT

GUARD POSTS

GENERATORGEN

TEMPORARY GENERATOR PADTGP

PAD MOUNT SWITCH

TRANSFORMER/CONC PAD

GUYING EQUIPMENT

PEDESTALS, SPLICES, PULL BOXES, HANDHOLES

POWER POLE

SIGN

PIPE

HEADWALL

LIGHT POLE

TREE

ELECTRICAL BOX

PROPERTY LINE

EASEMENT

PROPOSED RIGHT-OF-WAY

UTILITY LINE DESIGNATIONS

STORM DRAIN

WATER SUPPLY

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

COMMUNICATIONS AERIAL

FIBER OPTIC (BURIED)

FOS

FOR

FOV

SANITARY SEWER

(GRAVITY MAIN)

SANITARY SEWER

(FORCE MAIN)

FIRE PROTECTION

WATER SUPPLY

ELECTRICAL PRIMARY

UNDERGROUND

ELECTRICAL SECONDARY

AERIAL

ELECTRICAL SECONDARY

UNDERGROUND

COMMUNICATIONS

UNDERGROUND

ELECTRICAL PRIMARY

AERIAL

METER COLLECTOR

UNDERGROUND

FOV

FOR

FOS

SECTION/ELEV/DETAIL

SCALE:

XXX

X-###

968 968

D L W

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B T

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300 Minneapolis, Minnesota 55416 www.stanleyconsultants.com

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text 3:1

AutoCAD SHX Text T

10' - 0"

AD101

PLAN NORTH

SHEET KEYNOTES

W a yz a ta

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M in n ea p ol is M in ne so ta w w w .s ta nl ey co ns ul ta nt s.

co m

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C C

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T R

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T F

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C C

O Y

I -5

D E

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N M

A R

K D

A T

E A

P P

88th READINESS

DIVISION

A R

M Y

R E

S E

R V

E th

R E

A D

S S

N S

O L

N N

E N

A M

D W

N B

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N E

D B

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E D

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S I D

1 2 3 4 5 6 7 8 9 10

GENERAL SHEET NOTES

A s i n d ic a te d

AD101

D E

M O

P L A

N S

FINAL DESIGN FOR SOLICITATION

B B

W R

M M

M Y

Y Y

W S

A -1

-F

-2

1/8" = 1'-0"A4

VMS FLOOR PLAN - DEMOLITION

1/8" = 1'-0"A1

WASHRACK FLOOR PLAN - DEMOLITION

KEY PLAN

1 REMOVE EXISTING WIRE MESH PARTITION AND ASSOCIATED DOORS AND

HARDWARE.

2 REMOVE EXISTING PLUMBING FIXTURES. (SEE PLUMBING DRAWINGS)

3 REMOVE EXISTING METAL AWNING STRUCTURE, COLUMNS, CONCRETE PAD,

AND ANY AND ALL ASSOCIATED REINFORCMENT, FOOTING AND SUB-BASE.

4 SAW CUT AND REMOVE EXISTING CONCRETE FLOOR FOR NEW TRENCH

DRAIN. (SEE PLUMBING DRAWINGS)

5 SAW CUT 32"H X32"W OPENING THROUGH EXISTING 12" CMU WALL CENTERED

ABOVE DOOR. DO NOT CUT THROUGH EXITSTING CONCRETE BEAM OR CAST

IN PLACE LINTEL.

6 REMOVE EXISTING EXIT SIGN AND SALVAGE FOR REINSTALL.

7 SAW CUT 24"H X 40"W OPENING THROUGH EXISTING BRICK ON 8" CMU BACKUP

EXTERIOR WALL CENTERED ABOVE DOOR. DO NOT CUT THROUGH EXITSTING

CONCRETE BEAM.

8 REMOVE EXTERIOR LIGHT ABOVE DOOR.

1/8" = 1'-0"C1

WASHRACK ELEVATION - DEMOLITION

A-201 A4

14' - 1" 30' - 2"

ALIGN

A-201 F3

BAY 1

BAYS 2 & 3

MECH. ROOM

RESTROOM

A-201 F1

A-501

3' - 3" 6' - 0" 3' - 7"

12' - 8"

A-502 __________________________________________ A1

A-502

A-201 A1

14' - 0"

6' - 0"6' - 0"

4' - 0" 6' - 0" 4' - 0"

26' - 0"

TYP.

8' - 0"

A-201 D1

1' - 0" 1' - 0"

1' - 0"

8' - 7 5/8"

PLAN NORTH

8' - 0"

25' - 6" CLEAR

A-201 D4

A-201 F6

TYP.

SHEET KEYNOTES

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I -5

D E

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A R

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A T

E A

P P

88th READINESS

DIVISION

A R

M Y

R E

S E

R V

E th

R E

A D

S S

N S

O L

N N

E N

A M

D W

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N E

D B

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S U

B M

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1 2 3 4 5 6 7 8 9 10

GENERAL SHEET NOTES

A s i n d ic a te d

A-101

F L O

O R

P L A

N S

FINAL DESIGN FOR SOLICITATION

B B

W R

M M

M Y

Y Y

W S

A -1

-F

-2

1/8" = 1'-0"A4

VMS FLOOR PLAN

1/8" = 1'-0"A2

WASHRACK FLOOR PLAN

1/8" = 1'-0"E2

DUMPSTER ENCLOSURE FLOOR PLAN

KEY PLAN

1 INSTALL NEW PEDAL OPPERATED SINK. (SEE PLUMBING DRAWINGS)

2 INSTALL NEW TOILET. (SEE PLUMBING DRAWINGS)

3 PRE-ENGINEERED METAL STRUCTURE.

4 METAL PANEL FACED PRE-ENGINEERED BUILDING. WALL PANEL COLOR TO

MATCH EXISTING VMS BUILDING EXTERIOR.

5 BOLLARD (SEE CIVIL DRAWINGS)

6 PATCH REPAIR CONCRETE FLOOR AS REQUIRED FOR INSTALLATION OF

TRENCH DRAIN.

7 PATCH, REPAIR AND PAINT CMU WALLS TO MATCH EXISTING AS REQUIRED IN

BAY 1 AND IN RESTROOM.

