Addendum 4 As-Built Documents .pdf

SOLICITATION

DATE

SUBJECT

Addendum 4

Addendum 4 is the as-built documents for the Town of Winter Park Transit Maintenance Facility.

RFB for the Installation of Battery Electric Bus Charging Infrastructure

February 20th, 2025

Addendum 4

OWNER

TOWN OF WINTER PARK

50 VASQUEZ ROAD

P.O. BOX 3327

WINTER PARK, CO 80482

SOILS

GROUND ENGINEERING

CONSULTANTS, INC.

752 E. AGATE COURT #5

P.O. BOX 165

GRANBY, CO, 80446

PHONE: 970.887.0531

MECHANICAL/PLUMBING/

ELECTRICAL/TECHNOLOGY

BG BUILDINGWORKS, INC

251 LINDEN STREET

#200

FORT COLLINS, CO 80524

PHONE: 970.221.5691

SPECIFICATIONS

YAEL NYHOLM

DELET LLC

DENVER, CO

PHONE: 303.547.2224

ARCHITECT

OZ ARCHITECTURE

3003 LARIMER STREET

DENVER, CO 80205

PHONE: 303.861.5704

FIRE PROTECTION

TOTAL FIRE PROTECTION

80 GATEWAY CIRCLE

BERTHOUD, CO 80513

PHONE: 970.613.1370

CIVIL / STRUCTURAL

JVA, INC

1319 SPRUCE STREET

BOULDER, CO 80302

PHONE: 303.444.1951

LANDSCAPE

OUTSIDE L.A.

2623 BURGESS CREED RD.

STEAMBOAT SPRINGS, CO 80477

PHONE: 303.517.9256

CONTRACTOR

SAUNDERS CONSTRUCTION INC

86 INVERNESS DR NORTH

ENGLEWOOD, CO 80112

PHONE: 303.699.9000

FACILITIES

ENGINEERING

BIEDENBACH FACILITIES

CONSULTING, LLC

9104 ARMADILLO TRAIL

EVERGREEN, CO 80439

PHONE: 303.887.6734

STRUCTURAL GRID WINDOW IDENTIFICATION

DOOR IDENTIFICATION

GLAZING IDENTIFICATION

FLAG NOTE IDENTIFICATION

ROOM/SPACE IDENTIFICATION ROOM/FINISH IDENTIFICATION

RCP/FINISH IDENTIFICATION

CODE ROOM/SPACE IDENTIFICATION

ELEVATION REFERENCE

INTERIOR ELEV. IDENTIFICATION

EXTERIOR ELEV. IDENTIFICATION

MATERIAL PATTERNS

BUILDING SECTION IDENTIFICATION

WALL/DETAIL SECTION IDENTIFICATION

DETAIL IDENTIFICATION

ENLARGED DETAIL IDENTIFICATION

PARTITION TYPE IDENTIFICATION

ACOUSTIC PARTITION TYPE

IDENTIFICATION

ASSEMBLY IDENTIFICATION

C

COLUMN NUMBER

COLUMN GRID

REFERENCE LINE

COLUMN LETTER

WINDOW TYPE

A

G2

GLAZING

TYPE

DOOR NUMBER

ROOM NAME

ROOM NUMBER

ROOM AREA*

ROOM

2828 SF

ROOM NAME

ROOM NUMBER

ROOM

P-1

RB-1

CPT-1

WALL FIN.

BASE TYPE

FLOOR FIN. TYPE

ROOM NAMEROOM

103 ROOM #

OLF

OCCUPANCY

TYPE

EXITS REQ'D

ROOM AREA

OCCUPANTS

788 SF 200

4 1 R-2

ROOM NAME

ROOM NUMBER

ROOM

P-1 CEILING FIN.

A7.01

DRAWING NUMBER

DRAWING NUMBER

ELEVATION

DATUM POINT

LOCATION

102' - 6"

A4.01

DRAWING NUMBER

SHEET NUMBER

A4.05

DRAWING NUMBER

SHEET NUMBER

A5.01

DRAWING NUMBER

SHEET NUMBER

A4.05

DRAWING NUMBER

SHEET NUMBER

A2.10

DRAWING NUMBER

SHEET NUMBER

23A

PARTITION TYPE

RE: PARTITION

TYPE SHEET

HEAD OF WALL TYPE RE:

PARTITION TYPE SHEET

23A

PARTITION TYPE

RE: PARTITION

TYPE SHEET

HEAD OF WALL TYPE RE:

PARTITION TYPE SHEET

EW1

EXTERIOR WALL

ASSEMBLY TYPE

F1

FLOOR

ASSEMBLY TYPE

C2

CEILING

ASSEMBLY TYPE

R3

ROOF

ASSEMBLY TYPE

* ROOM AREAS: VERIFY BASIS OF MEASUREMENT USED BY ARCHITECT. MAY BE

CALCULATED TO CENTERLINE OF SURROUNDING PARTITIONS OR TO

INSIDE FINISH SURFACES

CONCRETE

UNDISTURBED OR

COMPACTED EARTH

POROUS FILL

(GRAVEL)

STEEL

ALUMINUM

MASONRY - BRICK

MASONRY -

CONCRETE BLOCK

INSULATION - RIGID

INSULATION - BATT

GYPSUM - PLASTER

PLYWOOD

FINISH WOOD

ROUGH WOOD

ACOUSTIC TILE

. 9.15 NOTE

NUMBER

FINISH IDENTIFICATION

P FINISH TYPE

ACCESSORY IDENTIFICATION

ACCESSORY TYPE1i

PROJECT SITE

PROJ. NO.

DRAWN:

CHECKED:

DATE:

© OZ ARCHITECTURE

SCALE:

SHEET NUMBER

SHEET TITLE:

ISSUED FOR:

APPROVED:

3003 Larimer Street

Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

REVISIONS:

ARCHITECTURE

120116.00

/2

/2

:2

:5

P

M B

IM

/1

W in te r

P a rk M a in te n a n c e

/1

.0

W in te r P a rk

M a in te n a n c e A

C e n tr a l.

rv t

As indicated

W

IN

T E

R P

A R

K P

U B

L

IC

T R

A N

S

IT

O P

E R

A T

IO

N

S F

A C

IL

IT

Y

G

C R

F

R A

S E

R

C O

OZ

OZ

2/18/2022

100% CONSTRUCTION

DOCUMENTS

COVER

G-000

WINTER PARK PUBLIC

TRANSIT OPERATIONS

FACILITY

OZ

ABBREVIATIONS GENERAL NOTES

GRAPHIC STANDARDS

PROJECT TEAM

VICINITY MAP

DRAWING INDEX

WINTER PARK PUBLIC TRANSIT

OPERATIONS FACILITY

100% CONSTRUCTION DOCUMENTS

2/18/2022

275 GCR 5103, FRASER, CO 80442

PROJECT NOTES

1 THE TERM “GC” SHALL MEAN THE GENERAL CONTRACTOR AND ITS

SUB-CONTRACTORS.

2 THE GC SHALL THOROUGHLY FAMILIARIZE ITSELF WITH THE CONTRACT DOCUMENTS

AND THE SITE. SHOULD THE GC FIND DISCREPANCIES IN, OR OMISSIONS FROM THE

DRAWINGS OR SPECIFICATIONS, SHOULD THE GC BE IN DOUBT AS TO THEIR INTENT

OR MEANING, OR HAS QUESTIONS CONCERNING CONSTRUCTABILITY OR CODE

COMPLIANCE, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFORE

PROCEEDING WITH THE WORK. SHOULD A CONFLICT OCCUR BETWEEN THE

DRAWINGS AND SPECIFICATIONS THAT IMPLYING GREATER QUANTITY OR QUALITY

SHALL PREVAIL.

3 THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE A COMPLETE PROJECT.

EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR

SHOWN. UNLESS EXPRESSLY STATED, SYSTEMS AND EQUIPMENT SHALL BE

COMPLETELY OPERATIONAL. PROVIDE INCIDENTAL, ACCESSORY, AND ANY OTHER

ITEMS NOT SPECIFIED, BUT REQUIRED, FOR A COMPLETE AND FINISHED ASSEMBLY.

4 THE ENTIRE SET OF CONTRACT DOCUMENTS REPRESENT THE PROJECT AS A WHOLE.

THE GC IS RESPONSIBLE FOR PROVIDING SUFFICIENT INFORMATION TO ITS

SUB-CONTRACTORS TO DETERMINE AND PERFORM THEIR SCOPE OF WORK.

5 ANY ELECTRONIC CAD AND/OR BUILDING INFORMATION MODELING (BIM) FILES

PROVIDED BY THE ARCHITECT OR ITS CONSULTANTS IS SOLELY TO ASSIST THE GC IN

PREPARATION OF SHOP DRAWINGS AND/OR LAYOUT OF THE PROJECT. CAD AND BIM

FILES ARE NOT A PART OF THE CONTRACT DOCUMENTS AND ANY INFORMATION

CONTAINED THEREIN DOES NOT SUPERSEDE ANY INFORMATION ON THE CONTRACT

DOCUMENTS.

6 THE GC IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION,

COORDINATION OF TRADES, AND SCHEDULING OF THE WORK.

7 THE GC SHALL NOT REVISE, SUBSTITUTE, OR CHANGE THE WORK WITHOUT THE

WRITTEN CONSENT OF THE ARCHITECT.

8 NOT EVERY CONDITION MAY BE DRAWN OR DETAILED. CONDITIONS SIMILAR TO

DETAILED CONDITIONS SHALL BE CONSTRUCTED TO THE SAME SIZE AND CHARACTER

AS THOSE FOR SIMILAR CONDITIONS.

9 THE GC SHALL FOLLOW THE RECOMMENDATIONS OF THE OWNER’S GEOTECHNICAL

CONSULTANT. SHOULD THE GC FIND DISCREPANCIES WITH THE CONTRACT

DOCUMENTS, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFORE

PROCEEDING WITH THE WORK.

10 DO NOT SCALE DRAWINGS.

11 PROVIDE NECESSARY BLOCKING IN WALLS, PARTITIONS, AND CEILINGS FOR ITEMS

INCLUDING, BUT NOT LIMITED TO: CEILING AND PARTITION-MOUNTED FIXTURES, GRAB

BARS, HANDRAILS, TOILET ACCESSORIES, CABINETRY, PANELING, COUNTERTOPS,

SHELVES, CLOSET RODS, WHITE BOARDS, AND DECORATIVE ELEMENTS.

