AndersonPoolBuilding_100%CD_Building_Drawings_2018.07.20.pdf

PDF 44 MB Posted

Attached to
Anderson Pool Design State and local contract opportunity
Solicitation number
26-19
Issued by
Jefferson County, Weston CDP, Colorado

About this file

Anderson Pool Building Improvements - Construction Documents Summary

This file comprises 100% construction documents (dated July 20, 2018) for the Anderson Park Building improvements project located at 4355 Field Street, Wheat Ridge, Colorado 80033, prepared by Barker Rinker Seacat Architecture in collaboration with structural, mechanical, plumbing, and electrical engineering firms. The project involves renovation and expansion of the existing bathhouse/pool facility, including demolition of portions of existing structures, construction of new locker rooms, restrooms, showers, administrative spaces, and related infrastructure improvements. The scope encompasses architectural design with detailed floor plans, roof plans, reflected ceiling plans, interior and exterior elevations, wall and floor type specifications, door and window schedules, and finish schedules. Mechanical systems include HVAC modifications, ventilation, heating equipment, and an evaporative cooler installation. Plumbing work involves comprehensive redesign of water supply, drainage, vent systems, and fixture installations throughout the facility. Electrical work includes power distribution, lighting design with LED fixtures, fire alarm systems, and controls. Construction documents include general notes, abbreviations and symbols, code analysis plans, demolition plans, accessibility guidelines, equipment schedules, and detailed specifications for all building systems and finishes.

The construction documents establish a Type IIIB building classification with a total gross square footage of 13,058 square feet distributed across two fire areas. The project incorporates extensive accessibility features in compliance with ADA requirements, including accessible water closets, showers, lavatories, and clear floor spaces. Finishes specifications detail paint colors, tile patterns and applications, flooring materials including resilient athletic flooring and ceramic tile, wood treatments, and specialty materials such as solid surface countertops and fiberglass-reinforced panels. The design accommodates multiple functional areas including a gymnasium (4,746 SF occupancy for 95), fitness room, multi-purpose space, locker rooms segregated by gender, shower facilities, toilet rooms, cabanas, janitor closet, mechanical rooms, pool filter room, lifeguard office, and circulation spaces. Building systems are coordinated across all trades with references to structural support requirements, fire-rated assemblies, plumbing drainage provisions, mechanical ductwork routing, and electrical power distribution. All materials and installation methods comply with 2012 International Building Code, 2012 International Plumbing Code, and 2014 National Electrical Code standards with local amendments.

View the file

Other files for this state and local contract opportunity

Show all 12

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

VICINITY MAP

SHEET LISTCONTACT LIST

OWNER:

CITY OF WHEAT RIDGE

4005 KIPLING ST.

WHEAT RIDGE, CO 80033

303.231.1308

ARCHITECT:

BARKER RINKER SEACAT ARCHITECTURE

3457 RINGSBY COURT, SUITE 200

DENVER, CO 80216

303.455.1366

STRUCTURAL:

WEEKS & ASSOCIATES

4730 SOUTH COLLEGE AVE. #201

FORT COLLINS, CO 80525

970.225.2422

MECHANICAL/PLUMBING:

MEC ENGINEERING

4191 WEST 98 WAY

WESTMINSTER, CO 80031

303.907.4285

ELECTRICAL:

AE DESIGN

1900 WAZEE ST

#350

DENVER, CO 80202

303.296.3034

Joyce Manwaring jmanwaring@ci.wheatridge.co.us

Craig Bouck, Principal in Charge craigbouck@brsarch.com

Kevin Armstrong, Project Manager kevinarmstrong@brsarch.com

Amanda Spear, Designer

Amandaspear@brsarch.com

Gary Weeks gary.weeks@weeksinc.com

Bryan Moen bmoen@mecengr.com

Eric Nielsen enielsen@aedesign-inc.com

Mitch Hanson mhanson@aedesign-inc.com

/2

/2

:5

:3

P

MC

R e vi t_ Lo ca l\

\A P

B -C e n tr a l_ a m a n d a sp e a r@ b rs a rc h .c o m

.r vt

A n d e rs o n P a rk

B u ild in g I m p ro ve m e n ts

.0

.0

.2

.1

C D

Anderson Park Building Improvements 4355 Field St., Wheat Ridge,CO 80033

GENERAL

G000 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

G001 EXTERIOR PERSPECTIVES

G011 CODE ANALYSIS PLAN

G020 WALL TYPES, ROOF TYPES, FLOOR TYPES

ARCHITECTURE

A011 DEMOLITION PLAN

A021 DEMOLITION ROOF PLAN

A031 DEMOLITION RCP

A041 DEMOLITION ELEVATIONS

A042 DEMOLITION ELEVATIONS

A101 OVERALL FLOOR PLAN

A121 ROOF PLAN

A131 REFLECTED CEILING PLAN

A132 ENLARGED REFLECTED CEILING PLANS

A141 GYM CLERESTORY FLOOR PLAN & ENLARGED LOCKER

ROOM DIMENSION PLAN

A151 ENLARGED DRAINAGE PLAN - LOCKER ROOM

A301 OVERALL BUILDING ELEVATIONS

A302 OVERALL BUILDING ELEVATIONS

A311 OVERALL BUILDING SECTIONS

A312 OVERALL BUILDING SECTIONS

A600 ACCESSORY SCHEDULES AND ELEVATIONS

A601 ENLARGED LOCKER ROOM PLANS, AND INTERIOR

ELEVATIONS

A602 ENLARGED PLANS & INTERIOR ELEVATIONS

A603 INTERIOR ELEVATIONS

A604 INTERIOR ELEVATIONS

A605 ENLARGED PLANS & INTERIOR ELEVATIONS

A630 GENERAL MILLWORK DETAILS

A631 GENERAL MILLWORK DETAILS

A632 GENERAL MILLWORK DETAILS

PROJECT

LOCATION

STRUCTURAL

S001 GENERAL NOTES

S101 OVERALL BUILDING FOUNDATION PLAN

S102 FOUNDATION PLAN

S201 ROOF/LINTEL FRAMING PLAN

S202 LINTEL

S203 ROOF/LINTEL FRAMING PLAN

S301 DETAILS

S302 DETAILS

S303 DETAILS

MECHANICAL

M000 MECHANICAL COVER SHEET

M011 MECHANICAL DEMOLITION PLAN

M101 MECHANICAL FLOOR PLAN

M103 MECHANICAL ROOF PLAN

M201 MECHANICAL SCHEDULES

M302 MECHANICAL DETAILS

PLUMBING

P001 PLUMBING COVER SHEET

P011 PLUMBING BELOW GRADE DEMO PLAN

P012 PLUMBING ABOVE GRADE DEMO PLAN

P101 PLUMBING BELOW GRADE PLAN

P102 PLUMBING ABOVE GRADE PLAN

P110 ENLARGED PLUMBING PLANS

P111 ENLARGED PLUMBING PLANS

P201 PLUMBING SCHEDULES

P202 PLUMBING SCHEDULES

ELECTRICAL

E000 ELECTRICAL COVER SHEET

E011 ELECTRICAL DEMOLITION POWER PLAN

E031 ELECTRICAL DEMOLITION LIGHTING PLAN

E101 OVERALL ELECTRICAL POWER PLAN

E131 ELECTRICAL LIGHTING PLAN

E600 ELECTRICAL ONE LINE DIAGRAM

E700 ELECTRICAL SCHEDULES

E710 ELECTRICAL PANEL SCHEDULES

E800 ELECTRICAL LIGHTING COMPLIANCE

GENERAL NOTES

ANGLE

CHANNEL

DIAMETER

CENTER LINE

0 or °

WOOD GLULAM

CARPET

RIGID INSULATION

BATT/LOOSE FILL INSULATION

GLASS

GYPSUM BOARD

PARTICLE BOARD

PLYWOOD

WOOD FINISH

NON-CONTINUOUS WOOD BLOCKING

CONTINUOUS WOOD BLOCKING

ALUMINUM

STEEL

CONCRETE BLOCK

SAND/MORTAR/PLASTER/GROUT

CONCRETE (PRECAST OR CAST IN PLACE)

GRAVEL/POROUS FILL

EARTH/COMPACT FILL

PLATEP

L

AT@

BYX

AND&

POUND OR NUMBER#

PLUS OR MINUS+/-

FEET'

INCHES"

REFER TO CONSTRUCTION SPECIFICATION

INSTITUTE, UNIFORM DRAWING SYSTEM AND TO

PROJECT SPECIFICATIONS FOR REFERENCE

STANDARDS & ADDITIONAL ABBREVIATIONS

BRICK/STONE VENEER

QUANTITY( )

AB ANCHOR BOLT

AC AIR CONDITIONING

ACC ACCESSIBLE OR

ACCESSIBILITY

ACCT ACCENT

ACOUST ACOUSTICAL

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJUSTABLE

ADJT ADJACENT

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ALT ALTERNATE

APC ACRYLIC PLASTER CEILING

SYSTEM

APPROX APPROXIMATE

ARCH ARCHITECT OR

ARCHITECTURAL

ASPH ASPHALT

AUTO AUTOMATIC

AWI AMERICAN WOODWORKING

INST.

BBF STANDARD (2X) SMALL

DRAWERS OVER FILE

DRAWER

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK

BM BEAM

B.O. BOTTOM OF

BRG BEARING

BSMT BASEMENT

CAB CABINET

CBB CEMENTITIOUS BACKER

BOARD

CFA COMPUTER FLOOR AREA

CHNLS CHANNELS

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMT-B CERAMIC MOSAIC TILE

BASE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONSTR CONSTRUCTION

COORD COORDINATE

CPT CARPET

CSWK CASEWORK

CSI CONSTRUCTION

SPECIFICATIONS

INSTITUTE

CTP CERAMIC TILE PAVERS

CUH CABINET UNIT HEATER

CWT CERAMIC WALL TILE

D DRYER (IN PLAN)

DBL DOUBLE

DEMO DEMOLISH, DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM. DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWN SPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

(E) EXISTING

EA EACH

EIFS EXTERIOR INSULATION &

FINISH

SYSTEM

EJ EXPANSION JOINT

ELEV/EL ELEVATION

ELEV ELEVATOR

ELEC ELECTRICAL

ENCL ENCLOSURE

ENGR ENGINEERED

EPF EPOXY POURED FLOOR

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EX EXPOSED

EXH EXHAUST

EXP EXPANSION

EXP-JT EXPANSION JOINT

EXT EXTERIOR

EW EACH WAY

EWC ELECTRIC WATER COOLER

FBGL FIBERGLASS

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FLOOR

FF&E FURNITURE, FIXTURES &

EQUIPMENT

FG FINISH GRADE

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIN-FLR FINISH FLOOR

FIXT FIXTURE

FLD FIELD

FLR FLOOR

FLRG FLOORING

FO FACE OF

FOS FACE OF STUD

FR FIRE RESISTIVE

FR FRAME

FRMG FRAMING

FRP FIBER REINFORCED PANEL

FT FOOT/FEET

FTG FOOTING

FURN FURNITURE

FUT FUTURE

GA GAUGE

GAL GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GHM GALVANIZED HOLLOW

METAL

GL GLASS

GLU LAM GLUE LAMINATED WOOD

GMGU GLASS MESH GYPSUM UNIT

GR GRADE

GYP BD/GWB GYPSUM BOARD

SPEC SPECIFICATIONS

SPRL SPANDREL

SQ SQUARE

SS SOLID SURFACE

S-STL STAINLESS STEEL

ST STAIN

STA STATION

STC SOUND TRANSMISSION

CLASS

STD STANDARD

STHG SHEATHING

STL STEEL

SUPPL SUPPLIED

SUSP SUSPENDED

STOR STORAGE

STR STRINGER

STRL STRUCTURAL

STRUCT STRUCTURE,

STRUCTURAL

SYM SYMMETRICAL

SYST SYSTEM

T TREAD (IN PLAN)

T TEMPERED (ON WINDOW)

