D49_Barn_Bid-Drawings_250711.pdf

PDF 9 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 document is a comprehensive set of bid drawings for the School District 49 Grounds Expansion Barn project, located at 10850 E Woodmen Road in Peyton, Colorado, dated July 11, 2025. The project involves constructing a new 9,668 square foot pre-engineered metal barn building for storage purposes, with associated site improvements. The drawings include architectural, civil, structural, mechanical, electrical, and communications plans, covering everything from building layout and structural details to electrical systems, communications infrastructure, and site logistics. The drawings specify a Type II-B non-sprinklered storage occupancy with a single-story design featuring an 18-foot eave height.

The project documents indicate the barn will be constructed on an existing school district complex, with careful consideration for integration with existing buildings and infrastructure. The design includes provisions for electrical systems, communications networks, security systems, and specific equipment storage requirements. The total project budget and specific funding sources are not explicitly detailed in the drawings, but the comprehensive nature of the documentation suggests a well-planned municipal infrastructure expansion. The drawings also demonstrate compliance with 2021 International Building Code standards, including specific requirements for fire resistance, electrical systems, and structural design, with detailed specifications for materials, mounting heights, and technical infrastructure.

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SCHOOL DISTRICT 49

GROUNDS EXPANSION

BARN

10850 E WOODMEN RD,

PEYTON, 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,

PEYTON, 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.

PEYTON, CO 80831

GROSS BUILDING FOOTPRINT: TOTAL 10,063 SF

CONSTRUCTION

CLASSIFICATION: TYPE IIB

USE & OCCUPANCY: S-2 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

B a rn

.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

B A

R N

.ARCHITECTURAL.

AS1.1 ARCHITECTURAL SITE PLAN

A1.1 LEVEL 01 - FLOOR PLAN, EXTERIOR ELEVATIONS

A1.3 ROOF PLAN, SECTIONS, DOOR, FRAME TYPE, WALL TYPE, FINISH

SCHEDULES

A9.1 REFLECTED CEILING PLAN, 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

.MECHANICAL.

M0.1 MECHANICAL LEGEND

M1.1 MECHANICAL FLOOR PLAN

.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 ELECTRICAL PLAN & SCHEDULES

E1.2 LIGHTING PLAN & SCHEDULES

E2.1 ELECTRICAL DIAGRAMS

.CODE.

CP1.1 CODE PLAN

.SPECIAL SYSTEMS.

T0.1-B COMMUNICATIONS TITLE SHEET

T0.2-B COMMUNICATIONS PROJECT NOTES

T0.3-B COMMUNICATIONS SCHEDULES

T0.4-B COMMUNICATIONS SCHEDULES

T1.1-B COMMUNICATIONS SITE PLAN

T2.1-B LEVEL 1 BARN COMMUNICATION PLAN

T2.1-E LEVEL 1 EXISTING COMMUNICATIONS PLAN

T5.2-B ONE_LINE DIAGRAMS

T6.1-B COMMUNICATIONS DETAILS

T6.2-B COMMUNICATIONS DETAILS

T6.3-B COMMUNICATIONS DETAILS

PR-1

PR-1 03.17.2025

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

B a rn

.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

B A

R N

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

CGD CORNER GUARD

CI CAST IRON

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

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

CTIG CLEAR TEMPERED INSULATING GLASS

G GROUT

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GD GARBAGE DISPOSAL

GEN GENERAL

GFA GROSS FLOOR AREA

GL GLUE LAMINATED

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

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

PIC PORTABLE INSTRUMENT CONNECTION

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

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

TG TEMPERED GLASS

TH THRESHOLD

THK THICK(NESS)

TI TENANT IMPROVEMENT

TMR TILT MIRROR UNIT

TOIL TOILET

TOP TOP OF PAVING

TRANS TRANSVERSE

TT TERRAZZO TILE

TTD TOILET TISSUE DISPENSER

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

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.

D .W.

T N

T N T N

T N

FLAG

P O

E E

E.V.

P O

STP

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 BARN BUILDING

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 BARN BUILDING IS PLANNED TO BE USED FOR STORAGE OF EQUIPMENT, IS 9,668 SF AND NON-SPRINKLERED.