12 THE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF OZ ARCHITECTURE, INC.

AND ITS CONSULTANTS AND ARE TO BE USED AS INSTRUMENTS OF SERVICE FOR

CONSTRUCTION OF THIS PROJECT ONLY. USE OF THESE DOCUMENTS BY THE GC FOR

ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF OZ

ARCHITECTURE IS PROHIBITED.

KPL KICK PLATE

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LDR LEADER

LH LEFT HAND

LIQ LIQUID

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LP LIGHTING POLEL or LIGHT PROOF

LR LIVING ROOM

LS LANDSCAPE

LT LIGHT

LV LOW VOLTAGE

LVR LOUVER

MACH MACHINE

MAG MAGNETIC

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL and

PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MM MILLIMETERS

MO MASONRY OPENING

MTD MOUNT(ED)

MTL METAL

MULL MULLION

MW MICROWAVE

(N) NEW

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL or OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE or OWNER-FURNISHED

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHEAD or OPPOSITE HAND

OI OWNER-INSTALLED

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PAR PARALLEL

PC PRECAST

PERF PERFORATED

PERIM PERIMETER

PL PROPERTY LINE or PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

POL POLISHED

PR PAIR or PROPOSAL REQUEST

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRIM PRIMARY

PRKG PARKING

PROJ PROJECT

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST-TENSION(ED) or PORCELAIN TILE or PAINT or PRESSURE-TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PHOTOVOLTAIC

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

R RISER or RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN or ROAD

RE or REF REFER TO or REFERENCE

REC RECESS(ED)

RECPT RECEPTACLE

REF REFRIGERATOR

REINF REINFORCED

REM REMOVE

REQD REQUIRED

RESIL RESILIENT

REV REVISE, REVISED or REVISION(S)

RF RESILIENT FLOORING

RFG ROOFING

RH RIGHT HAND

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RST REINFORCING STEEL

RTF RUBBER TILE FLOOR

RTU ROOF TOP UNIT

RVS REVERSE (SIDE)

RWC RAIN WATER CONDUCTOR

S SOUTH

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SD SOAP DISPENSER/SMOKE

DETECTOR/STORM DRAIN

SECT SECTION

SF SQUARE FEET

SHT SHEET

SHTHG SHEATHING

SHWR SHOWER

SIM SIMILAR

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTACLE

SPEC(S) SPECIFICATION(S)

SPKLR SPRINKLER

SPKR SPEAKER

SPRT SUPPORT

SQ SQUARE

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE or STRUCTURAL

SUSP SUSPEND(ED)

SYM SYMBOL

SYMM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O. TOP OF

TB TOWEL BAR

TEL TELEPHONE

TEMP TEMPORARY or TEMPERATURE

TG TRANSFER GRILL

THERM THERMAL

THK THICK

THRES THRESHOLD

TMPD TEMPERED

TOC TOP OF CONCRETE/CURB

TOS TOP OF STEEL/SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TS TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V VOLT

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VOL VOLUME

VRFY VERIFY

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST or WIDE

W.O. WHERE OCCURS

W/ WITH

W/O WITHOUT

W/R WATER RESISTANT

WC WALL COVERING or WATER CLOSET

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WP WATERPROOF

WPM WATERPROOF MEMBRANE

WRB WEATHER RESISTANT BARRIER

WSCT WAINSCOT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

# POUND(S) or NUMBER

& AND

< ANGLE

@ AT

A&MB AIR AND MOISTURE BARRIER

A&WB AIR AND WEATHER BARRIER

A/V AUDIO/VISUAL

AB ANCHOR BOLT/AIR BARRIER

ACS DR ACCESS DOOR

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADD ADDENDUM

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISH GRADE

AGGR AGGREGATE

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTIONS

ASPH ASPHALT

ASSY ASSEMBLY

AUTO AUTOMATIC

AVE AVENUE

AVG AVERAGE

AWP ACOUSTICAL WALL PANEL

B.O. BY OWNER

B.O.F. BY OWNER, FUTURE

BALC BALCONY

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM or BENCH MARK

BN BULLNOSE

BOT BOTTOM

BR BEDROOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

CAB CABINET

CCD CONSTRUCTION CHANGE DIRECTIVE

CCTV CLOSED CIRCUIT TELEVISION

CDOT COLORADO DEPARTMENT OF

TRANSPORTATION

CEM CEMENT/CEMENTITIOUS

CF CONTRACTOR FURNISHED

CFLG COUNTERFLASHING

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CK CORK TILE

CL CENTERLINE

CLG CEILING

CLL COLUMN LINE

CLO CLOSET

CLR CLEAR

cm CENTIMETERS

CMU CONCRETE MASONRY UNIT

CO CHANGE ORDER or CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR or CORRUGATED

CPT CARPET

CT CERAMIC TILE

CTR COUNTER

CTV CABLE TELEVISION

CU CUBIC

CUH CABINET UNIT HEATER

CY CUBIC YARD

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH or DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE-HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DMPF DAMPROOFING

DN DOWN

DR DOOR or DINING ROOM

DS DOWNSPOUT

DSPL DISPOSAL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

ESMT EASMENT

EST ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXCL EXCLUDE(D)/EXCLUDING

EXH EXHAUST

EXH DT EXHAUST DUCT

EXH FN EXHAUST FAN

EXP EXPOSED

EXP BT EXPANSION BOLT

EXST EXISTING

EXT EXTERIOR

F FARENHEIT

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHV FIRE HOSE VALVE

FHWS FLAT HEAD WOOD SCREW

FIN FINISH(ED)

FIN FLR FINISHED FLOOR

FIXT FIXTURE

FLASH FLASHING

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FR FIRE RESISTIVE or FIRE RATED

FRG FURRING

FRP FIBERGLASS REINFORCED PANEL(ING)

FRT FIRE RETARDANT TREATED

FT FOOT (FEET)

FTG FOOTING

FURN FURNISH(ED) or FURNITURE

FUT FUTURE

FVC FIRE VALVE CABINET

G GROUND

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED CONCRETE MASONRY UNIT(S)

GEN GENERATOR

GFRC GLASS-FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS or GLAZING

GLU LAM GLUE-LAMINATED

GR GRADE

GT GROUT or GLASS TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

HAS HEADED ANCHOR STUD

HB HOSE BIBB

HC HOLLOW CORE or HANDICAPPED

HDAS HEADED DEFORMED ANCHOR STUD

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HSKG HOUSEKEEPING

HT HEIGHT

HVAC HEATING, VENTILATION and AIR

CONDITIONING

HW HOT WATER

HWY HIGHWAY

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER or INTERIOR

DESIGN(ER)

IN INCH(ES)

INCAND INCANDESCENT

INCL INCLUD(ED)