TB TACK BOARD

TBB TILE BACKER BOARD

TBD TO BE DETERMINED

T&B TOP & BOTTOM

TC TOP OF CURB

T&G TONGUE & GROOVE

TEL TELEPHONE

TEMP TEMPERED

THK THICKNESS

THLD THRESHOLD

T.O. TOP OF

T.O. B TOP OF BEAM

T.O. C TOP OF CONCRETE

T.O. F TOP OF FLR/FOOTING

T.O. M TOP OF MASONRY

T.O. S TOP OF SLAB

T.O. STL TOP OF STEEL

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

TYPE 'X' FIRE RATED GYPSUM

BOARD

UBC UNIFORM BUILDING CODE

UL UNDERWRITER'S

LABORATORY

UNFIN UNFINISHED

UON UNLESS OTHERWISE

NOTED

VAR VARIES

VNR VENEER

VER/V VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC

COMPOUND

W WASHER (IN PLAN)

W WIRE GLASS (ON

WINDOW)

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WH WATER HEATER

WI WROUGHT IRON

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

TB MB

ELEVATION INDICATOR

WINDOW INDICATOR

ROOM DESIGNATION

WALL TYPE INDICATOR

DOOR INDICATOR

EXTERIOR ELEVATION

INDICATOR

DETAIL REFERENCE

PAINT FINISH INDICATOR

FLOOR FINISH INDICATOR

FINISH INDICATOR

FLOOR MATERIAL

TRANSITION INDIC.

REVISION INDICATOR

ACCESSORY INDICATOR

CUBBIES;

RE: INT ELEVS

CORNER GUARD WALL MOUNTED

FIRE EXTINGUISHER

BRACKET

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET

SURFACE MOUNTED

FIRE EXTINGUISHER

CABINET

INTERIOR ELEVATION

INDICATOR

GYM EQUIPMENT:

WALL PADS

MARKER OR TACKBOARD

RECESSED FLOOR

SLAB

1 1/2" = 1'-0"

A200

PLAN

A200

AXXX

VCT CPT

F.E.

BRACKET

F.E.C.

SURFACE

F.E.C.

SEMI-R

xxxx

DRAWING SCALE

SHEET WHERE

LOCATED

DETAIL NUMBER

ON SHEET

DRAWING TITLE

LEVEL CHANGE

INDICATOR

W5

VESTIBULE

A101

SIM

SHEET

WHERE LOCATED

DETAIL

NUMBER ON

SHEET

SHEET

WHERE LOCATED

DETAIL

NUMBER ON

SHEET

1i

A101

SIM

ASI

a

1i

T TEMPERED GLAZING

1i1i

GLAZING TYPE

S SPANDREL GLAZING

0"

GLAZING LOCATION

SHEET WHERE

LOCATED

DETAIL NUMBER

ON SHEET

DRAWING TITLE

SECTION INDICATOR

R12 ROOF TYPE INDICATOR

AUTOMATIC DOOR

OPENER ACTUATOR

ADO

SYMBOLS LEGENDABBREVIATIONS

MATERIALS LEGEND

GENERAL REQUIREMENTS

DRAWINGS AND DIMENSIONS

CONSTRUCTION NOTES

SOLID SURFACE

X

X

X

X

X

X

1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUB-CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO

KNOW AND ADHERE TO THESE REQUIREMENTS.

2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR THE CONVENIENCE OF THE ARCHITECT AND THE CONTRACTOR. THE SEPARATIONS USED HEREIN ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE, AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED

AND UNIFIED WHOLE.

3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE REDUNDANCY. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS.

YOU MUST REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OF WORK.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER

QUALITY OR GREATER QUANTITY OF WORK.

5. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL M.E. EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS, CHASES, AND SUCH.

6. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE

WORK.

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITY LINES.

LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY LINES CAUSED BY CONSTRUCTION

OPERATIONS AT NO COST TO THE OWNER.

8 ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY

APPLY TO THIS PROJECT.

9. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, AND SERVICES NECESSARY TO

COMPLETE THE WORK.

10. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE BUILDING CODE & LOCAL AMENDMENTS. REFER

TO CODE ANALYSIS AND CODE PLANS.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND THE

PREVENTION OF CONFLICT BETWEEN ALL TRADES.

12. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL CONDUCT A WALK THROUGH INSPECTION WITH THE OWNER TO DETERMINE IN WRITING THE CONDITION OF THE WORK ALREADY IN PLACE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING EQUIPMENT PRESENTLY IN PLACE THAT IS DAMAGED DURING

CONSTRUCTION.

13. CONTRACTOR SHALL SUBMIT CONFIRMATION OF ORDERED MATERIALS OR ITEMS NECESSARY TO COMPLETE

THE PROJECT WITH PROJECTED DELIVERY DATE GREATER THAN FOUR WEEKS.

14. ALL SUB-CONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR ARCHITECTS APPROVAL PRIOR TO

COMMENCING ANY WORK.

15. SEAL AROUND ALL PENETRATIONS THROUGH EXISTING AND PROPOSED FIRE RATED PARTITIONS. PROVIDE UL

APPROVED FIRESTOP SYSTEM TO MEET REQUIRED RATING.

1. PROVIDE AND INSTALL ALL BLOCKING STIFFENERS, BRACING, BACK-UP PLATES AND

SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OF ALL

FLOOR MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT.

2. COORDINATE METAL STUD GAUGE WITH PRE-APPROVED EQUIPMENT ANCHORAGE. WHERE A

DISCREPANCY OCCURS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.

3. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL TELEPHONE, OR OTHER OUTLETS, EXCEPT

WHERE SPECIFICALLY SHOWN.

4. PROVIDE ACOUSTIC (SOUND) SEALANT AT NON-RATED WALLS AND FIRE-RATED SEALANT AT

SMOKE PARTITION AND AS REQUIRED BY TEST NUMBER.

PARTITION NOTES

1. DO NOT SCALE THE DRAWINGS.

2. ALL DIMENSIONS ON PLANS ARE TO FACE OF BLOCK OR TO FACE OF STUD UNLESS NOTED OTHERWISE.

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IMMEDIATELY SHOULD

ANY DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL

FIELD CONDITIONS NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

5. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE OWNER BEFORE ACTUAL CONSTRUCTION WORK BEGINS. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN

LITERALLY.