8 WELD ADDITIONAL HASPS FOR PADLOCKS TO EXISTING WIRE MESH DOOR AT

1/3 POINTS.

9 WIRE MESH CAGE WALL UP TO DECK. FINISH TO MATCH EXISTING WIRE MESH

CAGES.

10 WIRE MESH CAGE TO 9'- 0" AFF. FINISH TO MATCH EXISTING WIRE MESH

CAGES.

11 INSTALL OWNER PROVIDED SAFTEY BOARD.

12 8" NOM. CMU, SPLIT FACE INTEGRALLY COLORED, TO MATCH EXISTING VMS

BUILDING.

13 PAPER TOWEL DISPENSER

14 SECURE STEEL FRAME WITH WIRE MESH TO WINDOW SILL AND HEAD ON THE

INTERIOR IN FRONT OF EXISTING WINDOWS WITH TAMPER PROOF FASTNERS.

OVERLAP WIRE MESH A MIN. OF 4" AT WIRE MESH JOINT. REFER TO WIRE

MESH DETAILS ON SHEET A-501.

15 PREPARE EXISTING EPOXY FLOOR AND INSTALL EPOXY FLOOR IN BAY 1 AND

RESTROOM TO MATCH EXISTING.

16 GRIT CHAMBER (SEE PLUMBING DRAWINGS)

17 DISCHARGE SUMP (SEE PLUMBING DRAWINGS)

18 (2) NEW 2' X 7' WIRE MESH CAGE DOORS TO HAVE TWO LOCKABLE POINTS.

19 TOILET PAPER DISPENSER

20 (2) NEW 3' X 7' WIRE MESH CAGE DOORS TO HAVE TWO LOCKABLE POINTS.

21 EXISTING WIRE MESH METAL CAGE

22 4'x8' METAL SHELVING

23 CORNER CAP

24 REINSTALL EXIT SIGN SUSPENDED FROM CEILING 1' INFRONT OF MECH

GRILLE/REGISTER.

1/8" = 1'-0"E4

GENERATOR STORAGE FLOOR PLAN

1. ALL WIRE MESH PARTITIONS TACK WELD OR PEEN ALL BOLTED CONNECTIONS

INSIDE AND OUT OF THE CAGE.

2. ALL WIRE MESH PARTITIONS MAXIMUM ALLOWABLE CLEARENCE OF 1"

BETWEEN THE BOTTOM OF THE CAGE AND FLOOR.

3. PATCH AND REPAIR CEILING IN VMS BUILDING AS REQUIRED WHERE LIGHTS

HAVE BEEN REPLACED AND/OR RELOCATED.

A-201 A4

A-201 F3

A-201 F1

BAYS 2 & 3

BAY 1

MECH. ROOM

RESTROOM

A-502 __________________________________________ A1

A-502

3 3

A-501

SHEET KEYNOTES

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B ou le va rd S ui te

M in n ea p ol is M in ne so ta w w w .s ta nl ey co ns ul ta nt s.

co m

Sheet

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A C

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M A

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C -F

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C C

O Y

O U

T H

R S

T R

E E

T F

O R

T M

C C

O Y

I -5

D E

S C

N M

A R

K D

A T

E A

P P

88th READINESS

DIVISION

A R

M Y

R E

S E

R V

E th

R E

A D

S S

N S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

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S C

A L E

L O

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N O

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C T

C O

D E

A N

S I D

1 2 3 4 5 6 7 8 9 10

GENERAL SHEET NOTES

A-102

R E

F L E

C T

E D

C E

G P

L A

FINAL DESIGN FOR SOLICITATION

B B

W R

M M

M Y

Y Y

W S

A -1

-F

-2

1/8" = 1'-0"A1

VMS REFLECTED CEILING PLAN

1 INSTALL WIRE MESH CAGE CEILING AT 9'- 0" AFF

2 PATCH AND REPAIR EXISTING GYP BD CEILING WHERE LIGHTS WERE

RELOCATED. PAINT TO MATCH EXISTING.

3 EXISTING CEILING TO REMAIN.

1. PATCH AND REPAIR CEILING IN VMS BUILDING AS REQUIRED WHERE LIGHTS

OR EQUIPMENT HAVE BEEN REPLACED AND/OR RELOCATED.

26' - 10"

A-201 A1

26' - 0"

5" / 1'-0"5" / 1'-0"

SHEET KEYNOTES

W a yz a ta

B ou le va rd S ui te

M in n ea p ol is M in ne so ta w w w .s ta nl ey co ns ul ta nt s.

co m

Sheet

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A L L A

N C

O N

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A C

G C

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M A

N D

C -F

O R

T M

C C

O Y

O U

T H

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T R

E E

T F

O R

T M

C C

O Y

I -5

D E

S C

N M

A R

K D

A T

E A

P P

88th READINESS

DIVISION

A R

M Y

R E

S E

R V

E th

R E

A D

S S

N S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L E

L O

T D

A T

C O

N T

R A

C T

N O

P R

O J E

C T

C O

D E

A N

S I D

1 2 3 4 5 6 7 8 9 10

GENERAL SHEET NOTES

A-103

R O

O F

P L A

N S

FINAL DESIGN FOR SOLICITATION

B B

W R

M M

M Y

Y Y

W S

A -1

-F

-2

1/8" = 1'-0"A4

GENERATOR STORAGE ROOF PLAN

1/8" = 1'-0"A1

WASH RACK ENCLOSURE ROOF PLAN

1 PRE-ENGINEERED METAL PANEL ROOF.

2 RIDGE CAP PER MANUFACTURERS STANDARD.

1. SEE ELECTRICAL DRAWINGS FOR LIGHTING ROD REQUIRMENTS

1 222222

L E

A R

2 2

5" / 1'-0"

2 2

NOTE: PRE-ENGINEERED BUILDING PER

MANUFACTURERS RECOMMENDATION

TO MEET REQUIRMENTS CALLED OUT

IN PROJECT SPECIFICATIONS.