INFO INFORMATION

INSUL INSULATION/INSULATED

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCKDOWN

KIT KITCHEN

KO KNOCKOUT

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-401 ENLARGED DRAWINGS

A-402 ENLARGED DRAWINGS

A-403 ENLARGED DRAWINGS

A-501 DETAILS - FOUNDATION

A-502 DETAILS - EXTERIOR

A-503 DETAILS - EXTERIOR

A-504 DETAILS - ROOF

A-505 DETAILS - ROOF

A-506 DETAILS - ROOF

A-507 DETAILS - ROOF

A-550 DETAILS - INTERIOR

A-551 DETAILS - INTERIOR

A-560 SITE DETAILS

A-601 DOOR SCHEDULE

A-611 DOOR DETAILS - INTERIOR

A-612 DOOR DETAILS - EXTERIOR

A-621 STOREFRONT TYPES

A-623 STOREFRONT DETAILS

A-624 WINDOW DETAILS - INTERIOR

EQUIPMENT

EQ-100 EQUIPMENT SCHEDULE, GENERAL NOTES & DETAILS

EQ-101 EQUIPMENT& COMPRESSED AIR SCHEMATIC PLAN

FIRE PROTECTION

FP-1 FIRE PROTECTION PLAN

FP-2 FIRE PROTECTION FIRE PUMP ROOM

MECHANICAL

M-000 MECHANICAL COVER SHEET

M-001 MECHANICAL SCHEDULES

M-002 MECHANICAL SCHEDULES

M-101 MECHANICAL LEVEL 1 FLOOR PLAN

M-102 MECHANICAL LEVEL 1 FLOOR PLAN - SECTOR A

M-103 MECHANICAL LEVEL 1 FLOOR PLAN - SECTOR B

M-104 MECHANICAL LEVEL 1 FLOOR PLAN - SECTOR C

M-106 MECHANICAL ROOF PLAN

M-131 PLUMBING LEVEL 1 FLOOR PLAN

M-132 PLUMBING LEVEL 1 FLOOR PLAN - SECTOR A

M-133 PLUMBING LEVEL 1 FLOOR PLAN - SECTOR B

M-134 PLUMBING LEVEL 1 FLOOR PLAN - SECTOR C

M-201 MECHANICAL DIAGRAMS

M-202 MECHANICAL DIAGRAMS

M-301 MECHANICAL CONTROLS

M-302 MECHANICAL CONTROLS

M-303 MECHANICAL CODE SHEET

M-304 MECHANICAL CODE SHEET

ELECTRICAL

E-000 ELECTRICAL COVER SHEET

E-001 ELECTRICAL ONE-LINE

E-002 ELECTRICAL PANEL SCHEDULES

E-100 ELECTRICAL SITE PLAN

E-102 ELECTRICAL LEVEL 1 FLOOR PLAN - SECTOR A

E-103 ELECTRICAL LEVEL 1 FLOOR PLAN - SECTOR B

E-104 ELECTRICAL LEVEL 1 FLOOR PLAN - SECTOR C

E-106 ELECTRICAL ROOF PLAN

E-132 LIGHTING LEVEL 1 FLOOR PLAN - SECTOR A

E-133 LIGHTING LEVEL 1 FLOOR PLAN - SECTOR B

E-134 LIGHTING LEVEL 1 FLOOR PLAN - SECTOR C

E-201 ELECTRICAL SCHEDULES

E-301 ELECTRICAL DIAGRAMS

TELECOMMUNICATIONS

TS-000 TECHNOLOGY SYSTEMS COVER SHEET

TS-001 TECHNOLOGY SYSTEMS SCHEDULES

TS-100 TECHNOLOGY SYSTEMS SITE PLAN

TS-101 TECHNOLOGY SYSTEMS LEVEL 1 FLOOR PLAN

TS-102 TECHNOLOGY SYSTEMS LEVEL 1 FLOOR PLAN - SECTOR A

TS-103 TECHNOLOGY SYSTEMS LEVEL 1 FLOOR PLAN - SECTOR B

TS-104 TECHNOLOGY SYSTEMS LEVEL 1 FLOOR PLAN - SECTOR C

TS-401 TECHNOLOGY SYSTEMS ENLARGED PLANS

TS-501 TECHNOLOGY SYSTEMS RISER DIAGRAMS AND FUNCTIONALS

TS-503 ELECTRONIC SECURITY AND FIRE ALARM FUNCTIONALS

TS-601 COMMUNICATIONS DIAGRAMS

TS-603 ELECTRONIC SECURITY DIAGRAMS

GENERAL

G-000 COVER

G-100 SITE CODE PLAN

G-101 BUILDING CODE PLAN

G-110 FIRE RESISTANCE ASSEMBLIES

G-201 SIGN TYPES

G-401 ANSI 2009 MOUNTING HEIGHTS

G-501 EXTERIOR VERTICAL/HORIZONTAL ASSEMBLIES

G-502 INTERIOR VERTICAL/HORIZONTAL ASSEMBLIES

CIVIL

C-001 LEGEND, NOTES & ABBREVIATIONS

C-100 GRADING AND DRAINAGE PLAN

C-101 DETAILED GRADING AND DRAINAGE PLAN

C-102 DETAILED GRADING AND DRAINAGE PLAN

C-103 DETAILED GRADING AND DRAINAGE PLAN

C-104 STORM SEWER PLAN AND PROFILE

C-105 STORM SEWER PLAN AND PROFILE

C-150 GRADING AND DRAINAGE DETAILS

C-151 GRADING AND DRAINAGE DETAILS

C-200 UTILITY PLAN

C-250 PRIVATE UTILITY DETAILS

C-301 OWTS NOTES AND SITE PLAN

C-351 OWTS DETAILS

C-352 OWTS DETAILS

C-401 PROCESS & INSTRUMENTATION DIAGRAM

C-402 HYDRAULIC PROFILE

C-403 TREATMENT ROOM PLAN

C-404 TREATMENT ROOM SECTIONS & DETAILS

C-500 HORIZONTAL CONTROL PLAN

C-501 LINE AND CURVE TABLE

C-550 SITE DETAILS

CE-001 EROSION CONTROL PLAN

CE-050 EROSION CONTROL DETAILS

CE-051 EROSION CONTROL DETAILS

CE-052 EROSION CONTROL DETAILS

CE-053 EROSION CONTROL DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 STATEMENT OF SPECIAL INSPECTIONS

S-003 LOAD PLANS

S-101 FOUNDATION PLAN SECTOR A

S-102 FOUNDATION PLAN SECTOR B

S-103 FOUNDATION PLAN SECTOR C

S-104 LOW ROOF FRAMING PLAN SECTOR A

S-106 LOW ROOF FRAMING PLAN SECTOR C

S-107 HIGH ROOF FRAMING PLAN SECTOR A

S-108 HIGH ROOF FRAMING PLAN SECTOR B

S-211 CMU WALL ELEVATIONS

S-212 CMU WALL ELEVATIONS

S-213 CMU WALL ELEVATIONS

S-401 BRACE ELEVATION

S-402 BRACE ELEVATION

S-403 BRACE DETAILS

S-501 DETAILS, SECTIONS & SCHEDULES

S-502 DETAILS, SECTIONS & SCHEDULES

S-503 DETAILS, SECTIONS & SCHEDULES

S-504 DETAILS, SECTIONS & SCHEDULES

S-511 FOUNDATION DETAILS

S-512 FOUNDATION DETAILS

S-513 FOUNDATION DETAILS

S-531 ROOF FRAMING SECTIONS

S-532 ROOF FRAMING SECTIONS

ARCHITECTURE

A-100 SITE PLAN

A-101 OVERALL FLOOR PLAN

A-101A SLAB FLOOR PLAN

A-102 FLOOR PLAN - SECTOR A

A-106 ROOF PLAN

A-130 REFLECTED CEILING PLAN - OVERALL

A-131 REFLECTED CEILING PLAN - ENLARGED

A-140 INTERIOR FINISH, APPLIANCE & ACCESS. SCHED.

A-141 FINISH PLAN - OVERALL

A-142 FINISH PLAN - ENLARGED

A-201 BUILDING ELEVATIONS

A-202 BUILDING PERSPECTIVES - FOR REFERENCE ONLY

A-203 BUILDING PERSPECTIVES - FOR REFERENCE ONLY

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

* FOR REFERENCE ONLY, FUTURE PHASE BUILDOUT SHOWN

NOT F

OR

CONSTRUCTIO

N

DW

DN

REF.

DW

C O U N T Y R O A D 5

C O U N T Y R O A D 5 1 0 3

DETENTION

POND, RE: CIVIL

EMERGENCY

VEHICLE ACCESS

60' - 0"

60' - 0"

PROPERTY LINE

SIDE YARD SETBACK

10' - 0"

60'-0" YARD PER 2015

IBC 507.4 FOR

UNLIMITED BUILDING

AREA

PROPERTY LINE

REAR YARD SETBACK

60'-0" YARD / PUBLIC

WAY PER 2015 IBC

507.4 FOR UNLIMITED

BUILDING AREA

PROPERTY LINE

SIDE YARD SETBACK

60'-0" YARD PER 2015

IBC 507.4 FOR

UNLIMITED BUILDING

AREA

10' - 0"

REAR YARD SETBACK

60'-0" YARD / PUBLIC

WAY PER 2015 IBC

507.4 FOR UNLIMITED

BUILDING AREA

MAIN ENTRY

SAFE DISPERSAL

AREA: 1/2 * 131 TOTAL

OCCUPANTS * 5 SF/OCC

= 328 SF REQ'D AREA

933 SF

1660 SF

UTILITY YARD

RE: A-560

FOR OWTS INFORMATION SEE CIVIL

SAND-OIL SEPARATOR RE: CIVIL

SNOW GUARD,

BAR TYPE,

RE: ROOF PLAN

FIRE HYDRANT,

RE: CIVIL

' M

IN

'-5

' M

IN

'-4

SAFE DISPERSAL

AREA: 1/2 * 131 TOTAL

OCCUPANTS * 5 SF/OCC

= 328 SF REQ'D AREA

G C R 5

G C R 5 1 0 3

G C

R

GRAND COUNTY

ROAD & BRIDGE

SOLAR

LEASE

MOUNTAIN

PARKS

ELECTRIC

CELL PHONE

TOWER

ONEIL RANCH

RESIDENTIAL

SUBDIVISION

SITE

PROJ. NO.

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APPROVED:

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Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

REVISIONS:

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SITE CODE PLAN

G-100

WINTER PARK PUBLIC

TRANSIT OPERATIONS

FACILITY

OZ

1" = 50'-0"

SITE CODE PLAN

0' 25' 50' 100' 200'

TRUE

NORTH

1" = 200'-0"

AREA CONTEXT PLAN FOR REFERENCE ONLY

NOT F

OR

DW

1,186 SF

4 1

S-2

FP WATER STORAGE EXIT LOAD

REQ'D WIDTH

WIDTH

2' - 9 5/8"

202C

2' - 8"

EXIT LOAD

REQ'D WIDTH

WIDTH

2' - 9 5/8"

502A

2' - 8"

CODE OCCUPANCY

B

S-1

S-2

D O

O R S

EPA

R A

TIO

N D

ISTA

N C E

171' - 3 1/8"

1/3

07' -

1" M

IN

. D

IS

TANCE B

ETW

EEN D

O O

RS

323' -

/8

" M

AX O

VERALL D

IA

G O

NAL D

IM

ENSIO

N

1,615 SF

17 1

B

ADMIN

23,977 SF

80 2

S-2

PARKING/DRIVE

EXIT LOAD

REQ'D WIDTH

WIDTH

2' - 9 5/8"

2' - 8"

EXIT LOAD

REQ'D WIDTH

WIDTH

100A

2' - 8"

2' - 9 5/8"

EXIT LOAD

REQ'D WIDTH

WIDTH

2' - 9 5/8"

2' - 8"

6,606 SF

23 1

S-1

MAINTENANCE

FEC

FE

PATH CPATH D

PATH E

PATH F

COMMON PATH

OF A & B

FE

FE

FE

FE

FE

1,293 SF

5 1

S-2

UTILITY SPACES

PATH B

PATH B

PATH A

289 SF

1 1

S-2

BOILER

183 SF

1 1

S-2

WATER TREATMENT

104 SF

1 1

S-2

FACILITIES

CODE SHEET GRAPHICS LEGEND

FW

CHAPTER 7 CODE

CONSTRUCTION

DESIGNATION

1 HR. RATED ASSEMBLY

2 HR. RATED ASSEMBLY

NON-RATED ASSEMBLY

REQUIRED EXIT

DESIGNATION

EXIT LOAD AT DOOR

DIRECTION OF TRAVEL

NAMED PATH OF TRAVEL - SEE

SCHEDULE FOR TOTAL TRAVEL

DISTANCE

EGRESS

PATH

FIRE EXTINGUISHER

CABINET (RECESSED)

ROOM NAME

ROOM NUMBER

AREA

ROOM TAG

EXIT LOAD

DOOR NUMBER000

REQ'D WIDTH

WIDTH

OPENING WIDTH

DOOR TAG

OLF

OCCUP.

LOAD

REQ'D

EXITS

CODE

OCCUP.

OCCUP. LOAD

REQ'D EXIT WIDTH

1 HR RATED CEILING

ENCLOSURE - D902

FIRE EXTINGUISHER

BRACKET MOUNTED

APPLICABLE CODES:

2015 INTERNATIONAL BUILDING CODE (IBC)

2015 INTERNATIONAL FIRE CODE (IFC)

2015 INTERNATIONAL MECHANICAL CODE (IMC)

2015 INTERNATIONAL PLUMBING CODE (IPC)

2015 INTERNATIONAL FUEL AND GAS CODE (IFGC)

2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2003 ICC/ANSI A117.1

2017 NATIONAL ELECTRICAL CODE (NEC)

LOCAL AMENDMENTS

ZONING DESIGNATION: F - FORESTRY/OPEN, SPECIAL PERMIT

OCCUPANCY CLASSIFICATION: S-1, S-2, & B; S-1 MOST RESTRICTIVE

CONSTRUCTION TYPE: IIB

FIRE SUPPRESSION: FULLY SPRINKLERED PER NFPA 13.