THE BUIDLING 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 = 9,668 S.F.

TOTAL AREA OF NEW BUILDING: = 9,668 S.F.

USE AND OCCUPANCY

OCCUPANCY CLASSIFICATIONS

S-2: LOW-HAZARD STORAGE

HEIGHT AND AREA

LOW-HAZARD STORAGE (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 & U 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 & U OCCUPANCY NON-SPRINKLERED.

BUILDING HEIGHT AND AREA:

55 FEET & 3 STORIES ALLOWABLE,

PROPOSED BARN BUILDING = 24'-4" & 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 = 9,668 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

MEANS OF EGRESS

OCCUPANT LOAD FACTORS (IBC TABLE 1004.1.2):

ACCESSORY STORAGE AREAS 300 GROSS

MAXIMUM OCCUPANT LOAD: 33

COMMON PATH OF EGRESS TRAVEL (IBC 1006.2.1):

S OCCUPANCY: 75 FEET WITHOUT FIRE SPRINKLER SYSTEM

EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1017.2):

S OCCUPANCY: 300 FEET WITHOUT FIRE SPRINKLER SYSTEM

MINIMUM CORRIDOR WIDTH:

36 INCHES WITH A REQUIRED OCCUPANCY CAPACITY LESS THAN 50(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 STORAGE BUILDING IS AN UNCONDITIONED BUILDING.

PR-1

ACCESSORY STORAGE,

MECH EQUIP ROOMS

9668 SF

300 SF/OCC G33 OCC

STORAGE

M A

X D

6" 1/

3" M

S E

P A

R A

N D

A N

C E

0.2

9668 SF

S-2 S-2 LOW HAZARD STORAGE

OCCUPANCY GROUP PATTERNS

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

OCCUPANT LOAD FACTOR PATTERNS

300 GROSS SF

53' - 0" 32' - 0" 44' - 4" 80' - 0" 98' - 0" 50' - 0"

EXISTING

CENTRAL

OFFICE

EXISTING

WAREHOUSE/

TRANSPORTATION

AND SUPPORT

OFFICES

EXISTING

MODULAR

NEW

STORAGE

BUILDING

FUTURE

COVERED

PARKING,

N.I.C.

IMAGINARY LOT LINE

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

1/ 4"

22' - 1 1/4" 22' - 1 1/4"

FUTURE

MATERIAL

STORAGE,

N.I.C.

EXISTING BUILDING CONTAINING

OFFICES, MAINTENANCE SHOP,

WAREHOUSE AND TOILET ROOMS.

EXISTING BUILDING CONTAINING

OFFICE SPACE AND TOILET ROOMS.

EXISTING FUEL PUMPS

PROPERTY LINE

EXISTING MALE AND FEMALE

TOILET ROOMS

MAXIMUM TRAVEL DISTANCE TO

EXISTING TOILET ROOMS = 520 FEET

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CODE PLAN

CP1.1

W O

O D

M E

N R

D P

E Y

T O

N C

B A

R N

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

CODE FLOOR PLAN

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

OCCUPANCY GROUP PLAN

GROSS AREA SCHEDULE

LEVEL NAME OCCUPANCY GROUP AREA

LEVEL 01 NON-OCCUPIED S-2 9668 SF

NON-OCCUPIED

LEVEL 01

SCALE: 1" = 80'-0"

CODE SITE PLAN

PR-1

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

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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

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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

ST P

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" 44' - 4" 80' - 0" 98' - 0" 50' - 0"

EXISTING

CENTRAL

OFFICE

EXISTING

WAREHOUSE/

TRANSPORTATION

AND SUPPORT

OFFICES

NEW

STORAGE

BUILDING

FUTURE

COVERED

PARKING

N.I.C.

FUTURE

MATERIAL

STORAGE

N.I.C.

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

EXISTING FUEL PUMPS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

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

ROCK MULCH.

REFER TO CIVIL

DRAWINGS

ROCK MULCH.

