D49_CoveredParking_Bid-Drawings_250711.pdf

PDF 8 MB Posted Jul 17, 2025

Attached to: Central Office Additions State and local contract opportunity
Solicitation number: RFP # 2025-CO-0717
Issued by: El Paso County, Colorado

About this file

Written by GovTribe AI · Jul 17, 2025

The provided documents are comprehensive bid drawings for the School District 49 (D49) Grounds Expansion Covered Parking project located at 10850 E. Woodmen Road in Falcon, Colorado. The project involves constructing a covered parking structure spanning approximately 325 feet long and 80 feet wide, with a total area of 25,462 square feet. The design is a pre-engineered metal building with an eave height of 18 feet, classified as an S-2 occupancy (low-hazard storage) and Type II-B construction. The covered parking will accommodate multiple vehicles, including vans, trucks, trailers, and other district fleet vehicles, with designated parking spaces for various vehicle types and sizes.

The construction documents detail specific technical requirements, including structural, electrical, and civil specifications. The project is designed to meet the 2021 International Building Code and includes provisions for seismic design category A, with a basic wind speed of 130 mph. Electrical systems include lighting, power distribution, and security camera infrastructure. The site plan shows integration with existing district facilities, including the warehouse/transportation and support offices. The project appears to be funded by the school district and is part of a broader grounds expansion initiative, with bid documents dated July 11, 2025, indicating a future construction timeline.

View the file

Other files for this state and local contract opportunity

Other files attached to Central Office Additions, newest first.
File	Type	Posted
D49 Bid Form 2025.docx	DOCX document	Jul 17, 2025
GROUNDS EXPANSION BARN AND COVERED PARKING Project Manual-Bid Documents 20250711.pdf	PDF	Jul 17, 2025
RFP_Cover_Page _ Signature Sheet (2) (1).pdf	PDF	Jul 17, 2025
Appendix C PEMB Covered Parking Quote.pdf	PDF	Jul 17, 2025
Barn Shop Drawings.pdf	PDF	Jul 17, 2025
D49_Site_Bid-Drawings_250711.pdf	PDF	Jul 17, 2025
Overhead Coiling Doors Specs.pdf	PDF	Jul 17, 2025
Sample Contract.pdf	PDF	Jul 17, 2025
D49_Barn_Bid-Drawings_250711.pdf	PDF	Jul 17, 2025
Final Q_A from Previous IFB.pdf	PDF	Jul 17, 2025
Q_A From 2ndIFB.pdf	PDF	Jul 17, 2025
Seeding _ Mulching City of Colorado Springs.pdf	PDF	Jul 17, 2025
2025 Contract Format NEW.pdf	PDF	Jul 17, 2025
Appendix C PEMB Barn Quote.pdf	PDF	Jul 17, 2025
Covered Parking Shop Drawings.pdf	PDF	Jul 17, 2025
Drainage Report.pdf	PDF	Jul 17, 2025
RFP_2025_CO_0717.pdf	PDF	Jul 17, 2025
Soils Report Kumar.pdf	PDF	Jul 17, 2025

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SCHOOL DISTRICT 49

GROUNDS EXPANSION

COVERED PARKING

10850 E WOODMEN RD,

FALCON, CO 80831

BID DOCUMENTS

JULY 11, 2025

INDEX OF DRAWINGS PROJECT TEAMVICINITY MAP

PROJECT DATA

MECHANICAL / PLUMBING ENGINEER

M-E ENGINEERS, INC

1125 KELLY JOHNSON BLVD, SUITE 301

COLORADO SPRINGS, CO 80920

719.536.0036

CONTACT:

JEREMY O'BRIEN, PE, LEED AP

JEREMY.OBRIEN@ME-ENGINEERS.COM

ELECTRICAL ENGINEER

M-E ENGINEERS, INC

1125 KELLY JOHNSON BLVD, SUITE 301

COLORADO SPRINGS, CO 80920

719.536.0036

CONTACT:

JEREMY O'BRIEN, PE

JEREMY.OBRIEN@ME-ENGINEERS.COM

TECHNOLOGY DESIGN

BCER

10807 NEW ALLIGIANCE DR, SUITE 400

COLORADO SPRINGS, CO 80921

719.533.1112

CONTACT:

DAVID HOAG, PE

DAVID.HOAG@BCER.COM

GENERAL CONTRACTOR

COMPANY NAME

ADDRESS

PHONE #

CONTACT:

NAME

CLIENT

FALCON SCHOOL DISTRICT 49

10850 E WOODMEN RD,

FALCON, CO 80831

CONTACT:

JIM ROHER, CONTRACTS AND

PROCUREMENT MANAGER

JAMES.ROHR@D49.ORG

ARCHITECT | INTERIOR DESIGN

DLR GROUP

523 S CASCADE, SUITE 100

COLORADO SPRINGS, CO 80903

719.634.0205

CONTACT:

JADEE HARSMA, AIA, LEED AP BD+C

JHARSMA@DLRGROUP.COM

DAVID RIGGS, AIA

DRIGGS@DLRGROUP.COM

STRUCTURAL ENGINEER

MGA STRUCTURAL ENGINEERS, INC.

115 S WEBER ST #101

719.635.4473

CONTACT:

KEVIN ROTH, P.E., PRESIDENT

KEVIN@MGASE.COM

CIVIL ENGINEER

KIOWA ENGINEERING

1604 S 21ST ST,

COLORADO SPRINGS, CO 80904

719.630.7342

CONTACT:

ANDY MCCORD

AMCCORD@KIOWAENGINEERING.COM

PROJECT ADDRESS: 10850 E WOODMEN RD.

FALCON, CO 80831

GROSS AREA: TOTAL 26,000 SF

CONSTRUCTION

CLASSIFICATION: TYPE IIB

USE & OCCUPANCY: S-2: STORAGE - LOW HAZARD STORAGE

REFER TO SHEET CP1.1 FOR COMPLETE CODE STUDY INCLUDING ALLOWABLE AREA,

EXITING, AND FIRE RATING REQUIREMENTS.

E Woodmen RdE Woodmen Rd E Woodmen Rd

Woodmen Frontage RdWoodmen Frontage Rd

B en t G ra ss M ea do w s

D r

Bent Grass Meadows Dr

PROJECT SITE

F al co n

M ea do w s B lv d

Accipiter Dr

Tamlin Rd

Ta m lin R d

Rolling Thunder Way

Rolling Thunder W ay

Eastonville Rd

M er id ia n R d

M eridian Rd

Highway 2

FALCON MKT PL

L R

G ro u p

REVISIONS

A B C D E F

A u to d e s k D o c s /3

-2

-0

G ro u n d Y a rd

P ro je c t/

-2

-0

C o v e re d P a rk in g

.r v t

37-24108-00

07.11.2025

R O

U N

D S

E X

P A

N S

BID DOCUMENTS

COVER SHEET

G0.1

W O

O D

M E

N R

D P

E Y

T O

N C

C O

V E

R E

D P

A R

.ARCHITECTURAL.

AS1.1 ARCHITECTURAL SITE PLAN

A1.1 LEVEL 01 - FLOOR PLAN, EXTERIOR ELEVATIONS, BUILDING SECTIONS

A1.3 ROOF PLAN, REFLECTED CEILING PLAN, WALL SECTION, SCHEDULES,

DETAILS

.GENERAL.

G0.1 COVER SHEET

G1.1 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

.CIVIL.

C-1 CIVIL SITE PLAN

C-2 CIVIL DEMO PLAN

.STRUCTURAL.

S1.0 GENERAL NOTES

S1.1 FOUNDATION PLAN & DETAILS

.ELECTRICAL.

E0.1 ELECTRICAL LEGEND

E0.2 ELECTRICAL SPECIFICATIONS

E0.3 ELECTRICAL SPECIFICATIONS

ED1.1 ELECTRICAL DEMOLITION SITE PLAN

ES1.1 ELECTRICAL NEW WORK SITE PLAN

E1.1 POWER PLAN & SCHEDULES

E1.2 LIGHTING PLAN & SCHEDULES

E2.1 ELECTRICAL DIAGRAMS

.CODE.

CP1.1 CODE PLAN

.SPECIAL SYSTEMS.

T0.1-C COMMUNICATIONS TITLE SHEET

T0.2-C COMMUNICATIONS PROJECT NOTES

T0.3-C COMMUNICATIONS SCHEDULES

T0.4-C COMMUNICATIONS SCHEDULES

T1.1-C COMMUNICATIONS SITE PLAN

T2.1-C LEVEL 1 COVERED PARKING COMMUNICATION PLAN

T5.2-C ONE_LINE DIAGRAMS

T6.1-C COMMUNICATIONS DETAILS

GENERAL NOTES

A. GENERAL NOTES APPLY TO ALL SHEETS.

B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE

OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES,

OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.

C. THE OWNER SHALL FURNISH AND INSTALL THE FOLLOWING

ITEMS: 1. PRE ENGINEERED METAL BUILDING 2. EQUIPMENT AS

INDICATED ON PLANS

D. INCLUDE ALL OWNER-FURNISHED AND INSTALLED ITEMS AND

OWNER-FURNISHED AND CONTRACTOR-INSTALLED ITEMS IN

THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE

WITH THE OWNER TO ACCOMMODATE THESE ITEMS.

E. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE

MECHANICAL CONTRACTOR.

F. ARCHITECTURAL FINISH FLOOR ELEVATION 0'-0" EQUALS

ACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR 6917.00

FEET.

G. COORDINATE WITH MECHANICAL AND ELECTRICAL

CONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADS

SHOWN ON PLANS.

H. CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY. SEE

DRAWING FOR QUANTITIES AND LOCATION OF WORK. SEE

SPECIFICATIONS FOR QUALITIES AND CONDITIONS OF WORK.

I. WORK: ALL ASPECTS OF THE WORK AND ITEMS NOT

SPECIFICALLY MENTIONED, BUT NECESSARY TO MAKE A

COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND

INDICATED IN THE CONTRACTOR'S BID.

J. GENERAL SHEET NOTES ONLY APPLY TO PARTICULAR

DRAWING OR SERIES OF DRAWINGS.

K. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL BE USED

ON THIS PROJECT.

L. DO NOT SCALE DRAWINGS. DIMENSIONS NOTED PREVAIL.

NOTIFY ARCHITECT IN CASE OF DISCREPANCY.

M. HORIZONTAL AND VERTICAL DIMENSIONS ARE MINIMUM

DIMENSIONS. CLEARANCES ARE GIVEN TO FINISH SURFACES.

GC TO VERIFY ALL CLEARANCES. NOTIFY ARCHITECT IN CASE

OF DISCREPANCY.

GENERAL SYMBOLS

SIM

ROOM NAME

XXX-XX

DETAIL NUMBER

SHEET NUMBER

CROSS REFERENCE

WALL SECTION

SIMILAR OR TYPICAL

REFERENCE

DETAIL REFERENCE

BUILDING SECTION

SHEET NOTE

COLUMN GRID LINE

ROOM NUMBER/NAME

REVISION NUMBER

EARTH

GRAVEL

SAND

CONCRETE

PRECAST CONCRETE

STEEL

STONE

CONCRETE MASONRY UNIT

BRICK VENEER

LEVEL XX

XXX'-XX"

LEVEL ELEVATION

GYM FLOOR

WOOD

(CONTINUOUS BLOCKING)

WOOD

(NON-CONTINUOUS BLOCKING)

WOOD (TRIM/FINISH)

GLASS

SHINGLES

PLYWOOD (LARGE SCALE)

GYPSUM WALL BOARD

BLANKET INSULATION

RIGID INSULATION

SPRAY FOAM INSULATION

MINERAL WOOL INSULATION

PROTECTION BOARD

CARPET (LARGE SCALE)

ACOUSTIC TILE (LARGE SCALE)

TILE (LARGE SCALE)

REFERENCE KEYNOTE

XX A4.XX BUILDING ELEVATION

A12.X

XX XX

INTERIOR ELEVATION

100'-0"

TYP FF EL=

100'-0"

FINISH FLOOR

ELEVATION

SPOT ELEVATION

PROPERTY LINE

LOT LINE

EASMENT LINE

BUILDING LINE, EXISTING

BUILDING LINE, NEW W/DOOR

OPENING AND STRUCTURAL STOOP

PRIMARY CONTOUR, EXISTING

PRIMARY CONTOUR, NEW

SECONDARY CONTOUR, EXISTING

SECONDARY CONTOUR, NEW

SLOPE, PAVEMENT

DRAINAGE DITCH OR SWALE

STREET CENTERLINE

CURB, THICKENED EDGE

CURB, EXISTING

CURB, NEW

PAVING CONTRACTION JOINT

PAVING KEYED CONSTRUCTION JOINT

PAVING TIED CONSTRUCTION JOINT

PAVING EXPANSION JOINT

FENCE, SECURITY

FENCE, BARBED WIRE

FENCE, CHAIN LINK

FENCE, WOOD

SEED LIMIT

SOD LIMIT

FOUNDATION DRAIN, NON-PERFORATED

FOUNDATION DRAIN, PERFORATED

SUBDRAIN, PERFORATED

SANITARY SEWER

FORCE MAIN

WATER

FIRE

GAS

HIGH PRESSURE STEAM

MEDIUM PRESSURE STEAM

LOW PRESSURE STEAM

UNDERGROUND ELEC/TELEPHONE

OVERHEAD POWER

LAWN SPRINKLER HOT LINE

LAWN SPRINKLER LATERAL

1% SLOPE

DOWN

KCJ

KCT

xx xx xx xx x x x x

HPS

MPS

LPS

UGE/UGT

OHP

HOT

LAT

AREA INLET

CURB INLET

MANHOLE

HEAD WALL

FLARED END

CLEAN OUT

CAP

THRUST BLOCK

VALVE

POST INDICATOR VALVE

REDUCER

FIRE HYDRANT

POWER POLE

LIGHT POLE

TELEPHONE MANHOLE

TELEPHONE BOX

SPRINKLER HEAD, 360°

SPRINKLER HEAD, 270°

SPRINKLER HEAD, 180°

SPRINKLER HEAD, 90°

QUICK COUPLING

TREE, EXISTING DECIDUOUS

TREE, EXISTING CONIFER

SHADE TREE

ORNAMENTAL TREE

DECIDUOUS TREE

SHRUB

CLIPPED SHRUB

PIV

SITE SYMBOLS

PSD

ARCHITECTURAL SYMBOLS

XX/ A11.X

XX. X. XX

CASEWORK ELEVATION

DOOR NUMBER

EXTERIOR WINDOW /

CURTAIN WALL NUMBER

WALL TYPE

A110

A124

XX/ A11.X XXXX

APC-1

9' - 0"

CEILING TYPE

CEILING HEIGHT

CEILING TYPE

INTERIOR WINDOW

NUMBER

L R

G ro u p

REVISIONS

A B C D E F

A u to d e s k D o c s /3

-2

-0

G ro u n d Y a rd

P ro je c t/

-2

-0

C o v e re d P a rk in g

.r v t

37-24108-00

07.11.2025

R O

U N

D S

E X

P A

N S

BID DOCUMENTS

GENERAL NOTES,

SYMBOLS AND

ABBREVIATIONS

G1.1

W O

O D

M E

N R

D P

E Y

T O

N C

C O

V E

R E

D P

A R

GENERAL ABBREVIATIONS

# NUMBER

& AND

@ AT

ADA AMERICANS WITH DISABILITY ACT

ADDN ADDITION OR ADDITIONAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BLDG BUILDING

BSMT BASEMENT

CL CENTER LINE

CLG CEILING

CM CENTIMETER

CONC CONCRETE

CONN(S) CONNECTION(S)

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT(OR)

CTR CENTER

D DEPTH

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DIA DIAMETER

DIM DIMENSION

DIV SPECIFICATION DIVISION

DN DOWN

DTL DETAIL

DWG(S) DRAWING(S)

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EL ELEVATION

ELEC ELECTRICAL

ENG ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EXST EXISTING

EXT EXTERIOR

FIN FINISHED

FL FLOOR

FT FEET

FUT FUTURE

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

H HEIGHT

HORIZ HORIZONTAL

HT HEIGHT

i.e. THAT IS

IBC INTERNATIONAL BUILDING CODE

IN INCH

INT INTERIOR

LB(S) POUND(S)

M METER

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

OVHD OVERHEAD

PAR PARALLEL

PENT PENTHOUSE

PLYWD PLYWOOD

QTY QUANTITY

REQ(D) REQUIRE(D)

REV REVISION(S)

RM ROOM

RND ROUND

S SOUTH

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SYM SYMETRICAL

TEMP TEMPORARY

TYP TYPICAL

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

ARCHITECTURAL ABBREVIATIONS

A/E ARCHITECT/ENGINEER

AB AIR BARRIER

ABS ASBESTOS

ACC ADA ACCESSIBLE

ACR ACRYLIC

ACT ACOUSTIC CEILING TILE

AD ACCESS DOOR

ADJ ADJUSTABLE

ADJT ADJACENT

ADMIN ADMINISTRATION

AEC AUTOMATED EXTERNAL DEFIBRILLATORS

AL ALUMINUM

ALUM ALUMINUM

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

AWP ACOUSTIC WALL PANEL

B.O. BOTTOM OF

BCS BABY CHANGING STATION

BD BOARD

BLK BLOCK

BLKG BLOCKING

BLKHD BULKHEAD

BM(S) BEAM(S)

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BT BATHTUB

BTWN BETWEEN

CAB CABINET

CBD CHALKBOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CLEAR FLOAT GLASS

CGD CORNER GUARD

CI CAST IRON

CIG CLEAR INSULATING GLASS

CIP CAST IN PLACE

CJ CONTROL JOINT

CJA CONTROL JOINT ABOVE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COM COMMON

COMB COMBINATION

COMM COMMUNICATIONS

COMPR COMPRESSIBLE

CONF CONFERENCE

CONFIG CONFIGURATION

CORR CORRIDOR

CP COVER PLATE

CPT CARPET

CR CHAIR RAIL

CS COUNTERSINK

CSTJ CONSTRUCTION JOINT

CSWK CASEWORK

CT CERAMIC TILE

CTG CLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

CU COPPER

CU COMBINATION UNIT

CV CONDOM VENDOR

CY CUBIC YARD

CYL CYLINDER

DB DECIBEL

DBL DOUBLE

DC DUST COLLECTOR

DEPR DEPRESS(ION)(ED)