ALLOWABLE AREA: UNLIMITED AREA PER IBC 507.4

ACTUAL AREA: LEVEL 1: 35,253 SF

ALLOWABLE HEIGHT: 3 STORIES, 35 FEET(PER LOCAL AMENDMENTS,

IBC ALLOWS 75'

ACTUAL HEIGHT: 1 STORIES, 33'-4" FEET

FIRE RESISTANCE REQUIREMENTS:

PRIMARY STRUCTURAL FRAME: 0 HR

EXTERIOR BEARING WALLS: 0 HR

INTERIOR BEARING WALLS: 0 HR

EXTERIOR NON-BEARING WALLS*: 0 HR < 5’, X HR < 10’, X HR < 30'

INTERIOR NON-BEARING WALLS: 0 HR

FLOOR CONSTRUCTION: 0 HR

ROOF CONSTRUCTION: 0 HR

* EXTERIOR NON-BEARING WALLS WITH FIRE SEPARATION DISTANCE > 10' NEED

ONLY BE RATED FOR FIRE EXPOSURE FROM INSIDE.

ALL BEARING WALLS SUPPORTING RATED FLOORS TO BE 1-HR RATED (NO OPENING

PROTECTION REQUIRED).

ALLOWABLE AREA OF UNPROTECTED OPENINGS BASED ON

FIRE SEPARATION DISTANCE:

0'-3': NOT PERMITTED

3'-5': 15% 5'-10': 25% 10'-15': 45% 15'-20': 75%

>20': NO LIMIT

WATER TANK STORAGE FOR FIRE, PER NFPA 22, NFPA 1142, & APPROVAL FROM AHJ/FD

STORAGE AMOUNT = SEE FIRE PROTECTION DRAWINGS, BASIS OF DESIGN 65,000

GALLONS ONSITE, 30,000 GALLONS FROM ADJACENT SITE VIA INTERAGENCY

AGREEMENT AND 20' WIDE RING ROAD.

2-HR RATED ENCLOSURE

EXTERIOR ACCESS TO A PUBLIC WAY (1028.5)

EXCEPTION: SAFE DISPERSAL AREA, SIZED TO ACCOMMODATE NOT LESS THAN 5

SF/EA PERSON; 50' AWAY FROM REQ'D BLDG EGRESS; PERMANENTLY

MAINTAINED/IDENTIFIED AS SAFE DISPERSAL AREA; UNOBSTRUCTED PATH OF

TRAVEL FROM THE BUILDING.

EXIT WIDTH:

OTHER COMPONENTS: 0.2” PER OCCUPANT

EXIT ACCESS TRAVEL DISTANCE (MAXIMUM LENGTH): 250 FEET (S-1)

COMMON PATH OF EGRESS TRAVEL (MAXIMUM LENGTH): 100 FEET

ROOF COVERING CLASSIFICATION (MINIMUM): CLASS C

INTERIOR WALL & CEILING FINISH REQUIREMENTS (MINIMUM):

EXIT STAIRS & EXIT PASSAGEWAYS: CLASS C

CORRIDORS & EXIT ACCESS STAIRS: CLASS C

ROOMS: CLASS C

BUILDING CODE INFORMATION:

FIRE RESISTANCE DESIGNATIONS

FW FIRE WALL (IBC SECTION 706)

FB FIRE BARRIER (IBC SECTION 707)

SE SHAFT ENCLOSURE (IBC SECTION 713)

FP FIRE PARTITION (IBC SECTION 708)

SB SMOKE BARRIER (IBC SECTION 709)

SP SMOKE PARTITION (IBC SECTION 710)

PROJ. NO.

DRAWN:

CHECKED:

DATE:

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SCALE:

SHEET NUMBER

SHEET TITLE:

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APPROVED:

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Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

REVISIONS:

ARCHITECTURE

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BUILDING CODE PLAN

G-101

WINTER PARK PUBLIC

TRANSIT OPERATIONS

FACILITY

OZ

THIS SHEET IS INTENDED TO BE PRINTED IN COLOR

1/16" = 1'-0"

OVERALL CODE PLAN

0' 8' 16' 32' 64'

TRUE

NORTH

CODE PLAN NOTES

1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE

WITH IBC CHAPTER 9 AND NFPA 13. PROVIDE DRY SPRINKLER

SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED

LOCATIONS.

2 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR

FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND

PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE

SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION

AND ARCHITECT.

3 SEE DOOR SCHEDULE, SHEET A-600 FOR DOOR RATINGS. ALL RATED

DOORS TO COMPLY WITH IBC 716

4 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE

FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7.

5 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC)

LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT.

6 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE

DEPARTMENT AND ARCHITECT.

PLUMB FIXT RQD - CALC SUM - MIXED USE OCC AREA

OCCUPANCY

AREA

Plumbing Fixture

Occupants

DESIGN

POPULATION WATER CLOSETS LAVS TUB /

SHOWER

REQ'D.

TUB /

SHOWER

PROVIDED

DF

REQ'D.

DF

PROVIDED

SS

REQ'D.

SS

PROVIDEDIBC Table 2902.1 Classification MEN WOMEN

MEN

REQ'D.

MEN

PROVIDED

WOMEN

REQ'D.

WOMEN

PROVIDED

MEN

REQ'D.

MEN

PROVIDED

WOMEN

REQ'D.

WOMEN

PROVIDED

B - Business 1,615 SF 17 9 9 0.36 1 0.36 1 0.23 1 0.23 1 0 2 1

S1 & S2 - Storage, Warehouses, Freight Depots 33,638 SF 115 58 58 0.58 2 0.58 1 0.58 2 0.58 1 2 0 0

Grand total 35,253 SF 67 67 0.94 3 0.94 2 0.81 3 0.81 2 2 2 1

OCC LOAD CALC SUM 15 IBC AREA

Name Area

Code Occupa ncy

Occupancy Occupant Load

Factor Occupant

Load

Required Number of

Exits Req'd Exit

WidthTable 1004.1.2 - Use Description

PARKING/DRIVE 23,977 SF S-2 Accessory storage areas, mechanical equipment room 300 80 2 2' - 8"

FP WATER STORAGE 1,186 SF S-2 Accessory storage areas, mechanical equipment room 300 4 1 2' - 8"

MAINTENANCE 6,606 SF S-1 Accessory storage areas, mechanical equipment room 300 23 1 2' - 8"

ADMIN 1,615 SF B Business Areas 100 17 1 2' - 8"

BOILER 289 SF S-2 Accessory storage areas, mechanical equipment room 300 1 1 2' - 8"

UTILITY SPACES 1,293 SF S-2 Accessory storage areas, mechanical equipment room 300 5 1 2' - 8"

WATER TREATMENT 183 SF S-2 Accessory storage areas, mechanical equipment room 300 1 1 2' - 8"

FACILITIES 104 SF S-2 Accessory storage areas, mechanical equipment room 300 1 1 2' - 8"

LEVEL 1 35,253 SF 132

Grand total 35,253 SF 132

REFER TO TABLES C402.1.3 & C402.1.4 IN 2015 IECC

IECC COMPLIANCE PER ASHRAE 90.1-2010 (IECC C401.2)

"N" INDICATES VERTICAL FENESTRATION ORIENTED WITHIN 45 DEGRESS

OF TRUE NORTH. "SEW" INDICATES ORIENTATIONS OTHER THAN "N".

PF = PROJECTION FACTOR

CI = CONTINUOUS INSULATION

NR = NO REQUIREMENT

PF ≥ 0.5 NR NR

0.2 ≤ PF < 0.5 NR NR

PF < 0.2 0.45 NR

ORIENTATION SEW N

SHGC

ENTRANCE DOORS 0.77

OPERABLE FENESTRATION 0.37

FIXED FENESTRATION 0.29

U-FACTOR

VERTICAL FENESTRATION

SWINGING U-0.37

NONSWINGING R-4.75

OPAQUE DOORS

HEATED SLABS R-20 FOR 24″ BELOW OR F-0.55

UNHEATED SLABS R-15 FOR 24" BELOW OR F-0.40

SLAB-ON-GRADE FLOORS

BELOW-GRADE WALL R-10CI OR C-0.092

WALLS, BELOW GRADE

METAL FRAMED R-13 + R-7.5CI OR U-0.064

MASS R-15.2CI OR U-0.071

WALLS, ABOVE GRADE

ABOVE ROOF DECK

INSULATION ENTIRELY R-35CI OR U-0.028

ROOFS

CLIMATE ZONE 7

BUILDING ENVELOPE INFORMATION

EGRESS PATH LENGTH

PATH SEGMENT

NAME

PATH SEGMENT

LENGTH

MAX DISTANCE

ALLOWED

COMMON PATH OF EGRESS

COMMON PATH OF A & B 80' - 7" 100' - 0"

TRAVEL DISTANCE

PATH A 43' - 0" 250' - 0"

PATH B 151' - 10" 250' - 0"

PATH C 184' - 7" 250' - 0"

PATH D 140' - 10" 250' - 0"

PATH E 137' - 10" 250' - 0"

PATH F 128' - 3" 250' - 0"

0 2 1

NOT F

OR

PROJ. NO.

DRAWN:

CHECKED:

DATE:

© OZ ARCHITECTURE

SCALE:

SHEET NUMBER

SHEET TITLE:

ISSUED FOR:

APPROVED:

3003 Larimer Street

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REVISIONS:

ARCHITECTURE

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FIRE RESISTANCE

ASSEMBLIES

G-110

WINTER PARK PUBLIC

TRANSIT OPERATIONS

FACILITY

OZ

NOT F

OR

6"

/2

ENTRANCE 5/8" - 2" TEXT

WHITE ON FEDERAL BLUE

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

THIS DOOR IS TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED

1" TEXT ON CONTRASTING BACKGROUND

1' - 0"

PARKING

ONLY

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

1' - 0"

VAN

ACCESSIBLE

WHITE ON FEDERAL BLUE

1 1/2" TEXT

1" TEXT

3" TEXT -

OBTAIN ACTUAL

NUMBER FROM CODE

PLANS.