REFER TO CIVIL

DRAWINGS

EXISTING UTILITY

EASEMENTS

EXISTING UTILITY

EASEMENTS

EXISTING BUILDING

SETBACK

EXISTING UTILITY

EASEMENT

EXISTING PAVED PARKING LOT

WOODMEN FRONTAGE ROAD

B E

N T

G R

A S

S M

E A

D O

W S

D R

BOLLARD, TYP. OF (4)

AROUND FIRE HYDRANT,

REFER TO DETAIL 3C/A9.1

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 3C/A9.1

NEW FIRE

HYDRANT, REFER

TO WATER PLAN.

PROVIDE A MIN. OF

3'-0" CLEARANCE

ALL AROUND FIRE

HYDRANT.

PR-1

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

EXISTING

ELECTRICAL

TRANSFORMER

EXISTING

ELECTRICAL

PANELS

EXISTING

ELECTRICAL

PANELS

EXISTING STORAGE SHED

PROPERTY LINE

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

MATERIAL

HOPPER BY

OWNER

EXISTING

ELECTRICAL

PANEL

EXISTING

ELECTRICAL

PANEL

EXISTING

ELECTRICAL

VAULT

EXISTING FENCE

EXISTING

ELECTRICAL

TRANSFORMER

EXISTING

ELECTRICAL

VAULT

REMOVE TOWER,

REFER TO CIVIL

DRAWINGS

CONCRETE BLOCKS TO

BE PLACED AROUND

MATERIAL ENCLOSURE

PERIMETER BY OWNER

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

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

16' - 4"

4' - 0"

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

5' - 0"

16' - 4" 4' - 0"

1' - 2"

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

5' - 0"

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

10' - 0"

10' - 0"10' - 0"

" 1' - 2"

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ARCHITECTURAL

SITE PLAN

AS1.1

W O

O D

M E

N R

D P

E Y

T O

N C

B A

R N

SCALE: 1" = 40'-0"

SITE PLAN

A1.15B

A1.1

CBA

50' - 0"

25' - 0" 25' - 0"

TRUCK

PLOW

9'X6'

,OFOI

TRACTOR

PLOW

8'X4'

,OFOI

TRACTOR

PLOW

8'X4'

,OFOI

SMALL

SANDER

5'4"X2'

,OFOI

LARGE

SANDER

5'4"X2'

,OFOI

TRACTOR 7'X17'6,OFOI

MOWER 8'X17',OFOI

MOWER 10'X17',OFOI

PORTABLE LIGHT

4'6"X16',OFOI

FIELD

EQUIP.

5'6"X4'

,OFOI

FIELD

EQUIP.

7'X3'

,OFOI

O V

E R

S E

E D

E R

X 4'

,O F

O I

A1.3

BARN

100B

100D 10 0E

100C

100F

BL-3

BL-1

TYP.

SA. 8. 00

A9.1

TYP

A9.1

TYP

A9.1

TYP

MOUNT FIRE

EXTINGUISHER

BRACKET 44" AFF TO

3/4" PLYWOOD

SURFACE MOUNTED

TO GIRTS

2' - 0"

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

2' - 0"

A9.1

2D TYP.

A9.1

2E TYP.

SPLASH BLOCK -

RE: 5C/A9.1

SPLASH BLOCK -

RE: 5C/A9.1

SPLASH BLOCK -

RE: 5C/A9.1

SPLASH BLOCK -

RE: 5C/A9.1

SPLASH BLOCK -

RE: 5C/A9.1

SPLASH

BLOCK -

RE: 5C/A9.1

SPLASH

BLOCK -

RE: 5C/A9.1

SPLASH

BLOCK -

RE: 5C/A9.1

SPLASH

BLOCK -

RE: 5C/A9.1

SPLASH

BLOCK -

RE: 5C/A9.1

10-2 10-2

10-2

REFERENCE KEYNOTES

GENERAL ARCHITECTURAL NOTES

1. PARTITION TYPES SHALL BE DESIGNATED ON FLOOR PLANS

THUS: SEE SHEET A1.3 FOR TYPES.

2. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON-

BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE

BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE

LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL

AND DECK ABOVE WITH MINERAL WOOL INSULATION OR FIRE

STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF

RESPECTIVE WALLS. SEE DETAILS ON SHEET XX.X.

3. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR

METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE

PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E.

TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-

MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR

STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED

ITEMS.

4. GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH

CONTROL JOINTS WHERE SHOWN ON DRAWINGS AND AS

DESCRIBED IN THE SPECIFICATIONS.

5. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO

IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL

PENETRATIONS.

XX. X. XX

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

C B A

A1.3

MP-1

MRP-1

GTR-1

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

BL-3

A9.1

SIM

26-1

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

1 2 3 4 5 6

A1.3

MP-1

GTR-1

MRP-1

7 8 9

07-I

A9.1

XXXXXX

10-1

T Y

26-126-126-1

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

CBA

A1.3

MP-1

MRP-1

GTR-1 GTR-1

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

BL-3

XXXXXX

10-1

26-1

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

123456

A1.3

MP-1

MRP-1

GTR-1

07-I 26-1

T Y

26-126-1

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

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LEVEL 01 - FLOOR

PLAN, EXTERIOR

ELEVATIONS

A1.1

W O

O D

M E

N R

D P

E Y

T O

N C

B A

R N

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

OVERALL FLOOR PLAN, LEVEL 1

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.

10-2 NO STACKING ABOVE THIS LINE SIGN, REFER TO

DETAIL 1E/A9.1. CONTRACTOR TO CONFIRM SIGN

WORDING AND LOCATION OF SIGNS WITH FALCON

FIRE PROTECTION DISTRICT PRIOR TO FABRICATION

AND INSTALLATION.

26-1 BUILDING MOUNTED LIGHT FIXTURE

BL-1 6" INTERIOR PIPE BOLLARD

BL-3 6" EXTERIOR PIPE BOLLARD

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: 1/8" = 1'-0"A1.1

3D EXTERIOR ELEVATION - NORTH

SCALE: 1/8" = 1'-0"A1.1

5B EXTERIOR ELEVATION - EAST

SCALE: 1/8" = 1'-0"A1.1

3E EXTERIOR ELEVATION - SOUTH

SCALE: 1/8" = 1'-0"A1.1

4B EXTERIOR ELEVATION - WEST

PR-1

PR-1PR-1

PR-1

PR-1 PR-1

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

A1.3

MRP-1

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

07-I

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

123456

A1.3

BARN

MRP-1

OVERHEAD

COILING

DOOR

EXHAUST

FAN

WEATHER

HOOD SEE

MECHANICAL

OVERHEAD

COILING

DOOR

EXHAUST

FAN

WEATHER

HOOD SEE

MECHANICAL

LEVEL 01

0' - 0"

EAVE HEIGHT

18' - 0"

C B A

A1.3

BARN

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

GTR-1

MRP-1

GTR-1

A1.3

LIGHTING SEE

ELECTRICAL

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

GTR-1

MRP-1

FOUNDATION SEE

STRUCT

FOOTING BY SEE

STRUCT

CONCRETE SLAB

SEE STRUCT, BY GC

RIGID FRAME BY

METAL BLDG MFR

METAL PANEL BY METAL BLDG MFR

METAL FRAMING BY METAL BLDG MFR

T H

R O

U G

INSULATION BY METAL BLDG MFR

WALL FABRIC LINER BY METAL

BLDG MFR

WEATHER BARRIER

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

F FLUSH PANEL

N NARROW LITE GLASS

DOOR PANEL TYPE DESCRIPTIONS

DOOR AND FRAME SCHEDULE

GENERAL NOTES

A. ALL EXTERIOR HOLLOW METAL FRAMES SHALL BE FILLED WITH

INSULATION.

B. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS

SHALL BE FILLED WITH MINERAL WOOL BLANKET INSULATION.

C. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM

AND SEALANT AROUND PERIMETER OF FRAME.

D. MASONRY LINTELS AND STEEL LINTELS ARE SHOWN ON

STRUCTURAL DRAWINGS.

E. GLASS TYPES FOR DOORS ARE INDICATED IN THE DOOR

GLAZING COLUMN OF THE DOOR AND FRAME SCHEDULE.