NOTE: PRE-ENGINEERED BUILDING PER MANUFACTURERS RECOMMENDATION TO MEET

REQUIRMENTS CALLED OUT IN PROJECT SPECIFICATIONS.

12 11

L E

A R

L E

A R

3" / 1'-0"

NOTE: PRE-ENGINEERED BUILDING PER MANUFACTURERS RECOMMENDATION

TO MEET REQUIRMENTS CALLED OUT IN PROJECT SPECIFICATIONS.

6' - 0"

A-501

4' - 0" TYP.

A-501

TYP.

SHEET KEYNOTES

W a yz a ta

B ou le va rd S ui te

M in n ea p ol is M in ne so ta w w w .s ta nl ey co ns ul ta nt s.

co m

Sheet

D E

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M E

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T H

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Y U

A R

M Y

N A

N D

I N

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A L L A

N C

O N

T R

A C

G C

O M

M A

N D

C -F

O R

T M

C C

O Y

O U

T H

R S

T R

E E

T F

O R

T M

C C

O Y

I -5

D E

S C

N M

A R

K D

A T

E A

P P

88th READINESS

DIVISION

A R

M Y

R E

S E

R V

E th

R E

A D

S S

N S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L E

L O

T D

A T

C O

N T

R A

C T

N O

P R

O J E

C T

C O

D E

A N

S I D

1 2 3 4 5 6 7 8 9 10

GENERAL SHEET NOTES

A-201

E L E

V A

N S

FINAL DESIGN FOR SOLICITATION

B B

W R

M M

M Y

Y Y

W S

A -1

-F

-2

1/4" = 1'-0"D1

DUMPSTER ENCLOSURE EAST ELEVATION

1/4" = 1'-0"A1

WASHRACK NORTH ELEVATION

1 8" NOM. CMU, SPLIT FACE INTEGRALLY COLORED, TO MATCH EXISTING VMS

BUILDING.

2 BOLLARD (SEE CIVIL DRAWINGS)

3 METAL PANEL FACED PRE-ENGINEERED BUILDING. WALL PANEL COLOR TO

MATCH EXISTING VMS BUILDING EXTERIOR.

4 (2) PADLOCK LUGS PER DOOR ATTACHED AT 1/3RD POINTS

5 3/16" X 1 7/8" X1 1/4" SLAM BARS WELDED TO HINGE DOOR

6 PROVIDE 8" X 8" OPENING AT BASE OF CMU WALL FOR DRAINAGE.

7 SECURE STEEL FRAME WITH WIRE MESH TO WINDOW SILL AND HEAD ON THE

INTERIOR IN FRONT OF EXISTING WINDOWS WITH TAMPER PROOF FASTNERS.

OVERLAP WIRE MESH A MIN. OF 4" AT WIRE MESH JOINT. REFER TO WIRE

MESH DETAILS ON SHEET A-501.

8 METAL FASCIA PANEL PER MANUFACTURERS STANDARD.

9 SOLID CMU BLOCK ADJACENT TO DRAINAGE OPENING.

10 GROUT DOME - SEE STRUCTURAL

11 2" GAP BETWEEN METAL SIDING AND TOP OF CONCRETE PAD.

12 ANCHOR STRUCTURE TO CONCRETE PAD - SEE CIVIL AND STRUCTURAL

DRAWINGS.

1/4" = 1'-0"D4

GENERATOR STORAGE ELEVATION

1/4" = 1'-0"F6

GENERATOR STORAGE ELEVATION

1/4" = 1'-0"F1

WIRE MESH DOORS

1/4" = 1'-0"F3

WIRE MESH DOORS TYP.

1. FOR ALL WIRE MESH PARTITIONS USE TAMPER PROOF CONNECTIONS INSIDE

AND OUT OF THE CAGE.

2. ALL WIRE MESH PARTITIONS MAXIMUM ALLOWABLE CLEARENCE OF 1"

BETWEEN THE BOTTOM OF THE CAGE AND FLOOR.

1/4" = 1'-0"A4

VMS INTERIOR ELEVATION

1" X 1" X 1/8"

STEEL ANGLE

FRAME

2" X 2" 14 GA. STEEL TUBE

3/8" CORNER

BOLT. HACK SAW

OFF AND DEBURR

ALL PROTRUDING

THREADS

1" X 1" X 1/8" STEEL ANGLE FRAME

3/8" CORNER BOLT

10 GA. WIRE WOVEN MESH

3/8" CORNER

BOLT 2 PER

PANEL 10 GA. WIRE WOVEN MESH

2" X 2" 14 GA.

STEEL TUBE

4" X 4" X 1/4"

BASE PLATE W/

3/8" EXPANSION

ANCHORS

FACE SIDE OUTSIDE

M A

3/8" EXPANSION

ANCHOR BOLT

10 GA. WIRE

WOVEN MESH

2" X 7" X 1/4"

BASEPLATE W/ 3/8"

ROUND HOLES

1" X 1" X 1/8"

STEEL ANGLE

FRAME

2" X 2" 14 GA.

STEEL TUBE

BEYOND

EXISTING CONC.

SLAB

1/4" X 2"X7" BASE

PLATE W/

3/8"ANCHORS

1'-11 3/4" OR 2'-11 3/4"

2" X 2" 14 GA.

STEEL TUBE

WIRE MESH

PANEL

4" TIGHT PIN HINGE

3 PER DOOR

WOVEN WIRE MESH

DOOR PANEL W/

PADLOCK LUGS 2

PER DOOR

1/4" X 1" SELF

DRILLING SCREW, 2

PER HINGE

3/8" X 1" HEX HEAD

BOLT 2 PER HINGE

FACE SIDE OUTSIDE

NOTE: FOR ALL WIRE MESH PARTITIONS USE TAMPER

PROOF CONNECTIONS INSIDE AND OUT OF THE CAGE.

5/8" GYP. BD

MOUNTED TO

UNDERSIDE OF

STRUCTURE. FIELD

VERIFY.

2" X 2" 14 GA.

STEEL TUBE

BEYOND

10 GA. WIRE

WOVEN MESH

3/8" EXPANSION

BOLT

2" X 7" X 1/4"

BASEPLATE W/ 3/8"

ROUND HOLES

M A

1" X 1" X 14 GA.