MAXIMUM

OCCUPANCY

10"

EXIT

5"

" 5/8" - 2" TEXT

BRAILLE

9"

5/8" - 2" TEXT

BRAILLE

FIRE & SMOKE BARRIER

PROTECT ALL OPENINGS

3" HIGH LETTERS W/ 3/8"

STROKE ON CONTRASTING

BACKGROUND

NOTE: MAY BE SIGN,

ADHESIVE LABEL, OR

PAINTED STENCIL

BRAILLE TO BE

LOCATED DIRECTLY

UNDER SIGNAGE

INFORMATION

ALL-GENDER

RESTROOM 5/8" - 2" TEXT

6".

3' - 0"

1. PAINT STENCILED PAVEMENT

MARKING UTILIZING INTERNATIONAL

ACCESSIBLE SYMBOL IN WHITE ON

ROYAL BLUE BACKGROUND.

2. ALIGN EDGE WITH FRONT OF

PARKING STALL

3. CENTER DIAGRAM WITH WIDTH OF

PARKING STALL TYP.

BRAILLE TO BE

LOCATED DIRECTLY

UNDER SIGNAGE

INFORMATION

ALL-GENDER

RESTROOM 5/8" - 2" TEXT

6".

BRAILLE TO BE

LOCATED DIRECTLY

UNDER SIGNAGE

INFORMATION

ALL-GENDER

RESTROOM/

SHOWER 5/8" - 2" TEXT

6".

PROJ. NO.

DRAWN:

CHECKED:

DATE:

© OZ ARCHITECTURE

SCALE:

SHEET NUMBER

SHEET TITLE:

ISSUED FOR:

APPROVED:

3003 Larimer Street

Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

REVISIONS:

ARCHITECTURE

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SIGN TYPES

G-201

WINTER PARK PUBLIC

TRANSIT OPERATIONS

FACILITY

OZ

3" = 1'-0" E

ACCESSIBLE ENTRANCE SIGNS

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

UNLOCKED DOOR SIGN

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

ACCESSIBLE PARKING SIGN

3" = 1'-0" D

MAXIMUM OCCUPANCY SIGN

3" = 1'-0" B

TACTILE EXIT SIGN

3" = 1'-0" C

ROOM IDENTIFICATION SIGN

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

RATED WALL SIGN

NOTES:

1. VISUAL CHARACTERS TO COMPLY WITH ICC A117.1 703.2 & ADAAG 703.5

2. TACTILE CHARACTERS TO COMPLY WITH ICC A117.1 703.3 & ADAAG 703.2

3. BRAILLE CHARACTERS TO COMPLY WITH ICC A117.1 703.4 & ADAAG 703.3

4. PICTOGRAMS TO COMPLY WITH ICC A117.1 703.5 & ADAAG 703.6

5. SYMBOLS OF ACCESSIBILITY TO COMPLY WITH ICC A117.1 703.6 & ADAAG 703.7

6. MOUNT SIGNS 1'-6" FROM LATCH-SIDE DOOR JAMB TO CENTER OF SIGN UNLESS OTHERWISE NOTED.

7. MOUNT SIGNS 5'-0" AFF TO TOP UNLESS OTHERWISE NOTED.

SIGNAGE TYPE SCHEDULE_IBC 2015

SIGN

DESIGNATION SIGN TYPE LOCATION CODE REFERENCE

VISUAL

CHARACTERS TACTILE BRAILLE PICTOGRAM

INT'L SYMBOL

OF

ACCESSIBILITY PLACEMENT COMMENTS

A TOILET ROOM ACCESSIBLE TOILET ROOMS IBC 2902.4 & 1111 YES YES YES YES YES

B TACTILE EXIT DOORS AT: EXTERIOR EXIT DOORS, EXIT STAIRS & RAMPS, EXIT PASSAGEWAYS, AREAS OF REFUGE, AND

EXTERIOR AREAS FOR RESCUE ASSISTANCE

IBC 1013.4 YES YES YES NO NO

C ROOM IDENTIFICATION OUTSIDE ROOM ADAAG 216.2 YES YES YES NO NO ROOM SIGNS ARE NOT REQUIRED, BUT IF PROVIDED THEY MUST MEET REQUIREMENTS

D MAXIMUM OCCUPANCY ASSEMBLY OCCUPANCY SPACES IBC 1004.3 YES NO NO NO NO CONSPICUOUS PLACE NEAR MAIN DOOR MAXIMUM OCCUPANCY OF ROOM PER CODE PLAN

E ACCESSIBLE ELEMENTS ENTRANCES, DRESSING ROOMS & LOCKER ROOMS WHERE NOT ALL ARE ACCESSIBLE, PASSENGER LOADING

ZONES & LOCKERS

IBC 1111.1 YES NO NO NO YES ENTRANCE TO ELEMENT

F RATED WALL ABOVE CEILING AT ALL RATED WALLS IBC 703.7 YES NO NO NO NO WITHIN 15' OF END OF WALL & 30' O.C. ALONG LENGTH OF WALL NOT REQUIRED IN R-2 OCCUPANCY WHERE CEILING IS NOT ACCESSIBLE

G LOCKED DOOR MAIN ENTRY DOORS WITH LOCKS IBC 1010.1.9.3 YES NO NO NO NO DOOR FRAME ABOVE DOOR ALLOWED AT MAIN DOORS OF GROUP A WITH A MAXIMUM OCCUPANT LOAD OF 300 AND GROUP B, F, M & S

H ACCESSIBLE PARKING STALL ACCESSIBLE PARKING STALLS IBC 1110.1 & ICC A117.1 502.7 YES NO NO NO YES POST OR BUILDING-MOUNTED CENTERED ON PARKING SPACE, 5'-0" TO BOTTOM OF SIGN

J TOILET ROOM - NON-ACCESSIBLE ALL GENDER

RESTROOMS

DOORS THAT LEAD TO NON-ACCESSIBLE ALL GENDER TOILET ROOMS IBC 2902.4 & 1111 YES YES YES YES NO

K TOILET/ SHOWER ROOM - ACCESSIBLE ALL GENDER

RESTROOMS

DOORS THAT LEAD TO ACCESSIBLE ALL GENDER TOILET/ SHOWER ROOMS IBC 2902.4 & 1111 YES YES YES YES YES

L ACCESSIBLE PARKING PAVEMENT MARKING ACCESSIBLE PARKING STALLS NA YES NO NO NO YES CENTERED ON PARKING STALL, ALIGNED WITH FRONT

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

TOILET ROOM SIGN - ALL

GENDER ACCESSIBLE

RESTROOM

1" = 1'-0" L

ACCESSIBLE PARKING PAVEMENT MARKING

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

TOILET ROOM SIGN - ALL GENDER - NON ADA

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

TOILET/SHOWER ROOM

SIGN - ALL GENDER

ACCESSIBLE

NOT F

OR

M A

X

MOP HOLDER

ICC A117.1-2009

SECTION 308

R E

F L E

C T

IV

E

S U

R F

A C

E

M A

X T

O B

.O O

F

M

IN

M A

X

T

O T

O P

O F

S L O

T

MIRROR

ICC A117.1-2009

SECTION 603.3

RECESSED NAPKIN

DISPOSAL

ICC A117.1-2009

SECTION 308

TOILET SEAT

COVER DISPENSER

ICC A117.1-2009

SECTION 308

SHELF

ICC A117.1-2009

SECTIONS 603 & 308

SOAP DISPENSER

ICC A117.1-2009

SECTION 603

ROBE/COAT HOOKS

ICC A117.1-2009

SECTION 308

T O

T O

P O

F S

H E

L F

T O

T O

P O

F P

U S

H B

U T

T O

N

M A

X

T O

T O

P O

F H

O O

K

M A

X

12" O.C.

15" MIN

T O

R

IM

M A

X T O

H

A N

D L

E

M A

X T

O

T .O

S

E A

T

M

IN

M

IN

/2

12" MAX

54" MIN

T

O T

O P

39" - 41"

M

IN

GRAB BARS & TOILET

TISSUE DISPENSER

ICC A117.1-2009

SECTION 604

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

17" - 19" AMBULATORY

24" MIN* 12" MIN

REAR GRAB BAR

(NOT REQD @

AMBULATORY)

SIDEWALL

GRAB BARS.

PROVIDE ON

EACH SIDE OF

AMBULATORY

STALL

SHOWER

ICC A117.1-2009

SECTION 608

M A

X

CONTINUOUS

GRAB BAR

FOLDING

SHOWER SEAT

CONTROL

AREA

HAND-HELD

SHOWER UNIT

W/ 59" MIN HOSE &

NON-POSITIVE

SHUT OFF

6"

LIGHT

SWITCH

DOOR

LEVER

M

IN

M

A X

DOOR & DEVICES

ICC A117.1-2009

SECTIONS 703 & 308

TYP WALL OUTLET

THERMOSTAT, PHONE,

FIRE ALARM PULL STATION,

HC DOOR BUTTON OR

CARD READER,

IF NOT OBSTRUCTED

FIRE ALARM

SPEAKER/STROBE

TACTILE SIGN

ICC A117.1-2009

SECTION 703

FIRE EXTINGUISHER

CABINET

ICC A117.1-2009

SECTION 308.3.1

18" MIN

36"36" CLEAR

T

O T

O P

4" MAX

M

IN

M

IN

T O

T O

P O

F B

A R

M A

X

TOWEL BAR

ICC A117.1-2009

SECTION 308

24" MIN

42" MAX

16" - 18" ACCESSIBLE

MAXIMUM REACH DEPTH 0.5 INCH 2 INCHES 5 INCHES 6 INCHES 9 INCHES 11 INCHES

(13 MM) (51MM) (125MM) (150 MM) (230MM) (288 MM)

MAXIMUM REACH HEIGHT 48 INCHES 46 INCHES 42 INCHES 40 INCHES 36 INCHES 34 INCHES

(1220 MM) (1170 MM) (1065 MM) (1015 MM) (915 MM) (865 MM)

ICC/ANSI A117.1-2009 TABLE 603.6

MAXIMUM REACH DEPTH AND HEIGHT

GENERAL NOTES

*12" MIN WHERE

24" NOT POSSIBLE

ACCESSIBLE URINAL

ICC A117.1-2009

SECTION 605

HANDLE AT

OPEN SIDE

BACK

WALL

CONTROL

WALL

15" MAX

60" MIN CLEARANCE

FOLDING SHOWER

SEAT PLAN

ICC A117.1-2009

SECTIONS 608.2.1.3 & 610

15" - 16"

22" - 23" 2

M

IN

M

IN9

6" MAX

MIN

8"

/2

M A

X

2 1/2" MAX

M A

X

DRINKING FOUNTAIN

ICC A117.1-2009

SECTION 602.2

DRINKING FOUNTAIN

(STANDING)

ICC A117.1-2009

SECTION 602.3

T O

S P

O U

T

M A

X

15" MIN5" MAX 15" MIN5" MAX

T O

S P

O U

T

-4

M

IN9

" 6" MAX11" MIN

3" MIN

MIN

8"

M

IN

M A

X

17" - 25"

INSULATE ALL

EXPOSED PIPING

LAVATORY

ICC A117.1-2009

SECTION 606.2

11" MIN

OUTLET & SWITCHES AT

COUNTER-

PARALLEL APPROACH

ICC A117.1-2009

SECTIONS 1003.9 & 308.3.2

M A

X

M A

X

FLUSH COUNTER

REQUIRED

M

IN9

" 6" MAX

3" MIN

MIN

8"

M

IN

M A

X

24" MAX

INSULATE ALL

EXPOSED PIPING

KITCHEN SINK

ICC A117.1-2009

SECTIONS 606.2 & 1003.12.4

NOTE:

CLEARANCE REQUIRED

AT ONLY ONE BOWL OF

MULTI-BOWL SINK

1. DIMENSIONS ARE COMPLIANT WITH ICC A117.1-2009.

2. NOT ALL FIXTURES AND DEVICES INDICATED MAY BE USED IN THE PROJECT.

3. MOUNTING HEIGHTS INDICATED MAY BE SUPERCEDED BY MORE SPECIFIC

INFORMATION ELSEWHERE IN THE DOCUMENTS.