GLASS TYPES FOR FRAMES ARE INDICATED ON THE FRAME

ELEVATIONS.

F. FOR COILING DOORS, GRILLES AND SECTIONAL DOORS, WIDTH

AND HEIGHT DIMENSIONS SHOWN IN DOOR AND FRAME

SCHEDULE REPRESENT FINISHED OPENING SIZE.

CONTRACTOR TO COORDINATE EXACT SIZE OF DOOR WITH

MANUFACTURER.

G. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF

ALL CONCEALED CONDUIT AND J-BOXES REQUIRED FOR

SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF

HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY

HARDWARE AND DEVICES.

H. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE

SETS NOTED IN DOOR AND FRAME SCHEDULE.

SCHEDULE

SEE

S E

E S

C H

E D

NARROW LIGHT

S E

E S

C H

E D

U L E

SEE SCHEDULE

S E

E S

C H

E D

U L E

SEE SCHEDULE

4"6"

REFERENCE KEYNOTES

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

B a rn

.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,

SECTIONS, DOOR,

FRAME TYPE,

WALL TYPE,

FINISH

SCHEDULES

A1.3

W O

O D

M E

N R

D P

E Y

T O

N C

B A

R N

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

ROOF PLAN

SCALE: 1/8" = 1'-0"A1.3

5B NORTH SOUTH SECTION

SCALE: 1/8" = 1'-0"A1.3

4B EAST WEST SECTION

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

3C WALL SECTION

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 5F/A9.1

DOOR AND FRAME SCHEDULE

NUMBER

PANEL FRAME

FIRE

RATING HARDWARE SET

DETAILS

COMMENTS

NO. OF

PANELS WIDTH HEIGHT THICKNESS MATERIAL GLASS TYPE MATERIAL TYPE HEAD JAMB LEFT JAMB RIGHT SILL

100A 1 3' - 0" 7' - 0" 1 3/4" HM CTIG N HM 1 -- 01 1B/A1.1 2B/A1.1 2B/A1.1 3B/A1.1

100B 14' - 0" 15' - 0" STL -- J STL -- -- OH-01 1C/A1.1 2C/A1.1 2C/A1.1 3C/A1.1

100C 1 3' - 0" 7' - 0" 1 3/4" HM CTIG N HM 1 -- 01 1B/A1.1 2B/A1.1 2B/A1.1 3B/A1.1

100D 14' - 0" 15' - 0" STL -- J STL -- -- OH-01 1C/A1.1 2C/A1.1 2C/A1.1 3C/A1.1

100E 1 3' - 0" 7' - 0" 1 3/4" HM CTIG N HM 1 -- 01 1B/A1.1 2B/A1.1 2B/A1.1 3B/A1.1

100F 1 3' - 0" 7' - 0" 1 3/4" HM CTIG N HM 1 -- 01 1B/A1.1 2B/A1.1 2B/A1.1 3B/A1.1

GLAZING TYPE DESCRIPTIONS

CTIG CLEAR TEMPERED INSULATING GLASS

LG LAMINATED GLASS

SG SPANDREL GLASS

TG TEMPERED GLASS

EXTERIOR FRAME TYPESDOOR PANEL TYPES

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

J J

WALL FABRIC LINER

BY METAL BLDG MFR

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

BATT INSULATION 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

WEATHER BARRIER

VAPOR BARRIER

GRANULAR FILL -

SEE STRUCT

PROTECTION

BOARD ON DAMP

PROOFING

STRUCTURAL SLAB -

SEE STRUCT

DOOR JAMB BEYOND

THRESHOLD -

SET IN

CONTINUOUS BED

OF MASTIC

ISOLATION JOINT -

SEE STRUCT

STRUCTURAL STOOP,

DOWEL INTO SLAB

- SEE STRUCT

CONCRETE FOOTING

- SEE STRUCT

PERIMETER INSULATION

VAPOR BARRIER

8 3/8"