STEEL ANGLE

FRAME

NOTE: PROVIDE BLOCKING

AS REQUIRED.

3/8" X 1"

STRAIGHT BOLT

10 GA. WIRE

WOVEN MESH

2" X 2" 14 GA.

STEEL TUBE

BEYOND

10 GA. WIRE

WOVEN MESH

SLOTTED ANGLE

1 1/4" X 1 1/4" X 1/8"

STEEL ANGLE

FRAME

2" X 2" 14 GA.

STEEL TUBE

10 GA. WIRE

WOVEN MESH

3/8" EXPANSION

BOLT

2" X 7" 1/4"

BASEPLATE W/ 3/8"

ROUND HOLES

1" X 1" X 14 GA.

STEEL ANGLE

FRAME

M A

3/8" CORNER

BOLT TO THE

INSIDE OF WIRE

MESH CAGE

WIRE MESH

PANEL

2" X 2" 14 GA.

STEEL TUBE

1/4" X 4" X 4" BASE

PLATE W/ 3/8"

ANCHORS

10 GA. WIRE

WOVEN MESH

3/8" MASONRY

SLEEVE ANCHORS

4 PER PANEL

3/8" X3" STRAIGHT

BOLT

2" X 7" 1/4"

BASEPLATE W/ 3/8"

ROUND HOLES

10 GA. WIRE

WOVEN MESH

1" X 1" X 1/8" STEEL

ANGLE FRAME

2" X 2" 14 GA. STEEL TUBE

W a yz a ta

B ou le va rd S ui te

M in n ea p ol is M in ne so ta w w w .s ta nl ey co ns ul ta nt s.

co m

Sheet

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A L L A

N C

O N

T R

A C

G C

O M

M A

N D

C -F

O R

T M

C C

O Y

O U

T H

R S

T R

E E

T F

O R

T M

C C

O Y

I -5

D E

S C

N M

A R

K D

A T

E A

P P

88th READINESS

DIVISION

A R

M Y

R E

S E

R V

E th

R E

A D

S S

N S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L E

L O

T D

A T

C O

N T

R A

C T

N O

P R

O J E

C T

C O

D E

A N

S I D

1 2 3 4 5 6 7 8 9 10

A-501

D E

T A

FINAL DESIGN FOR SOLICITATION

B B

W R

M M

M Y

Y Y

W S

A -1

-F

-2

3" = 1'-0"E5

3 WAY TUBE CONNECTION

3" = 1'-0"E8

METAL CAGE CORNER CONNECTION

3" = 1'-0"C3

METAL CAGE BASE - TYP.

3" = 1'-0"E1

METAL CAGE HINGE DOOR - TYP.

3" = 1'-0"C8

METAL CAGE TO DECK

3" = 1'-0"C6

METAL CAGE W/ CAGE CEILING

3" = 1'-0"A4

METAL CAGE WALL CONECTION TYPE 2

3" = 1'-0"A8

METAL CAGE WALL CONNECTION - TYP.

3" = 1'-0"A1

METAL CAGE WALL CONNECTION TYPE 3

3" = 1'-0"C1

POST CONNECTION - TYP.

EXISTING CONCRETE BEAM TO

REMAIN

EXISTING DOOR

AND FRAME TO

REMAIN

TRANSFER GRILLE -

SEE MECH

EXISTING CONCRETE BEAM TO

REMAIN

EXISTING BRICK

EXISTING DOOR

AND FRAME TO

REMAIN

DUCT - SEE MECH SUPPLY REGISTER -

SEE MECH

BACKER ROD AND

SEALANT

EXISTING CONCRETE HEADER

TO REMAIN

SEALANT

24 GA. METAL

FLASHING

0' - 4"

4" FLANGED

COLLAR ALL THE

WAY AROUND DUCT

SEALANT

24 GA. METAL

FLASHING

4" FLANGED

COLLAR ALL THE

WAY AROUND DUCT

MATCH THICKNESS OF

EXISTING POLYURETHANE

FOAM

NOTES:

1. REFER TO MEP DRAWINGS FOR LOCATION AND SIZE OF PIPE PENETRATIONS.

2. CONTRACTOR/APPLICATOR SHOULD BE QUALIFIED AND EXPERIENCED IN THE

APPLICATION OF THE POLYURETHANE FOAM ROOFING SYSTEM AND HAVE A MIN.

OF 5 YEARS EXPERIENCE.

3. ENSURE ALL WORK IS EXECUTED TO MAINTAIN ANY EXISTING WARRENTIES.

4. ROOF SURFACE SHALL BE INSPECTED AND APPROVED BY CONTRACTING

OFFICER.

MATCH EXISTING 14-16 MILS

TOP COAT

MATCH EXISTING 50 MIL HIGH

DENSITY BASE COAT

W a yz a ta

B ou le va rd S ui te

M in n ea p ol is M in ne so ta w w w .s ta nl ey co ns ul ta nt s.

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M Y

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A L L A

N C

O N

T R

A C

G C

O M

M A

N D

C -F

O R

T M

C C

O Y

O U

T H

R S

T R

E E

T F

O R

T M

C C

O Y

I -5

D E

S C

N M

A R

K D

A T

E A

P P

88th READINESS

DIVISION

A R

M Y

R E

S E

R V

E th

R E

A D

S S

N S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L E

L O

T D

A T

C O

N T

R A

C T

N O

P R

O J E

C T

C O

D E

A N

S I D

1 2 3 4 5 6 7 8 9 10

A s i n d ic a te d

A-502

D E

T A

FINAL DESIGN FOR SOLICITATION

D e s ig n e r

A u th o r

C h e c k e r

M M

M Y

Y Y

W S

A -1

-F

-2

1 1/2" = 1'-0"A4

INTERIOR WALL AT DOOR SECTION

1 1/2" = 1'-0"A1

END WALL AT DOOR SECTION

3" = 1'-0"E1

PIPE PENETRATION DETAIL

S O

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N E

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R I P

T I O

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M A

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P L O

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L O

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A P

P R

O J E

F I N

I G

I C

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A T

I O

A R

E R

V E

D I N

E S

I V

I S

I O

D E

P A

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M E

U S

R M

I S

S I O

S T

A L L A

T I O

C O

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E E

F O

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88th READINESS

DIVISION

C D

G N

S I T

E M

O L I T

I O

L A

CD001

EXST OMS

EXST PCC

PAVEMENT

EXST ASPHALT

PAVEMENT

EXST ASPHALT

PAVEMENT

REMOVE

EXST

COVERED

STORAGE

REMOVE EXST PCC

LOADING RAMPS

(BID OPTION 1)

GENERAL NOTES:

1. DETERMINE, VERIFY, AND COORDINATE THE DEMOLITION AND/OR

RELOCATION OF EXISTING SITE UTILITIES WITH THE LOCAL

REPRESENTATIVE.