DEPT DEPARTMENT

DET DETENTION

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DIAG DIAGONAL

DPFG DAMPROOFING

DR DOOR

DSN DOWNSPOUT NOZZLE

DW DISHWASHER

DWL(S) DOWEL(S)

DWR DRAWER

EB EXPANSION BOLT

EE EACH END

EEW EMERGENCY EYE WASH

EEWS EMERGENCY EYE WASH SHOWER

EFF EFFICIENCY

EJ EXPANSION JOINT

ELAS ELASTOMERIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

ERF EPOXY RESIN FLOORING

EUI ENERGY USE INTENSITY

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXP EXPOSED

F FABRIC

F.O. FACE OF

FAB FABRICATE(D)

FB FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIX FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLG FLOORING

FLM FULL LENGTH MIRROR

FLUOR FLUORESCENT

FO FINISH OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPROOFING

FR FIRE RESISTANT

FRP FIBERGLASS REINFORCED PANEL

FRT FIRE RESISTANCE TREATED

FS FLOOR SINK

FSS FOLDING SHOWER SEAT

FTG FOOTING

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

G GROUT

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GD GARBAGE DISPOSAL

GEN GENERAL

GFA GROSS FLOOR AREA

GL GLUE LAMINATED

GL GLASS

GMP GUARANTEED MAXIMUM PRICE

GR GUARD RAIL

GR GRADE

GRS GALVANIZED RIGID STEEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HOLLOW CORE

HD HAND DRYER

HDF HIGH DENSITY FIBERBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HR HOUR

HR HANDRAIL

HS HARDWARE SET

HSS HOLLOW STRUCTURAL SHAPE

HVAC HEATING VENTILATING AND AIR CONDITIONING

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

IF INSIDE FACE

IIP INSULATED INFILL PANEL GLASS

IJ ISOLATION JOINT

IJS IN JOIST SPACE

INC INCLUDE(ING)

INSUL INSULATION

JAN JANITOR

JBE JOIST BEARING ELEVATION

JBX JUNCTION BOX

JCT JUNCTION

JFB JOINT FILLER BOARD

JST JOIST

JT JOINT

KCJ KEYED CONSTRUCTION JOINT

KD KNOCKDOWN

KH KITCHEN HOOD

KIT KITCHEN

L ANGLE

LAB LABORATORY

LAM LAMINATED

LAV LAVATORY

LBR LUMBER

LDG LOADING

LF LINEAR FOOT

LG LENGTH (LONG)

LG LAMINATED GLASS

LIN LINEAR

LINO LINOLEUM

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LSC LIFE SAFETY CODE

LTG LIGHTING

LV LOUVER

LVT LUXURY VINYL TILE

MAG MAGNETIC

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MB MOP BASIN

MBD MARKER BOARD

MBH MOP/BROOM HOLDER

MC MEDICINE CABINET

MEMB MEMBRANE

MH MANHOLE

MR/S MIRROR WITH SHELF

MTD MOUNTED

MTG MOUNTING

MUL MULLION

NC NOISE CRITERIA

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NOM NOMINAL

O to O OUT TO OUT

OA OVERALL

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OPPOSITE HAND

OPG(S) OPENING(S)

OSHA OPERATIONAL SAFETY AND HEALTH ADMINISTRATION

OTB OPEN TO BELOW

OVFL OVERFLOW

P PAINT

PAN B PANIC BOLT

PB PARTICLE BOARD

PC PRECAST CONCRETE

PCD PAPER CUP DISPENSER

PCT PORCELAIN CERAMIC TILE

PD PANIC DEVICE

PERF PERFORATED

PERP PERPENDICULAR

PG PATTERN GLASS

PIC PORTABLE INSTRUMENT CONNECTION

PIG PATTERN INSULATING GLASS

PL PLATE

PL PROPERTY LINE

PL PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT(OR) (ION)

PS PROJECTION SCREEN

PT POINT

PT POINT OF TANGENCY

PTD PAPER TOWEL DISPENSER

PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWL SOUND POWER LEVEL

QGV QUAD GAS VALVE

QT QUARRY TILE

QTR RND QUARTER ROUND

R RISER

RAD RADIUS

RB RUBBER BASE

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REM REMOVABLE

RESIL RESILIENT

RF RESILIENT FLOORING

RF RUBBER FLOOR

RFM RECESSED FLOOR MAT

RH ROBE HOOK

RI&C ROUGH IN AND CONNECT

S SINK

SAT SPRAYED ACOUSTIC TREATMENT

SAW SOUND ABSORBING WALL UNITS

SB SPLASH BLOCK

SC SOLID CORE

SC SHOWER CURTAIN

SCD SEAT COVER DISPENSER

SCH SHOWER CURTAIN HOOK

SCR SHOWER CURTAIN ROD

SCT STRUCTURAL CLAY TILE

SD SOAP DISPENSER

SECY SECRETARY

SF SQUARE FEET

SG SPANDREL GLASS

SG SPECIALTY GLASS

SGL SINGLE

SGV SINGLE GAS VALVE

SH SHOWER

SHM SECURITY HOLLOW METAL

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

SO SENSOR OPERATED

SPL SOUND PRESSURE LEVEL

SQ SQUARE

SR SURFACE MOUNTED ELECTRICAL RACEWAY

SS SOLID SURFACE

SSA STORM SHELTER AREA

SSM SOLID SURFACE

SSS STAINLESS STEEL SHELF

SST STAINLESS STEEL

ST STONE

ST STAIR

STAG'D STAGGERED

STC SOUND TRANSMISSION CLASS

STGR STRINGER

SUBFL SUBFLOOR

SUL SULPHUR

SURF SURFACE

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SVF SERVICE FIXTURE

SVG SERVICE FIXTURE GROUP

T TREAD

T&G TONGUE AND GROOVE

T.O. TOP OF

TAN TANGENT

TB TOWEL BAR

TBD TACK BOARD

TCP TOILET COMPARTMENT PARTITION

TERR TERRAZZO

TFG TINTED FLOAT GLASS

TG TEMPERED GLASS

TH THRESHOLD

THK THICK(NESS)

TI TENANT IMPROVEMENT

TIG TINTED INSULATING GLASS

TMR TILT MIRROR UNIT

TOIL TOILET

TOP TOP OF PAVING

TRANS TRANSVERSE

TT TERRAZZO TILE

TTD TOILET TISSUE DISPENSER

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

TW TACK WALL

UL UNDERWRITERS LABORATORIES

UR URINAL

US UTILITY SHELF

UTIL UTILITY

VB VAPOR BARRIER

VB VINYL BASE

VCB VENTED COVE BASE

VF VINYL FLOOR

VOC VOLITILE ORGANIC COMPOUND

VOL VOLUME

VP VENEER PLASTER

VT VINYL TILE

VWC VINYL WALL COVERING

W WIDE

WB WALL BASE

WC WATER CLOSET

WC WALL COVERING

WCL WATER CLOSET/LAVATORY COMBINATION

WD WOOD

WDF WOOD FLOORING

WDW WINDOW

WG POLISHED WIRE GLASS

WI WROUGHT IRON

WOM WALK OFF MAT

WR WASTE RECEPTACLE

WRB WEATHER RESISTANT BARRIER

WW WARM WHITE

WWF WELDED WIRE FABRIC

YD YARD

D .S.

E.M

G .M.

W T

COCO

D .S.

E.V.

ELEC

E.M

E.V.

D .S.

W .M

E.V.

E.M

P O

ST P

P O

STP

P O

G .M.

D .S.

G .P. G .P.

G .P.

D .W.

T N

T N T N

T N

FLAG

P O

E E

E.V.

P O

F.O .V.

LEGEND - CODE FLOOR PLANS

1"0

0"0.

OCCUPANT LOAD TAG (GROSS)

- SEE PATTERN FOR APPLIED LOAD FACTOR

XX MIN - DOOR FIRE RATING

Space Function

XXXX SF

XXX SF/OCCXXX OCC

Area name

REQUIRED WIDTH FOR OCCUPANT LOAD (INCHES)

REQUIRED OCCUPANT LOAD

CAPACITY OF EGRESS COMPONENT (WIDTH IN INCHES)

CAPACITY OF EGRESS COMPONENT (OCCUPANTS)

LOAD FACTOR (INCHES/OCCUPANT)

- WHEN CAPACITY FACTOR TRIANGLE IS FILLED - THIS IS TOTAL

OCCUPANT LOAD AT THIS EXIT FROM THIS STORY

DOOR TAG

- PANIC DEVICE

OCCUPANT LOAD TAG (NET)

- THIS LOAD DOES NOT EXTEND BEYOND THIS SPACE

- SEE PATTERN FOR APPLIED LOAD FACTOR

MAX TRAVEL = Length

XXXX SF

XXX

EXIT ACCESS TRAVEL DISTANCE

EXIT TAG

- CUMULATIVE OCCUPANT LOAD

- EGRESS CAPACITY

AREA (SF)

ROOM NUMBER

OCCUPANT LOAD

EXIT SIGN

COMMON PATH OF EGRESS TRAVEL DISTANCE

MAX CP = Length

1/3 DIAG = X'-X"

MAX DIAG DIM = X'-X" MAX OVERALL DIAGONAL DIM OF AREA SERVED

DISTANCE = X'-X"

MIN SEPARATION MIN EXIT SEPARATION

D49 GROUNDS COVERED PARKING

CODE STUDY

APPLICABLE CODES AND STANDARDS:

2021 IBC INTERNATIONAL BUILDING CODE

2021 IECC INTERNATIONAL ENERGY CONSERVATION CODE

2021 CFGC COLORADO FUEL GAS CODE

2021 IMC INTERNATIONAL MECHANICAL CODE

2021 CPC COLORADO PLUMBING CODE

2023 NEC NATIONAL ELECTRICAL CODE

2021 IFC INTERNATIONAL FIRE CODE

2021 NFPA 10 PORTABLE FIRE EXTINGUISHERS

2019 NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS

2012 NFPA 101 LIFE SAFETY CODE

2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

SUMMARY

THE PROPOSED COVERED PARKING STRUCTURE IS A ONE STORY STRUCTURE OPEN ON TWO SIDES FOR VEHICALS TO PULL IN AND OUT ON EACH SIDE, IS 25,462 SF AND NON-SPRINKLERED. THE STRUCTURE IS ON THE SAME LOT AT OTHER BUILDINGS

OWNED BY THE SCHOOL DISTRICT. THE CONSTRUCTION TYPE IS II-B.