6. SEE GENERAL NOTES ON ALL 'A' SERIES DRAWINGS FOR INFORMATION RELATED TO PLANS AND DETAILS ON

THOSE SHEETS.

7. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH

FINISH SURFACE.

8. CONTRACTORS AND ALL SUB-CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION

AND/OR ORDERING OF MATERIALS.

9. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE ARCHITECT OF ANY

DISCREPANCY.

10. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF ALL CEILING FIXTURES.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR COMPLETE CONSTRUCTION REQUIREMENTS.

11. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS SHOW WHERE EXPOSED DUCTWORK IS TO BE INSTALLED AT A SPECIFIC ELEVATION IN A CONTROLLED PATTERN. THE CONTRACTOR MUST RELY ON ALL OF THESE DISCIPLINES TO COMPLETE THE WORK AND SHOULD NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

1. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS (TYPICALLY THE FIRST MANUFACTURER LISTED UNDER "ACCEPTABLE MANUFACTURERS" IN THE SPECIFICATIONS). DIMENSIONS AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS MAY ALSO BE ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN.

CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING PARTITION THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS), AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS

THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

2. PROVIDE SOLID BLOCKING WITHIN PARTITIONS AT ALL LOCATIONS WHERE ITEMS WILL BE MOUNTED ON PARTITIONS INCLUDING, BUT NOT LIMITED TO: ACCESSORIES, CASEWORK TRIM, FLASHING, WALL MOUNTED

EQUIPMENT, TACK/BULLETIN/MARKER BOARDS, ETC.

3. ALL WOOD BLOCKING AT EXTERIOR WALLS SHALL BE FIRE-RETARDANT WOOD.

4. MAINTAIN RATING AT ALL BLOCKOUTS FOR ALL FIRE EXTINGUISHERS AND TOILET ACCESSORIES THAT ARE TO

BE INSTALLED IN RATED WALLS.

5. PROVIDE 24" X 24" ACCESS PANELS IN PARTITIONS WHERE REQUIRED FOR MECHANICAL EQUIPMENT EXCEPT

WHERE SIZES ARE OTHERWISE NOTED.

6. PROVIDE GYPSUM BOARD CONTROL JOINTS IN PARTITIONS AND CEILINGS AT 30'-0" MAX SPACING.

COORDINATE TO MEET FIRE RESISTIVE RATINGS OF THE ASSEMBLY, FIRESTOP JOINTS AT RATED PARTITIONS.

SUB-CONTRACTOR MUST PROVIDE A SUBMITTAL FOR JOINT MATERIAL.

7. CAULK ALL JOINTS OR CRACKS WHICH OCCUR WHERE DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER AND WHERE THE INTERSECTION IS EXPOSED TO VIEW, UNLESS INDICATED OTHERWISE ON THE

DRAWINGS.

8. FIREBLOCK ALL CONCEALED SPACES, SOFFITS, SHAFTS, CHASES AND CEILING AREAS PER REQUIREMENTS OF

THE IBC AND THE LOCAL JURISDICTION'S AMENDMENTS.

9. PROVIDE CONTINUOUS PERIMETER BUILDING INSULATION AT ALL EXTERIOR WALLS FROM SLAB TO ROOF

DECK AT LIFEGUARD ADDITION.

10. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS BOTH DESCRIBE VARIOUS FLOOR SLAB SLOPE REQUIREMENTS, RECESSES, AND EDGE CONDITIONS. USE BOTH SETS OF DRAWINGS WHEN INSTALLING THE

FLOOR SLAB.

11. PROVIDE SLIP JOINT CONNECTIONS AT PARTITIONS THAT EXTEND TO STRUCTURE ABOVE. PROVIDE BRACING

ABOVE AS REQUIRED. REFER TO STRUCTURAL DRAWINGS AND TO SLIP JOINT DETAILS.

12. ASSUME LEVEL 4 FINISH FOR ALL GYPSUM BOARD PARTITIONS, UNLESS NOTED OTHERWISE.

13. ALL EXPOSED CMU CORNERS TO BE BULLNOSE UON.

14. NOT USED.

15. IT IS THE INTENT OF THE DESIGN THAT ALL METAL STUD PARTITIONS BE OF SUFFICIENT WIDTH TO ADEQUATELY ENCLOSE PIPING, CONDUITS, AND RECESSED EQUIPMENT. NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES WITH THIS INTENT.

16. ALL VERTICAL AND HORIZONTAL PIPES, CONDUITS, DUCTS, ETC. IN FINISHED ROOMS OR AREAS THROUGHOUT THE BUILDING SHALL BE FURRED IN TO MATCH THE ROOM FINISH, UNLESS OTHERWISE NOTED.

17. WHERE MECHANICAL WORK PENETRATES ANY COMPONENT OF A FIRE-RATED ASSEMBLY, PROVIDE THE APPROPRIATE FIRE AND/OR SMOKE DAMPERS. IF IT IS NOT CLEAR WHETHER DUCTWORK PENETRATES A PORTION OF THE RATED ASSEMBLY, OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO BIDDING. SEAL AROUND ALL PENETRATIONS THROUGH PROPOSED FIRE RATED PARTITIONS. PROVIDE UL APPROVED FIRESTOP

SYSTEM TO MEET REQUIRED RATING.

FLOOR TYPE INDICATORF1

DRAWINGS AND DIMENSIONS CONTINUED

12. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INSTALLING THEIR RESPECTIVE EQUIPMENT IN THE CEILING PLENUMS. MECHANICAL, ELECTRICAL, STRUCTURAL, AND FIRE SPRINKLER SYSTEMS ALL SHARE THIS SAME SPACE. EACH SUB CONTRACTOR IS TO REVIEW THE REQUIREMENTS OF THEIR WORK WITH THE AWARENESS OF THE OTHER TRADES THAT NEED TO SHARE THESE SPACES AND MUST NOT ASSUME THAT THEIR INSTALLATION HAS BEEN CONSIDERED IN THE DESIGN AND SHOP DRAWINGS OF THE OTHER TRADES.