4. PROVIDE BLOCKING / REINFORCEMENT FOR ALL ACCESSORIES PER

MANUFACTURER'S INSTRUCTIONS.

5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS & SHALL

WITHSTAND A VERTICAL OR HORIZONTAL FORCE OF 250 LBS APPLIED TO

ANY POINT ON THE GRAB BAR, FASTENER, MOUNT, OR SUPPORT.

6. SHOWER & BATHTUB SEATS SHALL WITHSTAND A VERTICAL OR

HORIZONTAL FORCE OF 250 LBS APPLIED TO ANY POINT ON THE SEAT,

FASTENER, MOUNT OR SUPPORT.

7. BLOCKING TO BE 2X LUMBER OR 3/4" PLYWOOD UNLESS OTHERWISE

NOTED

8. ALL APPLIANCES & PLUMBING FIXTURES MUST COMPLY WITH APPLICABLE

ANSI & ADA REQUIREMENTS. OPERABLE PARTS SHALL: 1) BE 34" - 48" AFF.;

2) BE OPERABLE WITH ONE HAND, 3) NOT REQUIRE TIGHT GRASPING,

PINCHING, OR TWISTING OF THE WRIST, AND 4) BE ACTIVATED BY NO MORE

THAN 5 LBS OF FORCE.

9. DOOR THRESHOLDS MUST HAVE A MAXIMUM HEIGHT OF 1/2" WITH A 1:2

BEVEL.

9" MIN9" MIN

M

IN

T

O B

.O

L O

W E

S T

T E

X T

M

A X

T O

B .O

H

IG

H

E S

T T

E X

T

ROOM

NAME

M

A X

T .O

L

E N

S

T

O B

.O

B R

A

IL

L E

7"-9"

U

N O

PROJ. NO.

DRAWN:

CHECKED:

DATE:

© OZ ARCHITECTURE

SCALE:

SHEET NUMBER

SHEET TITLE:

ISSUED FOR:

APPROVED:

3003 Larimer Street

Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

REVISIONS:

ARCHITECTURE

120116.00

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/1

.0

W in te r P a rk

M a in te n a n c e A

C e n tr a l.

rv t

1/2" = 1'-0"

W

IN

T E

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2/18/2022

100% CONSTRUCTION

DOCUMENTS

ANSI 2009 MOUNTING

HEIGHTS

G-401

WINTER PARK PUBLIC

TRANSIT OPERATIONS

FACILITY

OZ

1/2" = 1'-0"

STANDARD MOUNTING HEIGHTS - ANSI 2009

NOT F

OR

GRID

5/8" 6" 2 1/2" 1 7/8" 3 5/8"

5/8" GYPSUM BOARD

COLD-FORMED METAL

FRAMING 6"

FLUID APPLIED FLASHING AT

ALL INSULATION JOINTS -

COMPATIBLE W/ RIGID

INSULATION SYSTEM. SPRAY

FOAM FILL ALL JOINTS THAT

ARE NOT FACTORY SHIP

LAPPED PRIOR TO THE

APPLICATION OF THE FLUID

FLASHINGS.

DOW THERMAX XARMOR 2.5"

RIGID INSULATION, R16.25

MIN.

1.5" MAX SPRAY FOAM INSUL

BRICK

MASONRY ANCHOR

FLUID APPLIED FLASHING AT

FASTENER PENETRATIONS,

RE: MFR DETAILS

GRID

5/8"

6" 2 1/2" 1" 1 1/2"

5/8" GYPSUM BOARD

COLD-FORMED METAL

FRAMING 6"

FLUID APPLIED FLASHING AT

ALL INSULATION JOINTS -

COMPATIBLE W/ RIGID

INSULATION SYSTEM. SPRAY

FOAM FILL ALL JOINTS THAT

ARE NOT FACTORY SHIP

LAPPED PRIOR TO THE

APPLICATION OF THE FLUID

FLASHINGS.

DOW THERMAX XARMOR 2.5"

RIGID INSULATION, R16.25

MIN.

VERTICAL Z FURRING,

INSTALL PER MANUF.

RECOMMENDATIONS FOR

METAL STUD FRAMING AND

HORIZONTAL PANEL

APPLICATION

METAL PANEL PROFILE, RE:

ELEVATIONS FOR TYPE

11 5/8"

1.5" MAX SPRAY FOAM INSUL

GRID

CMU 2 1/2" 1 7/8" 3 5/8"

FLUID APPLIED FLASHING AT

ALL INSULATION JOINTS -

COMPATIBLE W/ RIGID

INSULATION SYSTEM. SPRAY

FOAM FILL ALL JOINTS THAT

ARE NOT FACTORY SHIP

LAPPED PRIOR TO THE

APPLICATION OF THE FLUID

FLASHINGS.

DOW THERMAX XARMOR 2.5"

RIGID INSULATION, R16.25

MIN.

CMU, RE: STRUCT

BRICK

MASONRY ANCHOR

1' - 7 7/8" = EW3B

GRID

CMU 2 1/2" 1" 7/8"

FLUID APPLIED FLASHING AT

ALL INSULATION JOINTS -

COMPATIBLE W/ RIGID

INSULATION SYSTEM. SPRAY

FOAM FILL ALL JOINTS THAT

ARE NOT FACTORY SHIP

LAPPED PRIOR TO THE

APPLICATION OF THE FLUID

FLASHINGS.

DOW THERMAX XARMOR 2.5"

RIGID INSULATION, R16.25

MIN.

METAL PANEL PROFILE, RE:

ELEVATIONS FOR TYPE

1' - 0" = EW4A

Z GIRT @ 16" O.C.

INSTALL PER MANUF.

RECOMMENDATIONS FOR CMU

FRAMING AND VERTICAL PANEL

APPLICATION

GRID

CMU 2 1/2" 1"

FLUID APPLIED FLASHING AT

ALL INSULATION JOINTS -

COMPATIBLE W/ RIGID

INSULATION SYSTEM. SPRAY

FOAM FILL ALL JOINTS THAT

ARE NOT FACTORY SHIP

LAPPED PRIOR TO THE

APPLICATION OF THE FLUID

FLASHINGS.

DOW THERMAX XARMOR 2.5"

RIGID INSULATION, R16.25

MIN.

1" Z GIRT, INSTALL PER MANUF.

RECOMMENDATIONS FOR CMU

FRAMING AND VERTICAL PANEL

APPLICATION

RECOMPACTED EARTH:

RE: SOILS REPORT

VAPOR BARRIER

CONCRETE SLAB, RE:

STRUCT.

RIGID INSULATION, R-15 CI

HORIZONTAL AT RADIANT

HEATING

METAL DECK, RE: STRUCT

BEAM, RE: STRUCT

RIGID INSULATION, R-35 MIN

1/4" COVERBOARD

SINGLE-PLY MEMBRANE

ROOFING

METAL DECK, RE: STRUCT

BEAM, RE: STRUCT

RIGID INSULATION, R-35 MIN

ICE & WATERSHIELD

UNDERLAYMENT

PLYWOOD SHEATHING

STANDING SEAM METAL

ROOFING, RE: SPEC

RECOMPACTED EARTH:

RE: SOILS REPORT

VAPOR BARRIER

CONCRETE SLAB, RE:

STRUCT.

METAL DECK, RE: STRUCT

STEEL BEAM, RE: STRUCT

1/4" COVERBOARD

SINGLE-PLY MEMBRANE

ROOFING

1" MIN RIGID INSULATION +

TAPER FOR CRICKETING

RE: CEILING

PLANS

EXTERIOR METAL

SOFFIT PANELS, RE:

RCPS

5/8" FRT PLYWOOD /

SHEATHING AS

RECOMMENDED BY PANEL

MFR. FOR EXPOSURE

CONDITIONS

METAL STUD FRAMING

J-CLOSURE WITH

CLOSURE STRIP

PROJ. NO.

DRAWN:

CHECKED:

DATE:

© OZ ARCHITECTURE

SCALE:

SHEET NUMBER

SHEET TITLE:

ISSUED FOR:

APPROVED:

3003 Larimer Street

Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

REVISIONS:

ARCHITECTURE

120116.00

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/1

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W in te r P a rk

M a in te n a n c e A

C e n tr a l.

rv t

3" = 1'-0"

W

IN

T E

R P

A R

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IC

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A N

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2/18/2022

100% CONSTRUCTION

DOCUMENTS

EXTERIOR

VERTICAL/HORIZONTAL

ASSEMBLIES

G-501

WINTER PARK PUBLIC

TRANSIT OPERATIONS

FACILITY

OZ

3" = 1'-0"

EW1

EW1 - BRICK ON MTL STUD

3" = 1'-0"

EW2

EW2 - METAL PANEL ON MTL STUD

3" = 1'-0"

EW3A

EW3A - BRICK ON 8" CMU

3" = 1'-0"

EW3B

EW3B - BRICK ON 12" CMU

3" = 1'-0"

EW4A

EW4A - METAL PANEL ON 8" CMU

3" = 1'-0"

EW4B

EW4B - METAL PANEL ON 12" CMU

3" = 1'-0" F1

FLOOR ASSEMBLY - CONC/INSUL

3" = 1'-0"

R1

ROOF ASSEMBLY - MEMBRANE ON

METAL DECK

3" = 1'-0" R2

ROOF ASSEMBLY - STANDING SEAM ON

METAL DECK

3" = 1'-0" F2

FLOOR ASSEMBLY - CONC

3" = 1'-0" R3

ROOF ASSEMBLY - MEMBRANE ON

METAL DECK - CANOPY

3" = 1'-0" S1

SOFFIT ASSEMBLY - EXTERIOR METAL

SOFFIT PANEL

NOT F

OR

PARTITION TYPE - FIRST POSITION INDICATES

GENERAL PARTITION TYPE, SECOND POSITION

INDICATES RELATIVE WIDTH OF PARTITION.