2. REFER TO PAVING PLAN FOR PAVEMENT REMOVAL LIMITS.

SAWCUT AND REMOVE

EXST ASPHALT PAVEMENT

TRIM EXST TREES AS

NEEDED TO CREATE

CLEARANCE FOR WASH

RACK CANOPY

EXST

LUGENBEEL

USARC

D L W

P M

A N

S I

S D

SCALE: 1"=40'

DEMOLITION SITE PLAN

SAWCUT AND REMOVE

EXST ASPHALT PAVEMENT

SAWCUT AND

REMOVE

EXST

SIDEWALK

SAWCUT AND REMOVE

EXST SIDEWALK FOR

EQUIPMENT PAD

W S

A F

X X

W S

A D

S D

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300 Minneapolis, Minnesota 55416 www.stanleyconsultants.com

AutoCAD SHX Text 80'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text 40'

AutoCAD SHX Text 160'

AutoCAD SHX Text 120'

200'

S O

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F O

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88th READINESS

DIVISION

C D

G N

S I T

L A

C-001

EXST OMS

DUMPSTER

ENCLOSURE

WASH RACK

PCC PAVEMENT

(BID OPTION 1)

EXST PCC

PAVEMENT

EXST ASPHALT

PAVEMENT

EXST ASPHALT

PAVEMENT

EXST SANITARY

LIFT STATION

PCC CONEX BOX

PAD

GENERATOR

STORAGE SHED

GENERAL NOTES

1. EXISTING SITE PLAN DATA IS FROM LUGENBEEL USARC SITE PLAN

DATED AUGUST 7, 2004. PAVEMENT LIMITS HAVE BEEN UPDATED

APPROXIMATELY USING AERIAL IMAGERY.

2. EXISTING UTILITY DATA IS FROM U.S. ARMY RESERVE CENTER

UTILITIES PLAN, BOISE, IDAHO, DATED JANUARY 16, 1978. NOT ALL

UTILITIES ARE SHOWN. UTILITY LOCATIONS ARE APPROXIMATE.

VERIFY THE LOCATION AND SIZE OF ALL UTILTITIES PRIOR TO

CONSTRUCTION.

3. A TOPOGRAPHIC/UTILITY SURVEY WAS NOT CONDUCTED FOR THIS

PROJECT. A RECENT SURVEY WAS NOT AVAILABLE AT THE TIME OF

DESIGN. FOR HORIZONTAL AND VERTICAL SITE CONTROL, CONTACT

LOCAL REPRESENTATIVE.

4. GEOTECHNICAL SURVEY/INVESTIGATION WAS NOT CONDUCTED FOR

THIS PROJECT. FOR GEOTECHNICAL SOIL INFORMATION, CONTACT

LOCAL REPRESENTATIVE.

5. RELOCATE EXISTING UTILITIES THAT ARE IN OPERATION OUT OF THE

AFFECTED CONSTRUCTION AREA. MAKE ALL NEEDED CONTACTS AND

COORDINATION WITH LOCAL REPRESENTATIVES TO CLEARLY

DETERMINE ALL WORK REQUIREMENTS INCLUDING, BUT NOT LIMITED

TO, MARKING OF EXISTING UNDERGROUND UTILITIES, DIGGING

PERMITS, SCHEDULING OF OUTAGES, AND ALL NECESSARY

DISCONNECTIONS AND RECONNECTIONS. IMMEDIATELY REPAIR AT

CONSTRUCTION CONTRACTOR'S EXPENSE, EXISTING UTILITIES

DAMAGED DURING CONSTRUCTION.

6. VERIFICATION OF LOCATION, CONFIGURATION, AND CONDITION OF

ALL SITE FEATURES (OVERHEAD, SURFACE, AND UNDERGROUND)

SHALL BE COMPLETED PRIOR TO BEGINNING CONSTRUCTION.

7. PRIOR TO BEGINNING CONSTRUCTION, DOCUMENT CONFIGURATIONS

(HORIZONTAL AND VERTICAL) OF ROAD PAVEMENTS, SIDEWALKS,

LANDSCAPED AREAS, AND ALL SITE FEATURES IN PROJECT AREA.

EXISTING SITE FEATURES IMPACTED OR DAMAGED DURING

CONSTRUCTION AS A RESULT OF CONSTRUCTION SHALL BE

REPLACED SAME AS PRE-CONSTRUCTION CONDITION OR BETTER.

8. CONTROL STORMWATER RUNOFF BY CONVEYING SURFACE

DRAINAGE DURING CONSTRUCTION TO WHERE IT HAS HISTORICALLY

DRAINED. SURFACE DRAINAGE SHALL NOT CAUSE NEW PONDING OR

SOIL EROSION AS A RESULT OF CONSTRUCTION ACTIVITIES.

9. DURING AND FOLLOWING CONSTRUCTION, MAINTAIN AND FINISH

GRADES TO UNIFORM, NEAT APPEARANCE AND PROVIDE POSITIVE

DRAINAGE.

10. DIMENSIONS FOR SITE LAYOUT AND CONSTRUCTION ARE NOT TO BE

SCALED FROM ANY SITE DRAWING. IF PERTINENT DIMENSIONS ARE

NOT SHOWN, CONTACT THE LOCAL REPRESENTATIVE FOR

CLARIFICATION.