NEW ONE STORY BUILDING:

FIRST LEVEL = 25,462 S.F.

TOTAL AREA OF NEW BUILDING: = 25,462 S.F.

USE AND OCCUPANCY

OCCUPANCY CLASSIFICATIONS

S-2: STORAGE - LOW HAZARD STORAGE

HEIGHT AND AREA

COVERED PARKING (S-2 OCCUPANCY, NON-SPRINKLERED, TYPE II-B CONSTRUCTION)

THE ALLOWABLE BUILDING HEIGHT IS 55 FEET (NON-SPRINKLERED)

BASED ON IBC TABLE 504.3 AND TYPE II-B CONSTRUCTION & S-2 OCCUPANCY 55 FEET (IBC 504.2). DOES NOT INCLUDE

ROOF STRUCTURES SUCH AS TOWERS, SPIRES, AND STEEPLES.

THE MAXIMUM NUMBER OF STORIES IS 3 STORIES (IBC 504.4).

BASED ON IBC TABLE 504.4 AND TYPE II-B CONSTRUCTION & S-2 OCCUPANCY NON-SPRINKLERED.

BUILDING HEIGHT AND AREA:

55 FEET & 3 STORIES ALLOWABLE,

PROPOSED COVERED PARKING = 28'-2" & 1 STORY ACTUAL

ALLOWABLE INCREASE FOR FRONTAGE:

Aa (ALLOWABLE AREA) = [At + (NS X If)] (EQUATION 5-1)

Aa = [26,000 SF + (26,000 SF X 0.75)] Aa = 45,500 SF PER STORY

ACTUAL FIRST LEVEL = 25,462 SF

FIRE RESISTANCE RATED CONSTRUCTION

TYPE II-B FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS):

STRUCTURAL FRAME 0HR IBC TABLE 601

BEARING WALLS – EXTERIOR 0HR IBC TABLE 601

BEARING WALLS – INTERIOR 0HR IBC TABLE 601

NONBEARING WALLS – EXTERIOR IBC TABLE 705.5

1HR: DISTANCE < 5’

1HR: 5’ < DISTANCE < 10’

0HR: 10’ < DISTANCE < 30’

0HR: DISTANCE > 30’

NONBEARING WALLS – INTERIOR 0HR IBC TABLE 601

FLOOR CONSTRUCTION 0HR IBC TABLE 601

ROOF CONSTRUCTION 0HR IBC TABLE 601

AUTOMATIC SPRINKLER SYSTEM

IBC 903.2.10 GROUP S-2 PARKING GARAGES

AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT

BUILDINGS CLASSIFIED AS PARKING GARAGES WHERE ANY OF THE FOLLOWING

CONDITIONS EXISTS:

1. WHERE THE FIRE AREA OF THE ENCLOSED PARKING GARAGE IN ACCORDANCE

WITH SECTION 406.6 EXCEEDS 12,000 SF.

2. WHERE THE ENCLOSED PARKING GARAGE IN ACCORDANCE WITH SECTION

406.6 IS LOCATED BENEATH OTHER GROUPS.

3. WHERE THE FIRE AREA OF THE OPEN PARKING GARAGE IN ACCORDANCE WITH

SECTION 406.5 EXCEEDS 48,000 SF.

THE PROPOSED S-2 PARKING GARAGE IS AN OPEN PARKING GARAGE AND IS

25,462 SF. THEREFORE AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED.

IBC 903.2.10.1 COMMERCIAL PARKING GARAGES.

AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT

BUILDINGS USED FOR STORAGE OF COMMERCIAL MOTOR VEHICLES WHERE THE FIRE

AREA EXCEEDS 5,000 SF.

ACCORDING TO THE OWNER, SCHOOL DISTRICT 49, NO COMMERCIAL MOTOR

VEHICLES, AS DEFINED BY THE IBC, WILL BE STORED WITHIN THE PROPOSED S-2

PARKING GARAGE. THEREFORE AN AUTOMATIC SPRINKLER SYSTEM IS NOT

REQUIRED.

MEANS OF EGRESS

OCCUPANT LOAD FACTORS (IBC TABLE 1004.1.2):

PARKING GARAGE 200 GROSS

MAXIMUM OCCUPANT LOAD: 131

COMMON PATH OF EGRESS TRAVEL (IBC 1006.2.1):

S-2 OCCUPANCY: 100 FEET. FOOTNOTE f: THE COMMON PATH OF EGRESS TRAVEL

DISTANCE IN GROUP S-2 OPEN PARKING GARAGE SHALL BE NOT MORE THAN 100

FEET.

EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1017.2):

S-2 OCCUPANCY: 300 FEET WITHOUT FIRE SPRINKLER SYSTEM

MINIMUM CORRIDOR WIDTH:

44 INCHES (ANY FACILITY NOT LISTED IN THE TABLE) (IBC TABLE 1020.2)

MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD (IBC 1006.3.1):

1-500 OCCUPANTS: 2 EXITS PER STORY

501-1000 OCCUPANTS: 3 EXITS PER STORY

1001+ OCCUPANTS: 4 EXITS PER STORY

NUMBER OF EXITS FROM EACH SPACE:

TWO EXITS FROM SPACE WITH OCCUPANT LOAD > 49 (IBC TABLE 1006.2(2))

MAXIMUM DEAD END CORRIDOR:

20 FEET (IBC 1020.4)

NOTE: THE PROPOSED BARN BUILDING IS AN UNCONDITIONED BUILDING.

SEP

25462 SF

S-2

PARKING GARAGES

25462 SF

200 SF/OCC G131 OCC

PARKING

M A

X D

1" 1/

O P

E N

, F R

E E

E G

R E

S S

P E

N , F

R E

E E

G R

E S

O P

E N

R E

E E

G R

E S

O P

E N

R E

E E

G R

E S

LEGEND - OCCUPANCY GROUP PLANS

SINGLE USE OCCUPANCY GROUP TAG

- TAG USED TO INDICATE OCCUPANCY GROUP

AND GROSS BUILDING AREA PER STORY IN SF

MIXED-USE OCCUPANCY GROUP TAG

- TAG USED FOR SEPARATED, NON-

SEPARATED, AND ACCESSORY USES

SEP

150 SF

X-X

150 SF

X-X

ASSIGNED OCCUPANCY GROUP

OPTIONS:

SEP = SEPARATED

NON = NON-SEPARATED

ACC = ACCESSORY

PRIMARY OCCUPANCY GROUP

FOR NON OR ACC OCCUPANCIES

GROSS BUILDING AREA

PER STORY IN SF

S-2

OCCUPANCY GROUP PATTERNS

OCCUPANT LOAD FACTOR PATTERNS

200 GROSS SF

53' - 0" 32' - 0" 98' - 0" 50' - 0"

EXISTING

CENTRAL

OFFICE

EXISTING

WAREHOUSE/

TRANSPORTATION

AND SUPPORT

OFFICES

EXISTING

MODULAR

COVERED

STORAGE

80' - 0"

IMAGINARY LOT LINE

48' - 10 1/2" 48' - 10 1/2" 22' - 1 1/4" 22' - 1 1/4"

1/ 4"

44' - 4"

FUTURE

STORAGE

BUILDING

N.I.C.

FUTURE

MATERIAL

STORAGE

N.I.C.