PARTITION TYPES - LEGEND

1. REFERENCE LEGEND, RE: FLOOR PLANS

23C

23C

PARTITION

DOUBLE DIAMOND INDICATES ACOUSTICAL

PARTITION - IDENTICAL TO DESIGNATED

PARTITION TYPE EXCEPT WITH ACOUSTICAL

BATT INSULATION AND ACOUSTICAL SEALANT

AT PERIMETER AND PENETRATIONS.

LETTER INDICATES CONDITION AT HEAD OF

PARTITION

PARTITION TYPES GENERAL NOTES

1. NOT ALL PARTITION TYPES DELINEATED MAY BE USED.

2. SEE FLOOR PLANS (A-100 SERIES SHEETS) FOR DESIGNATION OF

PARTITION TYPES.

3. SEE CODE PLANS (G-100 SERIES SHEETS) FOR FIRE RATINGS OF

PARTITIONS.

4. PARTITIONS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE, UNO.

5. WHERE TWO DIFFERING PARTITION TYPES ABUT IN A LINE AND

ALONG A CONTINUOUS LENGTH OF PARTITIONS, THE CONTINUOUS

FINISHED SURFACES OF THESE PARTITIONS SHALL ALIGN, UNO.

6. STUD SPACING TO BE 24" O.C. UNO. SEE STRUCTURAL FOR BEARING

WALL REQUIREMENTS.

7. PROVIDE PARTITIONS TO MEET MAXIMUM ALLOWABLE DEFLECTION

OF L/240 WITH 5 P.S.F. LATERAL LOAD. MAXIMUM ALLOWABLE

DEFLECTION FOR PARTITIONS TO RECEIVE TILE SHALL BE

L/360. MAXIMUM ALLOWABLE DEFLECTION FOR PARTITIONS TO

RECEIVE STONE SHALL BE L/720. ADJUST STUD SPACING, GAGE OR

GRADE AS REQ’D.

8. PROVIDE FOR 1" DEFLECTION AT ALL PARTITION HEADS, UNO. AT

METAL STUD FRAMED WALLS PROVIDE MINIMUM 3" DEEP-LEG

TRACKS.

9. PROVIDE DOUBLE 20 GAGE STUD AT EACH DOOR JAMB IN METAL

STUD PARTITIONS.

10. DO NOT PLACE GYPSUM BOARD JOINT AT CORNER OF DOOR

FRAME.

11. USE 5/8" TYPE-X GYPSUM BOARD AT FIRE-RATED PARTITIONS UNO

OR CALLED FOR BY LISTED ASSEMBLY. USE 5/8" GYPSUM BOARD AT

ALL OTHER LOCATIONS UNO.

12. USE WATER-RESISTANT GYPSUM BOARD FOR PARTITIONS IN TOILET

ROOMS AND JANITOR'S CLOSETS.

13. USE WATER-RESISTANT GLASS-MAT GYPSUM BOARD FOR CEILINGS

IN SHOWER ROOMS. COMPLY WITH IBC CHAPTER 25.

14. USE WATER-RESISTANT GLASS-MAT GYPSUM BOARD OR

CEMENTITIOUS BACKER UNITS AND SPACE STUDS AT 16” O.C. AT

PARTITIONS TO RECEIVE TILE OR STONE.

15. PARTITIONS THAT DO NOT GO TO STRUCTURE ABOVE SHALL HAVE

INTERSECTING PARTITION OR BE BRACED TO STRUCTURE @ 12' O.C.

16. PROVIDE CONTROL JOINTS IN CEILINGS EXCEEDING 2500 S.F. AND IN

PARTITIONS AND FURRING RUNS EXCEEDING 30 FT. IN LENGTH.

VERIFY EXACT LOCATIONS WITH ARCHITECT. SEE DETAILS THIS

SHEET.

17. FIRE-RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN FULL

COMPLIANCE WITH TESTING REQUIREMENTS AND

MANUFACTURER'S RECOMMENDATIONS FOR CONDITIONS AS

REQUIRED.

18. CONSTRUCTION OF ALL SYSTEMS SHALL EQUAL THAT OF THE

TESTED ASSEMBLY. GC MAY SUBSTITUTE ANOTHER LISTED

ASSEMBLY FOR THAT INDICATED WITH PRIOR APPROVAL OF THE

AUTHORITY HAVING JURISDICTION AND THE ARCHITECT.

19. TESTING FACILITIES ARE ABBREVIATED AS FOLLOWS:

• FM - FACTORY MUTUAL

• GA - GYPSUM ASSOCIATION

• NER - NATIONAL EVALUATION REPORT

• UL - UNDERWRITERS LABORATORIES INC.

• WHI- WARNOCK HERSEY INTERNATIONAL

20. THROUGH-PENETRATIONS AND MEMBRANE-PENETRATIONS IN FIRE-

RATED PARTITIONS SHALL BE FIRESTOPPED IN ACCORDANCE WITH

IBC CHAPTER 7.

21. PROVIDE ACOUSTICAL SEALANT AT ALL PENETRATIONS IN

ACOUSTICAL PARTITIONS.

22. ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE

UNO.

23. ALL CMU WALL TYPES ARE TO EXTEND TO THE BOTTOM SIDE OF

ROOF DECK ABOVE

METAL DECK (PARALLEL TO FLUTES)

@ NON-RATED PARTITION

@ SUSPENDED CEILING

@ RATED PARTITION

1/2" GAP

METAL CONTROL JT

GYP BD

CONTROL JOINT DETAILS:

1/2" GAP

METAL CONTROL

JT

METAL STUDS

METAL DECK METAL DECK

METAL DECK METAL DECK

(N T

S

BATT

INSULATION &

SEALANT

ON GYP BD STRIPS

1/2" GAP CENTERED

METAL CONTROL

JT

METAL STUDS

GYP BD (NO. OF

LAYERS

PER PARTITION TYPE)

3" DEEP-LEG TRACK

MINERAL WOOL BATT

& FIRESTOP SPRAY

(ACOUSTICAL SEALANT @

NON-RATED PARTITIONS)

DRYWALL SCREW

GYP BD (NUMBER OF

LAYERS

PER PARTITION TYPE)

BRIDGING

METAL STUD, NOT

ATTACHED TO CEILING

TRACK

GYP BD

LINE OF WALL SURFACE, W.O.

METAL STUD, NOT

ATTACHED TO CEILING

TRACK

GYP BD

LINE OF WALL SURFACE, W.O.

DRYWALL SCREW

ACOUSTIC SEALANT

3" DEEP-LEG TRACK

/2

LINE OF WALL SURFACE, W.O.

GYP BD

ACOUSTICAL INSULATION

METAL STUD

RUNNER CHANNEL

SEALANT

LINE OF WALL

SURFACE, W.O.

GYP BD

METAL STUD

RUNNER CHANNEL

SEALANT

GYP BD

METAL STUD

RUNNER CHANNEL

SEALANT, EACH SIDE

METAL STUD, NOT

ATTACHED

TO CEILING TRACK

GYP BD

BRIDGING

3" DEEP-LEG TRACK

GA SRS-1101 FOR 1-HR RATING & GA SRS-1201 FOR 2-HR RATING

GYP BD

ACOUSTICAL INSULATION

METAL STUD

RUNNER CHANNEL

SEALANT, EACH SIDE

METAL STUD, NOT

ATTACHED TO CEILING

TRACK

GYP BD

DRYWALL SCREW

FORMING MAT'L

3" DEEP-LEG TRACK

/2

RE: PLAN

/2

/2

1/2"

RE: PLAN

/2

5/8"

(N T

S

/2

/2

1-5/8" TYPE S

DRYWALL

SCREWS @ 24"

O.C.

2 LAYERS 5/8" TYPE 'X'

GYP BD STRIPS

FASTENED TO STUDS

FLOOR LINE

GA WP-1340 FOR 1-HOUR RATING WHERE OCCURS

FLOOR LINE

FLOOR LINE

GA WP-1340 FOR 1-HOUR RATING WHERE OCCURS

FLOOR LINE

GYP BD (NO. OF

LAYERS

PER PARTITION TYPE)

MINERAL WOOL BATT

2"x16 GA STL STRAPS @ 24" O.C.

METAL DECK (PERPENDICULAR TO FLUTES)

3" DEEP-LEG TRACK

MINERAL WOOL BATT

& FIRESTOP SPRAY

(ACOUSTICAL SEALANT @

NON-RATED PARTITIONS)

DRYWALL SCREW

SUSP CLG, W.O.,

RE: CEILING PLAN

GYP BD (NUMBER OF

LAYERS

PER PARTITION TYPE)

/2

MINERAL WOOL BATT

3" DEEP-LEG TRACK

/2

/2

ACOUS SEALANT

SUSP CLG, W.O.,

RE: CEILING PLAN

SUSP CLG, W.O.,

RE: CEILING PLAN

SUSP CLG, W.O.,

RE: CEILING PLAN

SUSP CLG, W.O.,

RE: CEILING PLAN

SUSP CLG, W.O.,

RE: CEILING PLAN

- - C

PARTITION HEAD TO STRUCTURE

UL HW-D-0538 (PERPENDICULAR TO DECK FLUTES) & UL HW-D-0264

(PARALLEL TO DECK FLUTES) FOR 1-HOUR & 2-HOUR RATING

- - B

FURRING PTN HEAD TO STRUCT

- - A

FURRING PARTITION HEAD

- - E

PARTITION HEAD TO STRUCTURE

- - D

PARTITION HEAD TO STRUCTURE

2 - -

ACOUSTIC PARTITION - STC 45-49

SEE BELOW FOR STUD SIZE

STC PER GA WP-1072

1 - -

ACOUSTICAL FURRING PARTITION

SEE BELOW FOR STUD SIZE

23 -

PARTITION - STC 35-39

WITH 3-5/8" STUD - PARTITION WIDTH = 4 7/8"

26 -

PARTITION

WITH 6" STUD - PARTITION WIDTH = 7 1/4"

13 -

FURRING PARTITION

WITH 3-5/8" STUD - PARTITION WIDTH = 4 1/4"

5x3x12 GA (MIN)

RESTRAINING

ANGLES, 12" LONG @

24" O.C., RE: STRUCT

MINERAL WOOL BATT

& FIRESTOPPING

SPRAY

BOND BEAM, RE: STRUCT

C.M.U.