EXST

LUGENBEEL

USARC

EXST LIGHT POLE

(TYP)

D L W

P M

A N

S I

S D

SCALE: 1"=40'

SITE PLAN

EXST FENCE

EQUIPMENT PAD

W S

A F

X X

W S

A D

S D

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300 Minneapolis, Minnesota 55416 www.stanleyconsultants.com

AutoCAD SHX Text 80'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text 40'

AutoCAD SHX Text 160'

AutoCAD SHX Text 120'

200'

DUMPSTER

ENCLOSURE, REFER

TO SHEET S-103

Sheet

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88th READINESS

DIVISION

C D

G N

P A

V I N

L A

C-002

S D

EXST OMS

WASH RACK, REFER

TO SHEET C-503

MATCH EXTENTS OF

LOADING RAMP REMOVAL

(BID OPTION 1)

EXST PCC

PAVEMENT

EXST ASPHALT

PAVEMENT

GENERATOR STORAGE SHED,

REFER TO ARCHITECTURAL

DRAWINGS

GENERAL NOTES

1. SLOPE GRADES AWAY FROM BUILDINGS AND STRUCTURES. MATCH

NEW PAVEMENT EDGE ELEVATIONS WITH SURROUNDING EXISTING

PAVEMENT.

2. DISTURBED AREAS NOT RECEIVING PAVEMENT SHALL BE SEEDED.

3. REFER TO ARCHITECTURAL DRAWINGS FOR BOLLARD LOCATIONS.

REFER TO DETAIL B1, SHEET C-501 FOR BOLLARD DETAIL.

KEYNOTES

1. PCC PAVEMENT, DETAIL C2, SHEET C-501

2. HMA PAVEMENT PATCH, MATCH EXISTING THICKNESS

3. CONTRACTION JOINT, DETAIL D2, SHEET C-502

4. EXPANSION JOINT, DETAIL D4, SHEET C-502

5. PCC SIDEWALK, 4" THICK

6. OIL WATER SEPARATOR, REFER TO SHEET M-101

4 TYP ALL SIDES

TYP

EXST 6" SSWR

D L W

P M

A N

S I

S D

SCALE: 1"=20'

PAVING PLAN

PAVEMENT TYPE LEGEND

PCC PAVEMENT

PCC SIDEWALK

HMA PAVEMENT

TYP

8 7

ELEVATION 20.0' (ASSUMED)

PERIMETER OF WASH RACK

ELEVATION 20.1

(SET FROM ASSUMED EDGE

OF EXISTING ASPHALT LOT)

EQUIPMENT PAD,

REFER TO M-102

W S

A F

X X

W S

A D

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300 Minneapolis, Minnesota 55416 www.stanleyconsultants.com

AutoCAD SHX Text 40'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 80'

AutoCAD SHX Text 60'

100'

1/2" FORMED CONCRETE

PAINT COLOR: SAFETY YELLOW

8" DIAMETER- SCHEDULE 40 STEEL PIPE

FILLED WITH CONCRETE

1" CROWN

GRADE SURFACE

CONCRETE FOOTING

24" DIA

(MIN)

HOT APPLIED JOINT SEALANT ASTM

D6690 WHERE ADJACENT AT HMA

PAVEMENT. 1/2" EXPANSION JOINT

MATERIAL AT CONCRETE

SLAB/PAVEMENT.

7" PCC PAVEMENT

6" AGGREGATE BASE COURSE

Sheet

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F O

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88th READINESS

DIVISION

C D

G N

C I V

I L

E T

A I L S

C-501

D L W

P M

N O

N E

A N

S I

S D

SCALE: NTS

BOLLARD WITH FOOTING

SCALE: NTS

PCC PAVEMENT

W S

A F

X X

W S

A D

S D

5775 Wayzata Boulevard, Suite 300 Minneapolis, Minnesota 55416 www.stanleyconsultants.com

S O

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F I

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F O

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88th READINESS

DIVISION

C D

G N

P C

I N

E T

A I L S

C-502

D L W

P M

N O

N E

A N

S I

S D

3/8" (± 1/8")

T = PCC THICKNESS

SCALE: NTS

PCC/HMA JOINT SEAL

SCALE: NTS

THICKENED EDGE EXPANSION JOINT

HOT-APPLIED

JOINT SEALANT

TACK COAT

HMA PAVEMENT

PCC PAVEMENT

BACKER ROD FIT SNUG

INTO JOINT

REMOVE ALL HMA

FROM PCC FACE

PREFORMED

NON-EXTRUDING

JOINT FILLER

SAWED CONTRACTION JOINT

SCALE: NTS

C-502

1/2"

5'-0"

BACKER MATERIAL

FINAL SAWCUT

FOR JOINT

SEALANT

INITIAL FINISHED

INITIAL

FINISHED

T = THICKNESS OF

PAVEMENT

W= WIDTH (3/4")

D= 0.5 W

SCALE: NTS

CONTRACTION JOINT SEAL DETAILS

SCALE: NTS

EXPANSION JOINT SEAL DETAILS

BACKER

ROD

1/8" MIN

INITIAL SAWCUT

N O

3/4"

POURED JOINT SEALER

NOTE:

1. D+ BACKER MATERIAL

AS RECOMMENDED

BY MANUFACTURER.

N O

FINAL SAWCUT

FOR JOINT

SEALANT

3/4"

PREFORMED

NON-EXTRUDING JOINT

FILLER

POURED JOINT SEALER

NOTE:

1. D+ BACKER MATERIAL

AS RECOMMENDED

BY MANUFACTURER.

EXST PAVEMENT

NEW PAVEMENT

(1/2" FOR STRUCTURE

ISOLATION)

(1/2" FOR STRUCTURE

ISOLATION)

W S

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88th READINESS

DIVISION

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C-503

TYPICAL WASH RACK GRATE AND SUPPORT SECTION

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

16'-0" GRIT TRAP

SEDIMENT PLATE

GRIT TRENCH

DISCHARGE SUMP

1% SLOPE

POSTIVE

DRAINAGE

1% SLOPE

14'-0"

GRIT TRENCH

DISCHARGE SUMP

1% SLOPE

GRIT TRENCH - SOUTH END SECTION

SCALE: 1"=1'-0"

C-503

TWO SEDIMENT PLATES, 1/2" THICK

TYPE 304 STAINLESS STEEL.