13. ALL DOORS TO BE LOCATED 4" OFF ADJACENT CMU OR METAL STUD WALL UNLESS DIMENSIONED OTHERWISE

ON THE PLAN.

HB HOSE BIB

HC HOLLOW CORE

HDBD HARDBOARD

HDR HEADER

HDWR HARDWARE

HM HOLLOW METAL

HORZ/H HORIZONTAL

HPC HIGH PERFORMANCE

COATING

HRU HEATING ROOFTOP UNIT

HT/H HEIGHT

HTR HEATER

HVAC HEATING, VENTING & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

INDIC INDICATOR

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

JST JOIST

KD KNOCK DOWN

KIT KITCHEN

LAM LAMINATE

LAV LAVATORY

LF LINEAR FOOT

LIN LINOLEUM

LT LIGHT

MAT. MATERIAL

MANUF MANUFACTURE

MAX MAXIMUM

MB MARKER BOARD

MD METAL DECK

MDF MEDIUM DENSITY

FIBERBOARD

MECH MECHANICAL

MH MANHOLE

MISC MISCELLANEOUS

MIN MINIMUM

MIR MIRROR

MO MASONRY OPENING

MTD MOUNTED

MTG MEETING

MTL METAL

(N) NEW

N NORTH

NA NOT APPLICABLE

NAT NATATORIUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

NOM NOMINAL

NON-COM NON-COMBUSTIBLE

OC ON CENTER

OD OUTSIDE DIAMETER

OFC/OFF OFFICE

OH OVER HEAD

OPG OPENING

OPP OPPOSITE

OV OVER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

PC PRECAST CONCRETE

PCV POLYVINYL CHLORIDE

PL PROPERTY LINE

PL PLATE

PLG PLUMBING

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PREFAB PREFABRICATED

POR PORCELAIN TILE

PT PAINT

PTN PARTITION

QT QUARRY TILE

R RISER

RAD RADIUS

RB RACQUETBALL

RB RUBBER BASE

RCP REFLECTED CEILING

PLAN

RD ROOF DRAIN

RE: REFER/REFERENCE

REF REFRIGERATOR

REINF REINFORCED

REQ REQUIRED

RESIL RESILIENT

REV REVISION

RFG ROOFING

RM ROOM

R-NOSING RUBBER STAIR NOSING

RO ROUGH OPENING

ROW RIGHT OF WAY

RTFS RUN TRACK FLR SYSTEM

RTU ROOF TOP UNIT

SAT SUSPENDED

ACOUSTICAL TILE

SC SOLID CORE

SCHED SCHEDULE

S-CONC SEALED CONCRETE

SEAL SEALER

SECT SECTION

SF SQUARE FOOT/FEET

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SMACNA SHEET METAL AND AIR

CONDITIONING

CONTRACTOR

NATIONAL ASSOCIATION

brsarch.com

Drawn By:

Checked By:

Project Number:

Sheet title:

Issue:

Date:

2018 Barker Rinker Seacat Architecture

Revisions:

©7 /2

/2

:0

:2

P

MC

R e vi t_ Lo ca l\

\A P

B -C e n tr a l_ a m a n d a sp e a r@ b rs a rc h .c o m

.r vt

G000

ABBREVIATIONS, SYMBOLS, AND

GENERAL NOTES

KA

AS

2017.045.01

100%CD

07.20.18

A n d e rs o n P a rk

B u ild in g I m p ro ve m e n ts

F ie ld S t., W he at

R id ge ,C

O

Rev. Date:

brsarch.com

Drawn By:

Checked By:

Project Number:

Sheet title:

Issue:

Date:

2018 Barker Rinker Seacat Architecture

Revisions:

©7 /2

/2

:0

:3

P

MC

R e vi t_ Lo ca l\

\A P

B -C e n tr a l_ a m a n d a sp e a r@ b rs a rc h .c o m

.r vt

G001

EXTERIOR PERSPECTIVES

KA

AS

2017.045.01

100%CD

07.20.18

A n d e rs o n P a rk

B u ild in g I m p ro ve m e n ts

F ie ld S t., W he at

R id ge ,C

O

F.E.C.

UP

F .E

.C

F .E

.C

F .E

.C

CODE LEGEND

2 HOUR RATED BARRIER

EXITING LOAD AND DIRECTION OF TRAVEL

OCCUPANT LOAD

PANIC HARDWARE

ALARMED PANIC HARDWARE

VESTIBULE

Load OCC

ROOM NUMBER

ROOM NAME

TRAVEL DISTANCE

FIRE EXTINGUISHER

EXIT LIGHT (SHADED QUADRANT

INDICATES FACE(S) OF FIXTURE)

95 OCC

GYM

20 OCC

FITNESS

35 OCC

MULTI-PURPOSE

2 OCC

STORAGE

1 OCC

MECH.

101B

TOILET

CIRC

1 OCC

STORAGE

101A

3 OCC

LIFEGUARD

1161 OCC

STORAGE

CIRC.

1 OCC

STOR.

106A

1 OCC

CHECK-IN

107A

1 OCC

STOR.

106B

CIRC.

3 OCC

MECH.

2 OCC

POOL FILTER RM.

1 OCC

WAIT

102A

MEN

CABANA

CABANA

111JAN.

WOMEN

TOILET

2HR. FIRE BARRIER

FIRE AREA 2FIRE AREA 1

FIRE AREA 2FIRE AREA 1

7' - 1

0"

6' - 0"

8' - 8"

COMMON PATH OF

EGRESS TRAVEL=

73'-11"< 75'-0" PER

TABLE 1014.3

24 24

48 48

3 2

" OPENING

11' - 8 1/2"

29'-4" DEAD END

CORRIDOR ALLOWED

PER 1020.4 EXCEPTION 3.