1-HR TO 4-HR RATING PER IBC TABLE 721.1(2) WHERE OCCURS

FLOOR LINE

CONCRETE DECK

CMU

FULL MORTAR BED - TYP

HORIZ REINFORCING @

FIRST JOINT & 16" O.C.

VERTICALLY, RE: STRUC

VERTICAL REINFORCING &

GROUT FILL, RE: STRUC

RE: STRUCTURAL FOR

SLAB REQUIREMENTS

/8

T

Y P

/2

RESTRAINING

ANGLES, RE: STRUCT

BACKER ROD & SEALANT,

TYP BOTH SIDES

BOND BEAM, RE: STRUCT

C.M.U.

CONCRETE DECK

8 - X

CMU PARTITION HEAD - UNRATED

JOINT SIZE INDICATED ALLOWS FOR 1/2" MOVEMENT

INCREASE JOINT SIZE IF MORE MOVEMENT IS REQUIRED

JOINT SIZE = 2 X MOVEMENT REQUIRED

VERIFY SEALANT MOVEMENT CAPABILITY

8 - X

CMU PARTITION HEAD - RATED

UL HW-D-1045 FOR 1-HR & 2-HR RATING, WHERE OCCURS

PROVIDES FOR MAX. OF 1/2" MOVEMENT

UL HW-D-1070 FOR 2-HR RATING W/O RESTRAINING ANGLES,

WHERE OCCURS, PROVIDES FOR MAX. OF 1" MOVEMENT

88 -

CMU PARTITION

WITH 8" CMU

PARTITION WIDTH = 7 5/8"

812 -

CMU PARTITION

WITH 12" CMU

PARTITION WIDTH = 11 5/8"

PARTITION HEAD - FREE STANDING

- - J

L-BEAD, TYP.

EA. SIDE

BOX HEADER

GYP BD, TYP. EA. SIDE

METAL STUD

8'-2" AFF

5/8" GYP BD

FINISH, RE: FINISH

SCHEDULE

RE: CEILING

PLANS

SUSPENSION WIRE

MTL FRAMING

SUSPENSION SYSTEM W/

CONT. WALL CHANNEL

ACOUSTICAL BATTS

RE: CEILING

PLANS

ACOUSTICAL CEILING

PANELS W/ CONT. WALL

ANGLE, RE: RCPS AND

FINISH SCHEDULE

SUSPENSION SYSTEM,

RE: RCPS AND FINISH

SCHEDULE

SUSPENSION WIRE

RE: CEILING

PLANS

ACOUSTICAL CEILING

PANELS W/ CONT. WALL

ANGLE, RE: RCPS AND

FINISH SCHEDULE

SUSPENSION SYSTEM,

RE: RCPS AND FINISH

SCHEDULE

SUSPENSION WIRE

ACOUSTICAL BATTS

RE: CEILING

PLANS

CONCRETE, RE:

STRUCTURAL

R E

S

T R

C T

METAL DECK, RE:

STRUCTURAL

5/8" GYP BD

FINISH, RE: FINISH

SCHEDULE

RE: CEILING

PLANS

SUSPENSION WIRE

MTL FRAMING

SUSPENSION SYSTEM W/

CONT. WALL CHANNEL

PROJ. NO.

DRAWN:

CHECKED:

DATE:

© OZ ARCHITECTURE

SCALE:

SHEET NUMBER

SHEET TITLE:

ISSUED FOR:

APPROVED:

3003 Larimer Street

Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

REVISIONS:

ARCHITECTURE

120116.00

/2

/2

:2

:0

P

M B

IM

/1

W in te r

P a rk M a in te n a n c e

/1

.0

W in te r P a rk

M a in te n a n c e A

C e n tr a l.

rv t

As indicated

W

IN

T E

R P

A R

K P

U B

L

IC

T R

A N

S

IT

O P

E R

A T

IO

N

S F

A C

IL

IT

Y

G

C R

F

R A

S E

R

C O

OZ

OZ

2/18/2022

100% CONSTRUCTION

DOCUMENTS

INTERIOR

VERTICAL/HORIZONTAL

ASSEMBLIES

G-502

WINTER PARK PUBLIC

TRANSIT OPERATIONS

FACILITY

OZ

3" = 1'-0"

PARTITION TYPES

3" = 1'-0"

C1

CEILING ASSEMBLY - GYP, SUSPENDED

WITH ACOUSTICAL BATT

3" = 1'-0" C3

CEILING ASSEMBLY - ACT (ACT-1)

3" = 1'-0" C4

CEILING ASSEMBLY - ACT (ACT-1) WITH

ACOUSTICAL BATT

CEILING ASSEMBLIES

3" = 1'-0" C5

CEILING ASSEMBLY - COMPOSITE DECK

3" = 1'-0" C2

CEILING ASSEMBLY - GYP, SUSPENDED

NOT F

OR

Know what's below.

before you dig.Call

R

JVA, Inc. PO Box 1860 www.jvajva.com Winter Park, CO 80482 970.722.7677 47 Cooper Creek Way Suite 328

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

PROJ. NO.

DRAWN:

CHECKED:

DATE:

© OZ ARCHITECTURE

SHEET NUMBER:

SHEET TITLE:

ISSUED FOR:

APPROVED:

3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

ARCHITECTURE

120116; 1566.108c

W

IN

TE

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PA

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P

UB

LIC

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3, F R

AS

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, C O

SAR/ZAB

CWK/KEV

02/18/2022

100% CONSTRUCTION

DOCUMENTS

WINTER PARK PUBLIC

TRANSIT OPERATIONS

FACILITY

CWK/KEV

GENERAL LEGEND,

NOTES & ABBREVIATIONS

C-001

2/18/22

NOT F

OR

T

FOUND #5 REBAR WITH

1-1/2" ALUMINUM CAP

MARKED "LS 16398"

C.E. 1/64 COR., SEC. 13

T1S, R76W, 6TH P.M.

FOUND #6 REBAR WITH

2" ALUMINUM CAP

MARKED "LS 16398 2002 1/64 COR"

C.W. COR, SEC. 13

T1S, R76W, 6TH P.M.

FOUND #6 REBAR WITH

3-1/4" BRASS CAP

MARKED "LS 16398 "

C.S. COR, SEC. 13

T1S, R76W, 6TH P.M.

FOUND 3" IRON PIPE WITH

3" BRASS CAP ±3' ABOVE GROUND

MARKED "LS 7104 1970"

ELECTRIC

VAULT

FIRE HYDRANT

WIRE

FENCE

CHAIN LINK

FENCE

EEEE

BOLLARD BOLLARD

CONCRETE

GRAVEL

GRAVEL

GRAVEL

DILAPIDATED

BUILDING

24" CMP

INV=8642.6'

24" CMP

INV=8642.2'

DEAD POLE

DEAD POLE

GUY ANCHOR

GUY ANCHOR

15" CMP

12" CMP

INV= 8661.5'

12" CMP

INV= 8662.2'

GUY ANCHOR

TELEPHONE

RISER

DEAD POLE

TELEPHONE

RISER

FOUND SPIKE

12" CMP

INV=8654.9'

48185 8664.330

CTV

T

WATER

VALVE

W O

O D

F

EN

C E

WIRE

FENCE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EEEEE

WATER FILL

PIBE

EL= 8653.5'

WATER 90

EL= 8655.4'

ROCK WALL

VENT PIPE

BU

IL

D

IN

G

FF

E=

.4

W

O O

D D

EC

K

EL

.1

GARAGE

PROPANE TANK

POLEBARN

SHED

WELL TOP

EL=8658.3'

WELL TOP

2X2 ST POST

2X2 ST POST

POLE

POLE

POLE

POLE

STAND PIPE

STAND PIPE

STAND PIPE

IRR

BUCK RAIL

WIRE

FENCE

WIRE

FENCE

W

IR

E

FE

N C

E

GATE

GATE

GATE

G

AT

E

WATER

SPIGOT

WATER

SPIGOT

WATER

SPIGOT

WATER

SPIGOT

WATER

SPIGOT

FIRE PIT PLAY STRUCTURE

IRRIGATION VALVE

FIRE PIT

N 1°10'39"W

1335.76'

S89°35'14"E 427.30' S89°38'23"E 651.24'

S89°33'09"E 651.20'

N. LINE, NW1/4, SW1/4, SEC. 13

PAR

ALLEL W

ITH

E. LIN

E, N W

1/4, SW

1/4, SEC

. 13

N 1°10'39"W

536.26'

S1°10'39"E 723.52'

S1°00'23"E 1146.33'

N 1°10'39"W

789.97'

N. LINE, NE1/4, SW1/4, SEC. 13

BASIS O

F BEAR

IN

G

S W

. LIN

E, N

E1/4, SW

1/4, SEC

. 13

N. LINE, NE1/4, NE1/4,

SW1/4, SEC. 13

(S 01°00'25"E

1145.98' -D E

E D

(N65°43'21"W 417.97' -DEED)

(N 01°10'39"W

789.94' -D E

E D

(N89°39'10"W 806.76' -DEED)

S89°35'14"E 427.30'

S1°10'39"E 723.52' N

1°10'39"W 789.97'

W

. LIN

E, N

E1/4, SW

1/4, SEC

. 13

(N 01°10'39"W

789.94' -D E

E D

PAR

ALLEL W

ITH

E. LIN

E, N W

1/4, SW

1/4, SEC

. 13

N 1°10'39"W

536.26'

S1°00'23"E 1146.33'

(S 01°00'25"E

1145.98' -D E

E D

60021 8648.361

FND 3.25BC ONPIPE 1995

N65°43'36"W 270.66'

N 1°10'39"W