SIZE WIDTH TO ALLOW RECTANGULAR

ORIFICE 1/8" TO 1/4" (EXPECTING WIDTH

OF 12 15/16" TO 12 7/8").

SIZE HEIGHT TO ALLOW OVERFLOW GAP

OF 1" TO 1 1/2" (EXPECTING HEIGHT OF

15" TO 15 1/2").

INCLUDE GRAB OPENING, 2" FROM TOP

OF PLATE, 4" WIDE BY 2" HIGH,

ROUNDED CORNERS.

1% SLOPE

TYPICAL WASH RACK GRATE

AND SUPPORT SEE

C-503

M K

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

GRIT TRAP SECTION

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

WASH RACK PAD

1" SLOT FOR SEDIMENT PLATES

2'-0"8" 8"

4" PVC DISCHARGE PIPE

TO OIL-WATER

SEPARATOR. SEE

SECTION B3

2'-0"

DISCHARGE PIPING PROFILE WITH OIL-WATER SEPARATOR

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

EXST SANITARY LIFT

STATION, 6' DIAMETER

STRUCTURE

2.8%

SLO

PE M

2.8%

SLO

PE M

OVERLAND DISTANCE FROM CENTER OWS MANHOLE TO

EDGE OF 6' DIAMETER LIFT STATION 7'-0"

DISCHARGE SUMP

A3A1

EXST INLET PIPE

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OVERLAND DISTANCE BETWEEN STRUCTURES 15'-0"

B E

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PACKAGED OIL-WATER

SEPARATOR (OWS) 350

GLA HIGHLAND TANK OR

EQUAL

B E

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R A

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HEAVY DUTY TRENCH FRAME AND

GRATE/LID (BY NEENAH FOUNDRY;

R-4990-HX, TYPE D GRATE OR EQUAL)

D E

E P

HEAVY DUTY TRENCH FRAME AND

GRATE/LID (BY NEENAH FOUNDRY;

R-4990-HX, TYPE A GRATE OR EQUAL)

HEAVY DUTY TRENCH FRAME AND

GRATE/LID (BY NEENAH FOUNDRY;

R-4990-HX, TYPE A GRATE OR EQUAL)

GRAB OPENINGS

OVERFLOW GAP, 1" TO

1 1/2" TALL

RECTANGULAR ORIFICE,

1/8" TO 1/4" WIDE

OVERFLOW GAP

FOR STRUCTURAL

DESIGN SEE

W S

A F

X X

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S-101

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300 Minneapolis, Minnesota 55416 www.stanleyconsultants.com

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text 15'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text 0'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 4'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 6"

AutoCAD SHX Text 0'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text 0'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 1-1/2"=1'-0"

AutoCAD SHX Text 1'

AutoCAD SHX Text 9"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 0'

AutoCAD SHX Text 1'

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88th READINESS

DIVISION

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S-001

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BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2015; PUBLISHED BY

INTERNATIONAL CODE COUNCIL, INC.

STEEL DESIGN CODE: AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

CONCRETE DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE,

ACI 318-14; PUBLISHED BY AMERICAN CONCRETE INSTITUTE.

ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES;

PUBLISHED BY AMERICAN SOCIETY OF CIVIL ENGINEERS.

STRUCTURAL DESIGN CRITERIA:

ROOF LIVE LOADS: 20 PSF

ROOF SNOW LOAD:

WIND DESIGN DATA:

EARTHQUAKE DESIGN DATA:

FLOOD DESIGN DATA:

GROUND SNOW LOAD (Pg): 20 PSF

FLAT ROOF SNOW LOAD (Pf): 25 PSF

SNOW EXPOSURE FACTOR (Ce): 1.0

SNOW IMPORTANCE FACTOR (I): 1.0

THERMAL FACTOR (Ct): 1.2

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT (GCpi): 0 PSF

16.

FIELD MEASUREMENT NOTES:

1. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE; CONTRACTOR

SHALL MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES

AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON DRAWINGS AND TO PROVIDE

DIMENSIONS NOT SHOWN, PRIOR TO FABRICATION. COSTS FOR MODIFICATIONS

OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF DIMENSIONS BY

FIELD MEASUREMENTS SHALL BE BORNE BY CONTRACTOR.

GENERAL STRUCTURAL SYMBOLS

DECK SPAN

MOMENT CONNECTION

METAL DECK

SLAB CONTROL JOINT

SLAB CONSTRUCTION JOINT

SLOPE

SLOPE ARROW

SLAB EXPANSION JOINT

DECK SPAN

GUARDRAIL

RISK CATEGORY: II

BUILDING ENCLOSURE: OPEN FOR WASH RACK, ENCLOSED FOR

GENERATOR STORAGE

GUST EFFECT FACTOR: 0.85

TOPOGRAPHIC FACTOR, (Kzt): 1.0

MASONRY DESIGN CODE: BUILDING CODE REQUIREMENTS AND SPECIFICATIONS

FORMASONRY STRUCTURES AND RELATED COMMENTARIES, ACI 530-13; PUBLISHED BY

AMERICAN CONCRETE INSTITUTE.

ANCHOR BOLT (AB)

MECHANICAL ANCHOR (MA)

(EXPANSION ANCHOR, UNO)

ADHESIVE ANCHOR (AA)

RISK CATEGORY: II

6. STRUCTURAL STEEL: PIPE ASTM A53 GRADE B 35 KSI.

CONCRETE COMPRESSIVE STRENGTH: 4000 PSI AT 28 DAYS.

MASONRY COMPRESSIVE STRENGTH (fm'): 1500 PSI.

9..

10. REINFORCING STEEL: ASTM A615, GRADE 60.

11. REQUIRED SAFE NET ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF.

12. FROST DEPTH: 2 FEET.

13.

14.

15.