26'-0" TO O.H. GRILLE

O.H. COILING GRILLE TO

BE CLOSED WHEN

BATHHOUSE NOT IN USE

EXIST. DOOR:

CLEAR WIDTH = 67"

MAX. OL= DOOR WIDTH/.2" = 335

ACTUAL OL.= 48

EXIST. DOOR:

CLEAR WIDTH = 67"

MAX. OL= DOOR WIDTH/.2" = 335

ACTUAL OL.= 48

DOOR 102:

CLEAR WIDTH = 68"

MAX. OL= DOOR WIDTH/.2" = 340

ACTUAL OL.= 95

EXIST. DOOR:

CLEAR WIDTH = 68"

MAX. OL= DOOR WIDTH/.2" = 340

ACTUAL OL.= 4

DOOR 105:

CLEAR WIDTH = 34"

MAX. OL= DOOR WIDTH/.2" = 170

ACTUAL OL.= 35

DOOR 100A:

CLEAR WIDTH = 68"

MAX. OL= DOOR WIDTH/.2" = 340

ACTUAL OL.= 48

DOOR 100C:

CLEAR WIDTH = 34"

MAX. OL= DOOR WIDTH/.2" = 170

ACTUAL OL.= 24

DOOR 100D:

CLEAR WIDTH = 34"

MAX. OL= DOOR WIDTH/.2" = 170

ACTUAL OL.= 24

EXIST. DOOR:

CLEAR WIDTH = 34"

MAX. OL= DOOR WIDTH/.2" = 170

ACTUAL OL.= 11

DOOR 101:

CLEAR WIDTH = 34"

MAX. OL= DOOR WIDTH/.2" = 170

ACTUAL OL.= 11

DOOR 100D:

CLEAR WIDTH = 68"

MAX. OL= DOOR WIDTH/.2" = 170

ACTUAL OL.= 1

DOOR 116A:

CLEAR WIDTH = 34"

MAX. OL= DOOR WIDTH/.2" = 170

ACTUAL OL.= 3

EXIST. DOOR:

CLEAR WIDTH = 34"

MAX. OL= DOOR WIDTH/.2" = 170

ACTUAL OL.= 3

EXIST. DOOR:

CLEAR WIDTH = 68"

MAX. OL= DOOR WIDTH/.2" = 340

ACTUAL OL.= 2

EXIST. STAIR:

CLEAR WIDTH = 68"

MAX. OL= STAIR WIDTH/.3" = 226

ACTUAL OL.= 95

brsarch.com

Drawn By:

Checked By:

Project Number:

Sheet title:

Issue:

Date:

2018 Barker Rinker Seacat Architecture

Revisions:

©7 /2

/2

:0

:4

P

MC

R e vi t_ Lo ca l\

\A P

B -C e n tr a l_ a m a n d a sp e a r@ b rs a rc h .c o m

.r vt

G011

CODE ANALYSIS PLAN

KA

AS

2017.045.01

100%CD

07.20.18

A n d e rs o n P a rk

B u ild in g I m p ro ve m e n ts

F ie ld S t., W he at

R id ge ,C

O

1/8" = 1'-0"G011

FIRST FLOOR CODE PLAN1

BUILDING OCCUPANT LOAD CALCULATIONS

Room Number Room Name Area Occupant Load Factor (per Table 1004.1.2) Load

Function of Space (per Table 1004.1.2)

100 GYM 4746 SF 50 95 Excercise Room

101 FITNESS 963 SF 50 20 Excercise Room

101A STORAGE 61 SF 300 1 Accessory Storage

101B MECH. 95 SF 300 1 Mechanical

102 CIRC 339 SF 0

102A WAIT 90 SF 100 1 Business

103 TOILET 51 SF 0

104 TOILET 52 SF

105 MULTI-PURPOSE 519 SF 15 35 Assembly w/o fixed seats

106 STORAGE 413 SF 300 2 Accessory Storage

106A STOR. 71 SF 300 1 Accessory Storage

106B STOR. 72 SF 300 1 Accessory Storage

107 CIRC. 790 SF 0

107A CHECK-IN 72 SF 100 1 Business

108 CIRC. 166 SF 0

109 CABANA 97 SF

110 JAN. 19 SF

111 CABANA 97 SF

112 WOMEN 784 SF

113 MEN 670 SF

114 MECH. 695 SF 300 3 Mechanical

115 POOL FILTER RM. 383 SF 300 2 Mechanical

116 LIFEGUARD 271 SF 100 3 Business

117 STORAGE 162 SF 300 1 Accessory Storage

MAXIMUM POSTED OCCUPANCY FOR OUTDOOR POOL AREA: 533

PLUMBING CALCULATIONS PER COLORADO POOL CODE FOR OUTDOOR POOL AREA:

MEN'S WATER CLOSETS:

267 OCCUPANTS/60=4.45 W.C.

MEN'S SHOWERS:

267 OCCUPANTS/40=6.675 SHOWERS

WOMEN'S WATER CLOSETS:

267 OCCUPANTS/40=6.675 W.C.

WOMEN'S SHOWERS:

267 OCCUPANTS/40=6.675 SHOWERS

PLUMBING CALCULATIONS PER IBC SECTION 2902.1 FOR BUILDING OCCUPANTS:

MEN'S WATER CLOSETS:

167 OCCUPANTS/125=1.33 W.C.

MEN'S SINKS:

167 OCCUPANTS/200=.835 SINKS

WOMEN'S WATER CLOSETS:

167 OCCUPANTS/65=2.56 W.C.

WOMEN'S SHOWERS:

167 OCCUPANTS/200=.835 SINKS

PLUMBING CALCULATIONS PER IBC SECTION 2902.1 FOR OUTDOOR POOL AREA:

MEN'S SINKS:

267 OCCUPANTS/200=1.335 SINKS

WOMEN'S SINKS

267 OCCUPANTS/200=1.335 SINKS

MEN'S W.C. REQUIRED:6

MEN'S W.C. PROVIDED:3

MEN'S URINALS PROVIDED:3

MEN'S SHOWERS REQUIRED:7

MEN'S SHOWERS PROVIDED:7

MEN'S SINKS REQUIRED:2

MEN'S SINKS PROVIDED:4

TOTAL MEN'S PLUMBING FIXTURES

WOMEN'S W.C. REQUIRED:8

WOMEN'S W.C. PROVIDED:8*

WOMEN'S SHOWERS REQUIRED:7

WOMEN'S SHOWERS PROVIDED:7

WOMEN'S SINKS REQUIRED:2

WOMEN'S SINKS PROVIDED:5

TOTAL WOMEN'S PLUMBING FIXTURES

DRINKING FOUNTAIN:

167 OCCUPANTS/500=.334 DRINKING FOUNTAINS

SERVICE SINKS:1

DRINKING FOUNTAIN REQUIRED:1

DRINKING FOUNTAINS PROVIDED:5**

SERVICE SINKS REQUIRED:1

SERVICE SINKS PROVIDE:1

* SINGLE WATER CLOSET, LAVATORY, AND SHOWER CABANAS ARE

COUNTED TOWARD THE WOMEN'S PLUMBING FIXTURE REQUIRMENTS

** THREE DRINKING FOUNTAINS PROVIDED INDOORS/ TWO DRINKING

FOUNTAINS ON OUTDOOR POOL DECK.

ANDERSON PARK BUILDING IMPROVMENTS

Project Location: 4355 Field St. Wheat Ridge, CO 80033

CODES OF JURISDICTION:

· 2012 International Building Code

· 2012 International Mechanical Code

· 2012 International Plumbing Code

· 2012 International Energy Conservation Code

· 2012 International Fire Code

· 2012 International Fuel Gas Code

· 2014 National Electrical Code

· Uniform Code for the Abatement of Dangerous Building, 1997 Edition

PROJECT DATA SUMMARY

Construction Type: IIIB

Number of Stories: 1

Occupancy Types: A-3

Gross Square Feet:

FIRE AREA 1 - 11,478 GSF

FIRE AREA 2 - 1,580 GSF

TOTAL - 13,058 GSF

Automatic Sprinkler Systems: Not Provided

Fire Alarm & Detection: No Fire Alarm Provided. Local smoke detectors provided at ductwork penetrating fire barrier.

CITY OF WHEAT RIDGE ZONING CODE

Zoning: PF - PUBLIC FACILITY

Setbacks: Front Setback - Existing, 50 ft Min. Req.

Rear Yard Setback - Existing, 10 ft Min. Req.

Side Yards Setback - Existing, 10 ft Min. Req.

Building Height: Existing - 25'-8" Estimated, 50ft. Max Allowed

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

Allowable Building Height: 55’ (A-3-occupancy, Type IIIB)

Allowable Number of Stories: 2 (A-3-occupancy, Type IIIB)

Allowable Building Area (At) per Table 503:

At= 9,500 GSF per floor

Allowable Building Area per Story (Aa):

The areas limited by Table 503 shall be permitted to increase due to frontage in accordance with the following:Aa = (At+[AtxIf]) (note frontage increase, If, calculated below)

Aa = 9,500 + (9,500 x .75) = 16,625 sf

Frontage Increase(If) per 506.2

If = (F/P – 0.25) X W/30 If = (735' / 735' – 0.25) x 30 feet / 30 feet = .75

CHAPTER 6 - TYPES OF CONSTRUCTION

Table 601 - Type IIIB Primary structural frame: 0 hr Bearing Walls - Exterior: 2 hr Bearing walls - Interior: 0 hr Exterior Nonbearing Walls: see Table 602 values below.

Interior Nonbearing Walls – 0 hr Floor Construction and associated secondary members: 0 hr Roof Construction and associated secondary members: 0 hr

Table 602 - Type IIIB Fire Separation Distance:

X ≥ 30 = 0 hr

CHAPTER 9 - FIRE PROTECTION SYSTEMS

Automatic Sprinkler Systems Per section 903.2.1.3 an automatic spinkler systems shall be provided if a fire area exceeds 12,000 sf, has an occupant load of 300 or more, or the fire area is located on a floor other than the level of exit discharge serving such occupancies. None of these conditions exists.

Fire Alarm & Detection Systems Per section 907.2.1 a manual fire alarm is required for group A occupancies with 300 or more occupants. Total building occupancy is less than 300.

N

4'0 8' 16'

W1040 W1041 W1060 W10613 5/8" MTL STUD WALL (STC #40) 3 5/8" MTL STUD WALL w/ INSULATION (STC 45) 6" MTL STUD WALL 6" MTL STUD WALL w/

INSULATION (STC 45)

5/8" GYP. BD.

3 5/8" METAL

STUDS

5/8" GYP. BD.

3 5/8" METAL

STUDS

SOUND BATT

INSULATION

5/8" GYP. BD.

6" METAL STUDS

5/8" GYP. BD.

6" METAL STUDS

SOUND BATT

NSULATION

GENERAL WALL TYPE NOTES:

1. WALL SECTIONS ARE CUT IN PLAN VIEW.

2. ALL CMU TO RECEIVE BLOCK FILLER PRIOR TO PAINTING.

-CMU IN WET AREAS TO RECEIVE CEMENTITIOUS BLOCK FILLER PRIOR TO PAINTING.

3. ALL INTERIOR EXPOSED CMU TO HAVE BULL NOSED CORNERS.

4. PROVIDE TILE BACKER BOARD AT TOILET ROOMS, SHOWERS, LOCKER AREAS & WHERE REQUIRED BY

SPECIFICATION IN LIEU OF GYP. BD.

5. EXTEND FIRE RATED WALLS, INCLUDING SHEATHING, TO UNDERSIDE OF STRUCTURE ABOVE.

6. SOUND SEAL HEAD, SILL AND ALL PENETRATIONS IN ACOUSTICAL WALLS WITH STC RATINGS OF 45 AND MORE.

7. PROVIDE TYPE 'X' GYPSUM BOARD AT FIRE RATED WALLS.

8. GYPSUM ASSOCIATION (GA) FILE #s BASED ON 2006 EDITION.

9. PER GA GENERAL NOTE #15, GREATER STUD SIZES THAN THOSE TESTED ARE PERMITTED.

10. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL MASONRY & CONCRETE INFORMATION.