L R

G ro u p

REVISIONS

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CODE PLAN

CP1.1

W O

O D

M E

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D P

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T O

N C

C O

V E

R E

D P

A R

T R

U E

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

OCCUPANCY GROUP PLAN

T R

U E

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

CODE FLOOR PLAN

GROSS AREA SCHEDULE

LEVEL NAME OCCUPANCY GROUP AREA

LEVEL 01 PARKING

GARAGES

S-2 25462 SF

PARKING GARAGES

LEVEL 01

T R

U E

SCALE: 1" = 80'-0"

CODE SITE PLAN

PR-1

PR-1 03.17.2025

LEGEND

W oodm en Frontage Road

Bent Grass Meadows Drive

Existing Warehouse/Transportation and Support Offices

Bent Grass Meadows Drive

Existing Conex

Existing Warehouse/Transportation and Support Offices

Existing Central Office

Material Storage

Material Piles Material Hopper

Covered Storage

New Barn

G ro up

REVISIONS

A B C D E F

:0 4:

Au to de sk

D oc s:

//3

G ro un d Ya rd P ro je ct /3

_C ov er ed Pa rk in g_

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37-24108-00

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BID

DOCUMENTS

Civil Site Plan

C-1

W O

O D

R D

C O

S, C

C O

N G

SCALE: 1"=30'

0 30' 60'

7/15/2025

LEGEND

oodm en Frontage Road

Bent Grass Meadows Drive

Existing Warehouse/Transportation and Support Offices

Bent Grass Meadows Drive

Existing Conex

Existing Warehouse/Transportation and Support Offices

Existing Central Office

G ro up

REVISIONS

A B C D E F

:0 4:

Au to de sk

D oc s:

//3

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Civil Demo Plan

C-2

W O

O D

R D

C O

S, C

C O

N G

SCALE: 1"=30'

0 30' 60'

REVISIONS

07.11.2025

BID

DOCUMENTS

IN LIEU OF

CONSTRUCTION

DOCUMENTS

7/15/2025

E P

D S.

C O

D S.

E P

D S.

E M.

T F

E P

G M.

E P

C O

W T

C O

D S.

E V.

E P

C O

ELEC

E M.

E P

E V.

T F

C O

D S.

E P

W M.

E V.

E P

T F

E M.

P O

ST P

P O

STP

P O

E P

G M.

D S.

G P.

D W.

A N T

T N

T N T N

T N

F L

E E

E V.

P O

F.O.V.

53' - 0" 32' - 0" 98' - 0" 50' - 0"

EXISTING

CENTRAL

OFFICE

EXISTING

WAREHOUSE/

TRANSPORTATION

AND SUPPORT

OFFICES

EXISTING

MODULAR

FUTURE

STORAGE

BUILDING

N.I.C.

COVERED

STORAGE

FUTURE

MATERIAL

STORAGE

N.I.C.

80' - 0"44' - 4"

ROCK MULCH. REFER

TO CIVIL DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

PROPERTY LINE

EXISTING FUEL PUMPS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

EXISTING PAVED PARKING LOT

EXISTING LANDSCAPE AREA EXISTING LANDSCAPE AREA

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

EXISTING

LANDSCAPE

AREA

ROCK MULCH. REFER

TO CIVIL DRAWINGS

WOODMEN FRONTAGE ROAD

B E

N T

G R

A S

S M

E A

D O

W S

D R

ROCK MULCH.

REFER TO CIVIL

DRAWINGS

ROCK MULCH.

REFER TO CIVIL

DRAWINGS

EXISTING UTILITY

EASEMENTS

EXISTING UTILITY

EASEMENTS

EXISTING BUILDING

SETBACK

EXISTING UTILITY

EASEMENT

BOLLARD, TYP. OF (4)

AROUND FIRE HYDRANT,

REFER TO DETAIL 3A/A1.3

NEW FIRE HYDRANT, REFER TO

WATER PLAN. PROVIDE A MIN.

OF 3'-0" CLEARANCE ALL

AROUND FIRE HYDRANT.

BOLLARD, TYP.

OF (4) AROUND

FIRE HYDRANT,

REFER TO

DETAIL 3A/A1.3

NEW FIRE

HYDRANT, REFER

TO WATER PLAN.

PROVIDE A MIN. OF

3'-0" CLEARANCE

ALL AROUND FIRE

HYDRANT.

EXISTING

MODULAR

MATERIAL

HOPPER BY

OWNER

CONCRETE BLOCKS TO

BE PLACED AROUND

MATERIAL ENCLOSURE

PERIMETER BY OWNER

EXISTING LIGHT

POLE TO REMAIN

EXISTING LIGHT

POLE TO REMAIN

EXISTING LIGHT POLES AND

BLOCK HEATERS TO REMAIN OR

BE REINSTALLED IN THIS ROW

WEST OF THE COVERED PARKING

AFTER ADJUSTING FOR THE

GRADING, REFER TO CIVIL AND

ELECTRICAL DRAWINGS

MATERIAL

HOPPER BY

OWNER

EXISTING STORAGE SHED

EXISTING

ELECTRICAL

TRANSFORMER

EXISTING

ELECTRICAL

PANELS

EXISTING

ELECTRICAL

PANELS

CONTRACTOR TO PATCH AND REPAIR

ASPHALT ROAD AT WATER MAIN

CONNECTIONS FOR NEW FIRE HYDRANT

LINES, REFER TO CIVIL DRAWINGS

GENERAL NOTES:

1. CONTRACTOR TO REMOVE CONCRETE

LIGHT POLE BASE AND POST FOR

BLOCK HEATERS WHERE ELECTRICAL

DRAWINGS INDICATE THE LIGHT

POLES AND BLOCK HEATERS ARE TO

BE REMOVED.

2. REMOVE EXISTING CONCRETE

SIDEWALKS WHERE GRADING IS TO

BE MODIFIED, REFER TO CIVIL

DRAWINGS

CONCRETE BLOCKS TO

BE PLACED AROUND

MATERIAL ENCLOSURE

PERIMETER BY OWNER

EXISTING

ELECTRICAL

VAULT

EXISTING

ELECTRICAL

TRANSFORMER

EXISTING

ELECTRICAL

PANEL

EXISTING

ELECTRICAL

PANEL

EXISTING

ELECTRICAL

VAULT

EXISTING FENCE

REMOVE TOWER,

REFER TO CIVIL

DRAWINGS

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

16' - 4"

4' - 0"

1' - 2"

5' - 0"

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

16' - 4" 4' - 0"

1' - 2"

10' - 0"10' - 0"

10' - 0" 10' - 0"

5' - 0"

L R

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ARCHITECTURAL

SITE PLAN

AS1.1

W O

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M E

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T O

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C O

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D P

A R

T R

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SCALE: 1" = 40'-0"

SITE PLAN

PR-1

REFERENCE KEYNOTES

GENERAL ARCHITECTURAL NOTES

1. PARTITION TYPES SHALL BE DESIGNATED ON FLOOR PLANS

THUS: SEE SHEET A1.3 FOR TYPES. XX. X. XX

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

C B A

A1.1

GTR-1 GTR-1

MRP-1

MP-1

3" / 1'-0" 3" / 1'-0"

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

CBA

A1.1

GTR-1 GTR-1

MRP-1

MP-1

3" / 1'-0" 3" / 1'-0" xxxxxx

10-1

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14

A1.1

A1.3

OPEN

MP-1

MRP-1

GTR-1

OPEN

07-I 07-I xxxxxx

10-1

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

1234567891011121314

A1.1

A1.3

MP-1

MRP-1

GTR-1

OPEN OPEN

07-I 07-I

A1.15B

A1.1

CBA

VAN 6'-6"X20'

TRUCK 20'X9'

TRUCK, SMALL SANDER,

SNOWPLOW 27'X9'

DUALLY, LARGE SANDER,

SNOWPLOW 28'X9'

TRAILER 40'X9'

TRAILER 22'X9'

TRAILER 28'X9'

TRAILER 29'X9'

TRAILER 16'X9'

TRAILER 14'X7'

TRAILER 20'X9'

TRAILER 26'X9'

TRACTOR 7'X17'6

TRUCK 20'X9'

VAN 6'-6"X20'

TRUCK 20'X9'

40' - 0" 40' - 0"

80' - 0"

TRUCK 20'X9'

A1.1

A1.3

COVERED

PARKING

A100

TRUCK 20'X9'

A1.3

MOUNT FIRE EXTINGUISHER

BRACKET 44" AFF TO 3/4"

PLYWOOD SURFACE

MOUNTED TO GIRTS

MOUNT FIRE

EXTINGUISHER

BRACKET 44" AFF

TO 3/4" PLYWOOD

SURFACE

MOUNTED TO

GIRTS

MOUNT FIRE EXTINGUISHER

BRACKET 44" AFF TO 3/4"

PLYWOOD SURFACE

MOUNTED TO GIRTS

MOUNT FIRE EXTINGUISHER

BRACKET 44" AFF TO 3/4"

PLYWOOD SURFACE

MOUNTED TO GIRTS

MOUNT FIRE

EXTINGUISHER

BRACKET 44" AFF

TO 3/4" PLYWOOD

SURFACE

MOUNTED TO

GIRTS

MOUNT FIRE EXTINGUISHER

BRACKET 44" AFF TO 3/4"

PLYWOOD SURFACE

MOUNTED TO GIRTS

TYP.

A1.3

1B TYP.

A1.3

2C TYP.

A1.3

2B TYP.