GRID

BACKER ROD AND

SEALANT

PREFINISHED PANEL TRIM

BY METAL BLDG MFR

INSIDE PANEL CLOSURE

BY METAL BLDG MFR

STRUCTURAL FASTENER

BY METAL BLDG MFR

8" STEEL CHANNEL BY

METAL BLDG MFR

BATT INSULATION BY

METAL BLDG MFR

WALL FABRIC LINER

BY METAL BLDG MFR

8" STEEL GIRT BY

METAL BLDG MFR

WEATHER BARRIER

PREFINISHED METAL

PANEL SYSTEM BY

METAL BLDG MFR

COILING DOOR HOOD

COILING DOOR

TRACK BEYOND

1/4" STL BENT PLATE,

PNT TO MATCH

ACCENT TRIM

GRID

DOOR, SEE SCHEDULE

BACKER ROD AND

SEALANT

PREFINISHED METAL

HEAD FLASHING

PREFINISHED PANEL TRIM

BY METAL BLDG MFR

INSIDE PANEL CLOSURE

BY METAL BLDG MFR

STRUCTURAL FASTENER

BY METAL BLDG MFR

8" STEEL CHANNEL BY

METAL BLDG MFR

BATT INSULATION BY

METAL BLDG MFR

WALL FABRIC LINER

BY METAL BLDG MFR

8" STEEL GIRT BY

METAL BLDG MFR

WEATHER BARRIER

PREFINISHED METAL PANEL

SYSTEM BY METAL BLDG MFR

HOLLOW METAL

FRAME - SEE DOOR

AND FRAME SCHEDULE

FILL WITH INSULATION

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

WEATHER BARRIER

8" STEEL GIRT BY

METAL BLDG MFR

BATT INSULATION BY

METAL BLDG MFR

GRID

G N

1/4" STL BENT PLATE,

PNT TO MATCH

ACCENT TRIM

1/4" X 6" DIA. BOLLARD

W/ CAST IN PLACE

FDN, PNT, EA SIDE

P E

COILING DOOR - SEE

DOOR SCHEDULE

DOOR TRACK

WALL FABRIC LINER

BY METAL BLDG MFR

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

HOLLOW METAL FRAME -

SEE DOOR AND FRAME

SCHEDULE

DOOR, SEE SCHEDULE

PREFINISHED METAL

PANEL SYSTEM BY

METAL BLDG MFR

FILL WITH

INSULATION

PRE FINISHED

PANEL TRIM BY

METAL BLDG MFR

PREFINISHED METAL

JAMB FLASHING

BACKER ROD AND

SEALANT

JAMB ANCHOR

8" STEEL CHANNEL

BY METAL BLDG MFR

WEATHER BARRIER

8" STEEL GIRT BY

METAL BLDG MFR

BATT INSULATION BY

METAL BLDG MFR

O R

N S

V A

S E

GRID

WALL FABRIC LINER

BY METAL BLDG MFR

3/ 4"

1/ 4"

PERIMETER

INSULATION -

SEE STRUCT

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

PROTECTION

BOARD ON DAMP

PROOFING

VAPOR BARRIER

GRANULAR FILL -

SEE STRUCT

GRID

LOUVER BY MECH

BACKER ROD AND

SEALANT

PREFINISHED METAL

SILL FLASHING, PNT

TO MATCH ACCENT

TRIM

PREFINISHED PANEL TRIM

BY METAL BLDG MFR

INSIDE PANEL CLOSURE

BY METAL BLDG MFR

STRUCTURAL FASTENER

BY METAL BLDG MFR

8" SILL CHANNEL BY

METAL BLDG MFR

BATT INSULATION BY

METAL BLDG MFR

WALL FABRIC LINER

BY METAL BLDG MFR

8" STEEL GIRT BY

METAL BLDG MFR

WEATHER BARRIER

PREFINISHED METAL

PANEL SYSTEM BY

METAL BLDG MFR

STITCH FASTENERS 12"