BASIC WIND SPEED (3 SEC GUST): 115 MPH

A. RISK CATEGORY: II

B. SEISMIC IMPORTANCE FACTOR (I): 1.0

C. SHORT PERIOD SPECTRAL RESPONSE ACCELERATION (S ): 0.30g

D. 1 SECOND SPECTRAL RESPONSE ACCELERATION (S ): 0.10g

E. SITE CLASS: D

F. SHORT PERIOD SPECTRAL RESPONSE PARAMETER (S ): 0.312g

G. 1 SECOND SPECTRAL RESPONSE PARAMETER (S ): 0.16g

H. SEISMIC DESIGN CATEGORY (SDC): B

I. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

J. BASIC SEISMIC-FORCE-RESISTING SYSTEM: BY PEMB MANUFACTURER

K. RESPONSE MODIFICATION FACTOR (R): 3.0

L. SEISMIC RESPONSE COEFFICIENT (C ): 0.104

17.

A. FLOOD HAZARD AREA: NONE

GENERAL NOTES

1. ALL SYMBOLS SHOWN ON THIS LEGEND MAY NOT APPEAR ON THIS SET OF

DRAWINGS.

2. FOR GENERAL LEGEND AND ABBREVIATIONS, SEE "G" DRAWINGS.

3. THE FOLLOWING STRUCTURAL GENERAL NOTES APPLY TO ALL STRUCTURES

WHERE FULL STRUCTURAL DESIGN IS PROVIDED AND SHALL BE USED AS A BASIS

FOR STRUCTURAL DESIGN OF PERFORMANCE SPECIFIED STRUCTURES. THE

NOTES AND DETAILS FOUND IN THE S-SERIES DRAWINGS ARE TO BE USED ALONG

WITH NOTES, SCHEDULES AND DETAILS PROVIDED WITHIN THE BUILDING SPECIFIC

DRAWINGS. IN CASE OF CONFLICT BETWEEN THESE GENERAL STRUCTURAL

NOTES, S-SERIES SHEETS, SPECIFICATIONS, AND DRAWINGS, THE MOST RIGID

REQUIREMENTS AS DETERMINED BY THE OWNER WILL GOVERN.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE

WORK AT THE JOB SITE.

5. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR

IDENTIFYING AND IMPLEMENTING THE NECESSARY PRECAUTIONS TO MAINTAIN

AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF

CONSTRUCTION.

6. TEMPORARY BRACING, SHEETING, SHORING, ETC, REQUIRED TO ENSURE THE

STRUCTURAL INTEGRITY/STABILITY OF THE EXISTING BUILDINGS, SIDEWALKS,

UTILITIES, ETC, DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE

CONTRACTOR.

7. IMPLEMENTATION OF JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

8. FOR LOCATIONS AND DIMENSIONS OF PARTITIONS, SLAB DEPRESSIONS,

EMBEDDED OR ATTACHED ITEMS, REFER TO THE ARCHITECTURAL, MECHANICAL,

ELECTRICAL, OR PLUMBING DRAWINGS AS APPLICABLE.

9. SLEEVES OR BLOCK-OUTS REQUIRED FOR PASSAGE OF DUCTWORK, PIPING,

DRAINS, CONDUIT, ETC, IN ADDITION TO ANCHORS AND HANGERS REQUIRED FOR

EQUIPMENT AND PIPING AND UNDER-SLAB UTILITIES ARE NOT SPECIFICALLY, NOR

GENERALLY, INDICATED ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR IS

RESPONSIBLE FOR DETERMINING SUCH REQUIREMENTS PRIOR TO FABRICATION

OR ERECTION OF THE STRUCTURE. PENETRATIONS OF STRUCTURAL MEMBERS

ARE SUBJECT TO APPROVAL BY THE OWNER.

10. DIMENSIONS AND INSTALLATION DETAILS OF PURCHASED EQUIPMENT MUST BE

VERIFIED AND COORDINATED WITH THE SUPPORTING STRUCTURE. THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH REQUIREMENTS FROM

SUBCONTRACTORS AND EQUIPMENT SUPPLIERS ALONG WITH COORDINATING THE

LOCATIONS AND DETAILS FOR THESE ITEMS PRIOR TO FABRICATION OR ERECTION

OF THE SUPPORTING STRUCTURE. ANY CONFLICTS BETWEEN THESE ITEMS AND

THE BUILDING STRUCTURE IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER

FOR RESOLUTION.

11. THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR STRUCTURAL FEATURES,

UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ON PLANS AND DETAILS ARE TO

GOVERN THE STRUCTURAL WORK. THE CONTRACTOR IS TO REFER TO THE

ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS NOT PROVIDED.

DIMENSIONAL CONFLICTS IN THE DOCUMENTS SHALL BE BROUGHT TO THE

ATTENTION OF THE OWNER.

12. WORK NOT INDICATED ON A PART OF THE DRAWINGS, BUT REASONABLY IMPLIED

TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING LOCATIONS, IS TO BE

REPEATED.

13. DETAILS DESIGNATED AS "TYPICAL DETAILS," APPLY GENERALLY TO THE

DRAWINGS IN AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN

THE DETAILS.

14. DIMENSIONS ARE SHOWN USING FEET AND INCHES UNLESS OTHERWISE NOTED.

15. DO NOT SCALE SHEETS.

16. ALL STRUCTURAL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS

OF THE PROJECT SPECIFICATIONS.

17, ALL EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE OWNER OR ITS

APPROVED AGENT PRIOR TO PLACING CONCRETE.

CONCRETE NOTES:

CONSTRUCTION JOINTS AS SHOWN MAY BE VARIED TO SUIT PLACING SEQUENCE

PROVIDED THE RELOCATION, ADDITION, OR DELETION OF CONSTRUCTION JOINTS IS

APPROVED BY THE ENGINEER PRIOR TO PREPARATION OF REINFORCING STEEL

SHOP DRAWINGS.

KEYWAY DIMENSIONS: DEPTH 1-1/2"; WIDTH ONE-THIRD THAT OF MEMBER UNLESS

SHOWN OTHERWISE.

CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT STRENGTH TO

SAFELY WITHSTAND LOADING…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 17, 2022.