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SPLASH BLOCK -

RE: 3B/A9.1

SA. 8. 00SA. 8. 00

SA. 8. 00 SA. 8. 00

SA. 8. 00SA. 8. 00

,OFOI

,OFOI ,OFOI

,OFOI

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

C B A

A1.1

COVERED

PARKING

A100

MRP-1

GTR-1 GTR-1

3" / 1'-0" 3" / 1'-0" A1.3

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

1234567891011121314

A1.1

COVERED

PARKING

A100

MRP-1

MP-1

BUILDING ELEMENTS PAINT COLOR

METAL WALL PANEL: POLAR WHITE SP

METAL ROOF PANEL: POLAR WHITE SP

ACCENT TRIM: FOX GRAY SP

HOLLOW METAL FRAMES: PAINT TO MATCH, FOX GRAY SP

HOLLOW METAL DOORS: PAINT TO MATCH, POLAR WHITE SP

COILING DOOR FRAMES: PAINT TO MATCH, FOX GRAY SP

COILING DOORS: ARCHITECT TO SELECT FINAL COLOR

FROM MANUFACTURERS FULL LINE

OF COLOR OPTIONS

L R

G ro u p

REVISIONS

A B C D E F

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BID DOCUMENTS

LEVEL 01 - FLOOR

PLAN, EXTERIOR

ELEVATIONS,

BUILDING

SECTIONS

A1.1

W O

O D

M E

N R

D P

E Y

T O

N C

C O

V E

R E

D P

A R

07-I SNOW GUARDS

10-1 BUILDING ADDRESS NUMBERS IN CONTRASTING

COLOR FROM BACKGROUND COLOR, 10" HIGH AND 1"

WIDE STROKE WIDTH. CONTRACTOR TO

COORDINATE EXACT BUILDING ADDRESS NUMBERS

AND LOCATION WITH OWNER AND FALCON FIRE

DEPARTMENT PRIOR TO FABRICATION.

GTR-1 PRE-FINISHED METAL GUTTER AND DOWNSPOUT BY

METAL BLDG MFR

MP-1 FORMED METAL WALL PANEL BY METAL BLDG MFR

MRP-1 FORMED METAL ROOF PANEL BY METAL BLDG MFR

SCALE: 1/16" = 1'-0"A1.1

2C EXTERIOR ELEVATION - NORTH

SCALE: 1/16" = 1'-0"A1.1

2D EXTERIOR ELEVATION - SOUTH

SCALE: 1/16" = 1'-0"A1.1

5B EXTERIOR ELEVATION - EAST

SCALE: 1/16" = 1'-0"A1.1

4B EXTERIOR ELEVATION - WEST

T R

U E

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

OVERALL FLOOR PLAN, LEVEL 1

SCALE: 1/16" = 1'-0"A1.1

2E EAST WEST SECTION

SCALE: 1/16" = 1'-0"A1.1

3B NORTH SOUTH SECTION

PR-1

ROOF PLAN GENERAL NOTES

A. ROOF PLAN GENERAL NOTES APPLY TO ALL ROOF PLAN

SHEETS.

B. ROOF SLOPES ARE CREATED BY SLOPING THE ROOF

STRUCTURE UNLESS NOTED OTHERWISE. SEE STRUCTURAL

DRAWINGS FOR ELEVATIONS OF THE HIGH AND LOW POINTS TO

DETERMINE PROPER TAPER IN INSULATION.

C. SEE STRUCTURAL DRAWINGS FOR FRAMING AROUND ROOF

PENETRATIONS.

D. COORDINATE THE SIZE AND LOCATION OF ROOF PENETRATIONS

FOR MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATIONS

NOT SHOWN ON THIS DRAWING.

E. FLASH DRAINS, CURBS, VENTS AND STACKS PER

MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN

ON DRAWINGS.

CBA

A1.1

A1.3

3" / 1'-0" 3" / 1'-0"

80' - 3"

MRP-1

1 1/2" 1 1/2"

1/ 2"

GTR-1

07-I07-I

07-I 07-I

GTR-1

METAL PANEL BY METAL BLDG MFR

METAL FRAMING BY METAL BLDG MFR

T H

R O

U G

MATERIAL DESCRIPTION

S = STEEL (METAL STUDS)

W = WOOD STUDS

H = SHAFT WALLS

M = MASONRY

C = CONCRETE

RATING / HEIGHT

A = FULL HEIGHT / UNDERSIDE OF STRUCT (NOT RATED)

B = 6" ABOVE CEILING (NOT RATED)

C = UNDERSIDE OF CEILING (NOT RATED)

D = PARTIAL HEIGHT (NOT RATED)

X = VARIABLE HEIGHT (NOT RATED)

S = SMOKE PARTITON (NOT RATED)

0 = 0 HOUR RATED (CORRIDOR)

5 = 0.5 HOUR RATED

1 = 1 HOUR RATED

2 = 2 HOUR RATED

3 = 3 HOUR RATED

4 = 4 HOUR RATED

UNIT WIDTH / CONFIGURATION

F = FURRING STRIPS / CHANNELS

1 = 1 5/8" METAL

2 = 2 1/2" METAL / 1 1/2" WOOD

3 = 3 5/8" METAL

4 = 4" METAL / 3 1/2 WOOD / 3 5/8" CMU

6 = 6" METAL / 5 1/2" WOOD / 5 5/8" CMU / 6" CONC

8 = 8" METAL / 7 1/4" WOOD / 7 5/8" CMU / 8" CONC

10 = 10" CONC

12 = 11 5/8" CMU / 12" CONC

X = NON-STANDARD WIDTH, SEE DETAILS

D = DOUBLE STUD FRAMING

S = STAGGERED STUD FRAMING

GYPSUM WALLBOARD INDICATOR

(NOT INCLUDING SHAFT LINER)

0 = NO GWB

1 = ONE LAYER, TAG SIDE

2 = ONE LAYER, EACH SIDE

3 = TWO LAYERS TAG SIDE, ONE LAYER OTHER

4 = TWO LAYERS, EACH SIDE

5 = TWO LAYERS TAG SIDE, NO GWB OTHER

6 = THREE LAYERS, EACH SIDE

UNIQUE CONDITION (SEE SCHEDULE)

0 = NO UNIQUE CONDITION

SA.3.10

MATERIAL

RATING / HEIGHT

UNIT WIDTH

GWB INDICATOR

UNIQUE CONDITION

WALL TYPE TAG

PARTITION TYPES

DESCRIPTIONS

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

METAL PANEL BY

METAL BLDG MFR

METAL FRAMING BY

METAL BLDG MFR

INSULATION BY

METAL BLDG MFR

FABRIC LINER BY

METAL BLDG MFR

FOUNDATION SEE

STRUCT

FOOTING SEE

STRUCT

CONCRETE SLAB

SEE STRUCT

RIGID FRAME BY

METAL BLDG MFR

GTR-1

MRP-1

SPLASH BLOCK

GRADE

1' - 6"

ROUNDED CONCRETE CAP

6" HEAVY DUTY STEEL PIPE

BOLLARD POST -

CONCRETE FILLED, PAINT

SAFETY YELLOW

SLOPED CONCRETE AT BASE

CONCRETE WHERE OCCURS

18" DIAMETER CONCRETE FOOTING

DRILL, DOWEL AND EPOXY BOLLARD

FOOTING TO PAD FOOTING - SEE

STRUCTURAL

PAD FOOTING SEE STRUCTURAL

3/ 4"

1/ 4"

2 LAYERS OF BLDG

FELT - SEE STRUCT

FOOTING - SEE

STRUCT

CONCRETE SLAB -

SEE STRUCT

JAMB BEYOND

EXP JT FILLER

& SEALANT -

SEE STRUCT

S E

E S

T R

S E

E C

1/2"

GRID

PERIMETER

INSULATION -

SEE STRUCT

PROTECTION

BOARD ON DAMP

PROOFING

VAPOR BARRIER

GRANULAR FILL -

SEE STRUCT

3/4"

1 3/4"

1" 1"

3/ 4"

GRID

GRADE

PROTECTION BOARD ON

DAMP PROOFING

METAL BASE TRIM BY

METAL BLDG MFR

METAL WALL PANEL

BY METAL BLDG MFR

INSIDE PANEL CLOSURE

BY METAL BLDG MFR

STRUCTURAL FASTENER

BY METAL BLDG MFR

CONCRETE SLAB -

SEE STRUCT

ISOLATION JOINT -

SEE STRUCT

CONCRETE FOUNDATION -

SEE STRUCT

T O

P O

B B

O T

T O

M O

A N

E L

FASTEN AT 3'-0" O.C. MAX

BY METAL BLDG MFR

SEALANT

VAPOR BARRIER

CBA

A1.1

A1.3

SECURITY CAMERA

SEE COMMUNICATIONS

SECURITY CAMERA

SEE COMMUNICATIONS

SECURITY CAMERA

SEE COMMUNICATIONSSECURITY CAMERA

SEE COMMUNICATIONS

SECURITY CAMERA

SEE COMMUNICATIONS

SECURITY CAMERA

SEE COMMUNICATIONS

OPEN TO STRUCTURE

LIGHTING SEE ELECTRICAL

A. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL

REFLECTED CEILING PLAN SHEETS.

B. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL

AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE:

a. FACE OF FINISHED WALL

b. FACE OF FINISHED BULKHEADS

c. CENTERLINE OF COLUMNS

d. CENTERLINE OF TEES

C. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE

EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS,

DUCTWORK AND ELECTRICAL FIXTURES WITH EACH

REPRESENTATIVE SUBCONTRACTOR.