O.C. BY METAL BLDG MFR

SHIM AS REQUIRED

BACKER ROD AND

SEALANT

PREFINISHED METAL

PANEL SYSTEM BY

METAL BLDG MFR

PRE FINISHED

PANEL TRIM BY

METAL BLDG MFR

PREFINISHED METAL

JAMB FLASHING

BACKER ROD AND

SEALANT

8" STEEL CHANNEL

BY METAL BLDG MFR

WEATHER BARRIER

8" STEEL GIRT BY

METAL BLDG MFR

BATT INSULATION BY

METAL BLDG MFR

O R

N S

V A

S E

GRID

WALL FABRIC LINER

BY METAL BLDG MFR

LOUVER BY MECH

GRID

BACKER ROD AND

SEALANT

PREFINISHED METAL

HEAD FLASHING,

PNT TO MATCH

ACCENT TRIM

PREFINISHED PANEL TRIM

BY METAL BLDG MFR

INSIDE PANEL CLOSURE

BY METAL BLDG MFR

STRUCTURAL FASTENER

BY METAL BLDG MFR

8" STEEL CHANNEL BY

METAL BLDG MFR

BATT INSULATION BY

METAL BLDG MFR

WALL FABRIC LINER

BY METAL BLDG MFR

8" STEEL GIRT BY

METAL BLDG MFR

WEATHER BARRIER

PREFINISHED METAL PANEL

SYSTEM BY METAL BLDG MFR

LOUVER BY MECH

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

3/4"

1 3/4"

1" 1"

3/ 4"

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

CBA

A1.3

OPEN TO

STRUCTURE

LIGHTING SEE ELECTRICAL

J BOX SEE ELECTRICAL

EMERGENCY LIGHTING

SEE ELECTRICAL

WALL PACK LIGHT SEE

ELECTRICAL

EXIT SIGN SEE

ELECTRICAL

8" 3'

GRID

G N

1/4" X 6" DIA. BOLLARD

W/ CAST IN PLACE

FDN, PNT, EA SIDE

G N

1/4" X 6" DIA. BOLLARD

W/ CAST IN PLACE

FDN, PNT, EA SIDE

COLUMN BY METAL

BLDG MFR

A9.1

8"1' - 4"

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

COLUMN BY METAL

BLDG MFR

GRID

A9.1

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

NO STACKING ABOVE THIS LINE

BY ORDER OF FFPD

3' - 0"

2" 3"

RED STRIPE

SIGN SHALL HAVE A 3-INCH RED STRIPE, 2-INCH BLACK LETTERING, AND

WHITE BACKGROUND. CONTRACTOR TO CONFIRM WORDING ON SIGN AS

WELL AS SIGN LOCATIONS WITH FALCON FIRE PROTECTION DISTRICT

PRIOR TO FABRICATION.

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

B a rn

.r v t

37-24108-00

07.11.2025

R O

U N

D S

E X

P A

N S

BID DOCUMENTS

REFLECTED

CEILING PLAN,

DETAILS

A9.1

W O

O D

M E

N R

D P

E Y

T O

N C

B A

R N

SCALE: 1 1/2" = 1'-0"A9.1

5F BASE OF WALL

SCALE: 1 1/2" = 1'-0"A9.1

5E EXTERIOR DOOR THRESHOLD

SCALE: 1 1/2" = 1'-0"A9.1

3F HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A9.1

3E HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A9.1

4F JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A9.1

4E JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A9.1

5D SILL AT COILING DOOR

SCALE: 1 1/2" = 1'-0"A9.1

4C SILL DETAIL

SCALE: 1 1/2" = 1'-0"A9.1

4D JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A9.1

3D HEAD DETAIL

SCALE: 3/4" = 1'-0"A9.1

3C BOLLARD SECTION DETAIL

SCALE: 3" = 1'-0"A9.1

5C SPLASH BLOCK DETAIL

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

OVERALL REFLECTED CEILING PLAN, LEVEL 1

SCALE: 1" = 1'-0"A9.1

2D BOLLARD PLAN DETAIL

SCALE: 1" = 1'-0"A9.1

2E BOLLARD PLAN DETAIL

SCALE: 3/4" = 1'-0"A9.1

2C BOLLARD SECTION DETAIL

SCALE: 1 1/2" = 1'-0"A9.1

1E SIGN 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 ........................................................................ 1.72 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…

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