REFLECTED CEILING PLAN

GENERAL NOTES

GRID

1/4" X 6" DIA. BOLLARD

W/ CAST IN PLACE

FDN, PNT, EA SIDE

3' - 0" 11"

1/4" X 6" DIA. BOLLARD W/ CAST IN

PLACE FDN, PNT, EA SIDE

GRID

COLUMN BY METAL

BLDG MFR

8" 2'

GRID

1/4" X 6" DIA. BOLLARD

W/ CAST IN PLACE

FDN, PNT, EA SIDE

1/4" X 6" DIA. BOLLARD

W/ CAST IN PLACE

FDN, PNT, EA SIDE

GRID

G N

1' - 1"COLUMN BY METAL

BLDG MFR

PREFINISHED METAL

PANEL SYSTEM BY

METAL BLDG MFR

PRE FINISHED

PANEL TRIM BY

METAL BLDG MFR

BACKER ROD AND

SEALANT

8" STEEL CHANNEL

BY METAL BLDG MFR

8" STEEL GIRT BY

METAL BLDG MFR

GRID

G N

STL BENT PLATE, PNT

TO MATCH ACCENT

TRIM

1/4" X 6" DIA. BOLLARD

W/ CAST IN PLACE

FDN, PNT, EA SIDE

P E

STRUCT FASTENER

12" O.C. BY METAL

BLDG MFR

1/4" X 6" DIA. BOLLARD

W/ CAST IN PLACE

FDN, PNT, EA SIDE

G N

REFERENCE KEYNOTES

1' - 6"

ROUNDED CONCRETE CAP

6" HEAVY DUTY STEEL PIPE

BOLLARD POST -

CONCRETE FILLED, PAINT

SAFETY YELLOW

SLOPED CONCRETE AT BASE

CONCRETE WHERE OCCURS

18" DIAMETER CONCRETE FOOTING

L R

G ro u p

REVISIONS

A B C D E F

A u to d e s k D o c s /3

-2

-0

G ro u n d Y a rd

P ro je c t/

-2

-0

C o v e re d P a rk in g

.r v t

37-24108-00

07.11.2025

R O

U N

D S

E X

P A

N S

BID DOCUMENTS

ROOF PLAN,

REFLECTED

CEILING PLAN,

WALL SECTION,

SCHEDULES,

DETAILS

A1.3

W O

O D

M E

N R

D P

E Y

T O

N C

C O

V E

R E

D P

A R

T R

U E

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

OVERALL ROOF PLAN

S_-_-0_ NON-RATED STUD EXTERIOR WALL

MARK

ROUGH

THICKNESS

FIRE/SMOKE SOUND

T.O. WALL

DETAIL

B.O. WALL

DETAIL COMMENTSRATING TESTED ASSEMBLIES

STC

RATING TESTED ASSEMBLIES

SA 8 00 9 1/2" NR NA 4C/A1.3

SCALE: 1/2" = 1'-0"A1.3

5C WALL SECTION

SCALE: 3/4" = 1'-0"A1.3

2C DETAIL - BOLLARD

SCALE: 1 1/2" = 1'-0"A1.3

5B SILL AT OPENING

SCALE: 3" = 1'-0"A1.3

3B SPLASH BLOCK DETAIL

SCALE: 1 1/2" = 1'-0"A1.3

4B BASE OF WALL

T R

U E

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

OVERALL REFLECTED CEILING PLAN

SCALE: 1" = 1'-0"A1.3

2B BOLLARD PLAN DETAIL

SCALE: 1" = 1'-0"A1.3

1B BOLLARD PLAN DETAIL

SCALE: 1 1/2" = 1'-0"A1.3

5A JAMB DETAIL

07-I SNOW GUARDS

GTR-1 PRE-FINISHED METAL GUTTER AND DOWNSPOUT BY

METAL BLDG MFR

MRP-1 FORMED METAL ROOF PANEL BY METAL BLDG MFR

SCALE: 3/4" = 1'-0"A1.3

3A BOLLARD SECTION DETAIL

1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED AND AMENDED BY THE PIKES PEAK

REGIONAL BUILDING CODE, 2023 EDITION.

2. DESIGN MINIMUM LOADING CRITERIA:

FLOOR LOADS:

OCCUPANCY OR USE: LIVE LOADS: CONCENTRATED LOAD:

PARKING .................................................................................................... 50 p.s.f. 3000 lbs LIGHT STORAGE ....................................................................................... 125 p.s.f. N/A

ROOF LOAD:

ROOF LIVE LOAD .............................................................................................. 20 p.s.f.

SNOW LOADS:

GROUND SNOW LOAD, Pg ............................................................................... 43 p.s.f.

FLAT ROOF SNOW LOAD, Pf .............................................................................. 36 p.s.f.

ROOF SNOW LOAD DATA:

EXPOSURE FACTOR, Ce .............................................................................. 1.0 IMPORTANCE FACTOR, Is ............................................................................ 1.0 THERMAL FACTOR, Ct ................................................................................... 1.2

SEISMIC LOADS

RISK CATEGORY .................................................................................... II IMPORTANCE FACTOR, Ie ..................................................................... 1.0

MAPPED SPECTRAL RESPONSE ACCELERATIONS (USGS MAPS):

SS ........................................................................................ 0.185 S1 ........................................................................................ 0.059

SITE CLASS ............................................................................................ C

DESIGN SPECTRAL RESPONSE ACCELERATIONS:

SDS ...................................................................................... 0.163 SD1 ....................................................................................... 0.055

SEISMIC DESIGN CATEGORY ...................................................................... A

BASIC SEISMIC FORCE-RESISTING SYSTEM(S):

STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE.

DESIGN BASE SHEAR, V ........................................................................ 4.39 KIPS SEISMIC RESPONSE COEFFICIENT, CS ............................................. 0.010

RESPONSE MODIFICATION FACTOR, R ............................................ 3.0

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

WIND LOADS:

BASIC WIND SPEED (3 SECOND GUST), VULT .................................... 130 m.p.h.

WIND EXPOSURE ................................................................................. C INTERNAL PRESSURE COEFFICIENT, GCpi ....................................... ±0.18

FLOOD LOADS:

PROJECT IS NOT IN FLOOD HAZARD ZONE

TYPE CONTINUOUS

DURING TASK LISTED

PERIODICALLY DURING

TASK LISTED

1. VERIFY MATERIALS BELOW SHALLOW

FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE

DESIGN BEARING CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER

DEPTH AND HAVE REACHED PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND TESTING OF

COMPACTED FILL MATERIALS

4. DURING FILL PLACEMENT, VERIFY USE OF PROPER

MATERIALS, AND PROCEDURES IN ACCORDANCE WITH

PROVISIONS OF THE APPROVED GEOTECHNICAL

REPORT. VERIFY DENSITIES AND LIFT THICKNESSES

DURING PLACEMENT AND COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED FILL,

OBSERVE SUBGRADE AND VERIFY THAT SITE

HAS BEEN PREPARED PROPERLY.

_ X

ACI 318: 26.11.1.2(b)

ACI 318: 26.11.2

ACI 318: 26.9

ACI 318: 26.10

ACI 318: 26.5.3 - 26.5.5

ACI 318: 26.5

ASTM C 172

ACI 318: 26.5, 26.12

ACI 318: CH. 19, 26.4.3, 26.4.4

ACI 318: 17.8.2.4

ACI 318: 17.8.2

AWS D1.4

ACI 318: 26.6.4

ACI 318: CH. 20, 25.2, 25.3,

26.6.1-26.6.3

14. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

13. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN

POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS

FROM BEAMS AND STRUCTURAL SLABS.

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.

9. INSPECT PRESTRESSED CONCRETE FOR:

a. APPLICATION OF PRESTRESSING FORCES; AND

b. GROUPING OF BONDED PRESTRESSING TENDONS.

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION

TECHNIQUES

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE.

5. VERIFYING USE OF REQUIRED DESIGN MIX.

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a

3. INSPECT ANCHORS CAST IN CONCRETE

2. REINFORCING BAR WELDING:

a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b.INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16, AND

C.INSPECT ALL OTHER WELDS

1. INSPECT REINFOREMENT, INCLUDING PRESTRESSING

TENDONS, AND VERIFY PLACEMENT.

REFERENCED STANDARDPERIODICCONTINUOUS

TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

TYPE IBC REFERENCE

X X

ACI 318: 17.8.2

IBC 1904.1, 1904.2

ASTM C 31

11. INSPECTION OF PRECAST CONCRETE DIAPHRAM CONNECTIONS

REINFORCEMENT AT JOINTS CLASSIFIED AS MODERATE OR HI

DEFORMABILITY ELEMENTS (MDE OR HDE) IN STRUCTURES ASSIGNED TO

SEISMIC DESIGN CATAGORY C,D,E OR F,

INSPECT SUCH CONNECTIONS AND REINFORCEMENT IN FIELD FOR:

a. INSTALLATION OF EMBEDDED PARTS

b. COMPLETION OF THE CONTINUITY OF REINFORCEMENT ACROSS JOINTS

c. COMPLETION OF CONNECTIONS IN THE FIELD

X X

ACI 318: 26.13.1.3

ACI 550.5

12. INSPECT OF INSTALLATION TOLERANCES OF PRECAST CONCRETE DIAPHRAM

CONNECTIONS FOR COMPLIANCE WITH ACI 550.5

x ACI 318: 26.13.1.3

TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS

GENERAL NOTES:

DESIGN CRITERIA

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE LOCATION OF MECHANICAL OPENINGS, FLOOR DRAINS, INSERTS, DEPRESSIONS, BURIED CABLES, AND UTILITIES, ETC. WITH ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS.

4. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, NOTIFY ARCHITECT/ENGINEER OF DISCREPANCIES.

WRITTEN DIMENSIONS TAKE PRECIDENCE OVER SCALED DIMENSIONS.

SOIL AND FOUNDATIONS

1. FOUNDATION DESIGN IS IN ACCORDANCE WITH THE SOIL REPORT BY KUMAR & ASSOCIATES, INC., NUMBER 23-2-218, DATED DECEMBER 14, 2023.

2. DESIGN OF FOOTINGS AND WALLS IS BASED ON THE FOLLOWING CRITERIA:

MAXIMUM ALLOWABLE SOIL BEARING PRESSURE ..................................................................... 2000 p.s.f.

EQUIVALENT FLUID PRESSURE FOR RETAINING:

ACTIVE .................................................................................................................................. 45 p.c.f.

AT-REST ............................................................................................................................... 55 p.c.f.

PASSIVE ............................................................................................................................... 180 p.c.f.

3. SOIL BENEATH FOOTINGS, WALLS AND SLAB-ON-GRADE SHALL BE APPROVED STRUCTURAL FILL COMPACTED IN ACCORDANCE WITH THE SOIL REPORT AND SPECIFICATIONS WITH MINIMUM DENSITY AS FOLLOWS:

FOOTINGS, WALLS 98% OF STANDARD PROCTOR, ASTM D698.

SLAB-ON-GRADE 95% OF STANDARD PROCTOR, ASTM D698.

4. A REPRESENTATIVE OF THE SOIL ENGINEER SHALL INSPECT THE OPEN EXCAVATION TO VERIFY THAT THE SOIL TYPE AND CONDITIONS ARE CONSISTENT WITH DESIGN CRITERIA OF THE SOIL REPORT. IF THE SOIL PROPERTIES ARE FOUND TO BE DIFFERENT FROM THIS CRITERIA, THEN THE ENGINEER SHALL BE

PROMPTLY NOTIFIED SO THAT THE FOUNDATION DESIGN MAY BE REVIEWED.

5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE LOCATION OF MECHANICAL OPENINGS, FLOOR DRAINS, INSERTS, DEPRESSION, BURIED CABLES AND UTILITIES, ETC. WITH

ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS.

6. WHERE NEW WORK JOINS TO EXISTING, THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO THE SUBMISSION OF SHOP DRAWINGS OR BEGINNING OF WORK. NOTIFY ARCHITECT/ENGINEER IMMEDIATELY OF ANY CONDITIONS OR DIMENSIONS DIFFERING FROM THOSE SHOWN.

7. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, NOTIFY ARCHITECT/ENGINEER OF

DISCREPANCIES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

8. THE FOUNDATION HAS BEEN DESIGNED FOR STRUCTURAL LOADINGS PROVIDED BY REPRESENTATIVES OF NUCOR BUILDING SYSTEMS AS SUBMITTED ON MAY 29, 2024. MGA STRUCTURAL ENGINEERS INC. IS RESPONSIBLE FOR THE FOUNDATION DESIGN ONLY BASED ON THESE LOADINGS. THE PRE-ENGINEERED BUILDING MANUFACTURER IS RESPONSIBLE FOR THE SUPERSTRUCTURE DESIGN FOR LIVE, SNOW, WIND AND SEISMIC LOADS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2021 EDITION & PIKES PEAK

REGIONAL BUILDING CODE, 2023 EDITION.

9. THE GENERAL CONTRACTOR SHALL COORDINATE ANCHOR BOLT LOCATIONS WITH THE FINAL METAL BUILDING

DESIGN DRAWINGS.

1. ALL CONCRETE DESIGN, MATERIAL AND CONSTRUCTION SHALL CONFORM TO ACI 318-19 STANDARD, THE INTERNATIONAL BUILDING CODE, 2021 EDITION, THE CRSI MANUAL OF STANDARD PRACTICE (CURRENT

EDITION), AND THE PROJECT SPECIFICATIONS.

2. MATERIAL SPECIFICATIONS:

CONCRETE:

REINFORCING BARS ......................................................... ASTM A615, GR. 60 WELDED WIRE FABRIC ..................................................... ASTM A185 REINFORCING BARS (WELDED) ...................................... ASTM A706, GR. 60

3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS:

FOOTINGS & WALLS ........................................................ 4500 p.s.i CEMENT TYPE I/II SLAB-ON-GRADE .............................................................. 4500 p.s.i CEMENT TYPE I/II

4. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE ACI DETAILING MANUAL, LATEST EDITION.

FORMWORK SHALL BE DESIGNED, ERECTED AND REMOVED IN ACCORDANCE WITH A.C.I. SPECIFICATIONS.

5. REINFORCEMENT SHALL BE PLACED SO THAT THE FOLLOWING MINIMUM CONCRETE PROTECTION IS

PROVIDED, UNLESS NOTED OTHERWISE.

CONCRETE SURFACES POURED AGAINST GROUND .............. 3" CLEAR

FORMED SURFACES EXPOSED TO GROUND OR WEATHER

BARS #6 AND LARGER .................................................................... 2" CLEAR BARS #5 AND SMALLER .................................................................. 1-1/2" CLEAR SLAB-ON-GRADE ................................................................................ AT CENTERS

COMPRESSIVE STRENGTH No. 6 BAR & SMALLER No. 7 BAR & LARGER 4000 p.s.i 48db 38db

4500 p.s.i 45db 36db

(WHERE db = BAR DIAMETERS)

6. REINFORCEMENT SHALL BE SECURELY TIED AND SHALL BE SUPPORTED WITH METAL CHAIRS OR HUNG

FROM FORMS.

7. CONTINUOUS HORIZONTAL BARS AND CORNER BARS IN FOOTINGS, STEM WALLS AND SLABS SHALL BE

LAPPED AS FOLLOWS AT SPLICES. SPLICE LOCATION SHALL BE STAGGERED WHERE POSSIBLE.

8. VERTICAL DOWEL BARS IN WALLS AND COLUMNS SHALL BE LAPPED A MINIMUM OF 46 BAR DIAMETERS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

9. GROUT UNDER BASE PLATES AND BEARING PLATES SHALL BE NON-SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 7500 p.s.i.

10. WELDED WIRE FABRIC SHALL BE LAPPED A MINIMUM OF ONE FULL MESH PLUS 2" AND SECURELY WIRED

TOGETHER. WELDED WIRE FABRIC SHALL EXTEND COMPLETELY INTO ALL DOOR BLOCKOUTS.

11. ADDITIONAL (2) #5 BARS (ONE AT EACH FACE) WITH A 2'-0" PROJECTION SHALL BE PLACED DIAGONALLY

ACROSS THE CORNERS OF ALL OPENINGS AND VERTICAL STEPS IN WALLS.

12. STEM WALLS AND/OR GRADE BEAMS BELOW GRADE SHALL HAVE BACKFILL PLACED EQUALLY ON BOTH SIDE

UNTIL THE REQUIRED LEVELS ARE REACHED.

13. RETAINING WALLS BELOW GRADE ARE DESIGNED TO BE SUPPORTED BY CONCRETE SLAB-ON-GRADE.

BACKFILLING SHALL NOT BE ALLOWED UNTIL SUPPORTING DIAPHRAGMS ARE IN PLACE OR ADEQUATE

SHORING IS PROVIDED.

14. WHERE ALL INTERIOR SLABS ON GRADE ABUT WALLS, A BOND BREAKER OF 1/2" EXPANSION JOINT MATERIAL SHALL BE PROVIDED BETWEEN WALL AND EDGE OF SLAB, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

15. CONTROL AND/OR CONSTRUCTION JOINTS IN SLABS ON GRADE SHALL BE SPACED AT INTERVALS ENCLOSING

NO MORE THAN 144 SQUARE FEET WITH A MAXIMUM OF 12 FEET IN ANY ONE DIRECTION.

16. CONSTRUCTION JOINTS SHALL BE PROVIDED IN WALLS AND GRADE BEAMS WHICH ARE OVER 70 FEET IN A STRAIGHT RUN. WATERSTOPS AND KEYWAYS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS WHERE INTERIOR SLABS ON GRADE OCCUR BELOW EXTERIOR GRADE. ALL CONSTRUCTION JOINTS SHALL BE

APPROVED BY ENGINEER.

STRUCTURAL STEEL:

1. ALL STRUCTURAL STEEL DESIGN, MATERIALS, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE INTERNATIONAL BUILDING CODE, 2021 EDITION, AND THE PROJECT SPECIFICATIONS.

2. MATERIAL SPECIFICATIONS:

WIDE FLANGE (W) STRUCTURAL STEEL SHAPES ................................ ASTM A992

CHANNELS (C AND MC), ANGLES (L), BARS AND PLATES .................... ASTM A36

WELDED AND SEAMLESS STEEL PIPE .................................................. ASTM A53, TYPE E OR S, GRADE B HOLLOW STRUCTURAL STEEL (HSS) .................................................... ASTM A1085, GRADE A

STRUCTURAL TEES CUT FROM WIDE FLANGE SHAPES (WT) ............ ASTM A36

ANCHOR BOLTS ........................................................................................

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