4" NOMINAL CMU

4" MASONRY WALLW2040 W2080 W21208" MASONRY WALL 12" MASONRY WALL

8" NOMINAL CMU 12" NOMINAL CMU

2-HR RATED

ASSEMBLY (IBC

TABLE 720.1(2), ITEM

3.1)

W2120r

2-HR RATED

ASSEMBLY (IBC

TABLE 720.1(2), ITEM

3.1)

W2080r

W1044 EXTERIOR WALL - POLYMER WOOD SIDING

& METAL STUDS

WEATHER

BARRIER

3 5/8" METAL

STUDS

5/8" GLASS MAT

SHEATHING

HORIZONTAL

POLYMER WOOD

SIDING

W1042 3 5/8" MTL STUD CHASE WALL

5/8" GYP. BD.

3 5/8" METAL

STUDS

S H

A F

T S

ID

E

O F

W A

L L

W1043 3 5/8" MTL STUD CHASE WALL

5/8" GYP. BD.

3 5/8" METAL

STUDS

S H

A F

T S

ID

E

O F

W A

L L

SOUND BATT

INSULATION

6" NOMINAL CMU

6" MASONRY WALLW2060 8" MASONRY WALL w/ FURR-OUT

8" NOMINAL CMU

2-HR RATED

ASSEMBLY (IBC

TABLE 720.1(2), ITEM

3.1)

2.5" Z-FURRING

WITH CLOSED

CELL SPRAY-

APPLIED FOAM

INSULATION,

R-11.4 MIN.

5/8" GYP. BD.

EXTERIOR WALL 6" MTL STUD w/ FURR-OUT

6" METAL STUDS

2.5" Z-FURRING

WITH CLOSED

CELL SPRAY-

APPLIED FOAM

INSULATION,

R-11.4 MIN.

5/8" GLASS

MAT

SHEATHING

PRE-

FINISHED

BREAK MTL.

5/8" GYP. BD.

W1062 W1065 6" MTL STUD WALL w/

INSULATION (STC 45)

(E) INTERIOR

WALL FINISH,

WHERE OCCURS

(E)

PRENGINEERED

METAL BUILDING

FRAME

METAL PANEL

R-25 BATT

INSULATION.

REMOVE &

REPLACE (E)

INSULATION

VARIES

W2140 8" & 6" MASONRY WALL

6" NOMINAL CMU

W2081r

8" NOMINAL CMU

R-13 BATT

INSULATION

STANDING SEAM MTL ROOF @

STRUCTURAL INSULATED PANEL

R1

STANDING SEAM MTL ROOF @

EXISTING WOOD DECK

R3

STANDING SEAM MTL ROOF @

EXISTING PRE-ENGINEERED

METAL BUILDING

R4 TPO ROOF @ EXISTING WOOD

DECK

R5

STRUCTURAL

INSULATED

PANEL.

RE:STRUCT.

R-25 MIN. RIGID

INSULATION

ROOFING

UNDERLAYMENT

STANDING SEAM

METAL ROOF

ROOFING

UNDERLAYMENT

STANDING SEAM

METAL ROOF

(E) WOOD

DECKING TO

REMAIN

SIMPLE SAVER

(E) ROOF

PURLINS

R-19 BATT

INSULATION

R-11 BATT

INSULATION,

EXTEND OVER

PURLINS

STANDING

SEAM METAL

ROOF

(E) WOOD

DECKING TO

REMAIN

RIGID

INSULATION FOR

REQUIRED ROOF

SLOPE

FULLY ADHERED

MEMBRANE

CONCRETE SLAB ON GRADE

F1

SLOPED CONCRETE SLAB ON

GRADE.

F2

CONCRETE

SLAB ON

GRADE. RE:

STRUCT.

SLOPED

CONCRETE

SLAB ON

GRADE. RE:

STRUCT. &

ENLARGED

DRAINAGE

PLAN

RECESSED CONCRETE SLAB ON

GRADE W/ SLOPPED TOPPING

SLAB

F3

SLOPED TOPPING

SLAB. RE:

ENLARGED

DRAINAGE PLAN.

SUBGRADE

SUBGRADE

RECESSED

CONCRETE SLAB

ON GRADE. RE:

STRUCT.

WATERPROOFING

MEMBRANE

brsarch.com

Drawn By:

Checked By:

Project Number:

Sheet title:

Issue:

Date:

2018 Barker Rinker Seacat Architecture

Revisions:

©7 /2

/2

:0

:4

P

MC

R e vi t_ Lo ca l\

\A P

B -C e n tr a l_ a m a n d a sp e a r@ b rs a rc h .c o m

.r vt

G020

WALL TYPES, ROOF TYPES, FLOOR

TYPES

CD

AB

2017.045.01

100%CD

07.20.18

A n d e rs o n P a rk

B u ild in g I m p ro ve m e n ts

F ie ld S t., W he at

R id ge ,C

O

1 1/2" = 1'-0"G020

WALL TYPES1

1 1/2" = 1'-0"G020

ROOF TYPES2

1 1/2" = 1'-0"G020

FLOOR TYPES3

G

F

D

3 4 5

6 8

J

1 7

A

B

A041

A041

A041

A041

H

DEMO GARAGE

DOOR

DEMO WINDOW

ASSEMBLY

DEMO WINDOW

ASSEMBLY

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO CASEWORK

DEMO INTERIOR

PARTITION

DEMO DOOR AND

DOOR FRAME

DEMO INTERIOR

PARTITION

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO INTERIOR

PARTITION

DEMO INTERIOR

PARTITION

PATCH AND REPAIR

(E) FLOORING.

DEMO WALL BASE.

PATCH AND REPAIR

(E) FLOORING.

DEMO WALL BASE.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO PLUMBING

FIXTURE. RE:PLUMB.DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO TOILET

PARTITIONS

DEMO INTERIOR

PARTITION

DEMO INTERIOR

PARTITION

DEMO INTERIOR

PARTITION

DEMO INTERIOR

PARTITION

DEMO INTERIOR

PARTITION

DEMO TOILET

PARTITIONS

DEMO TOILET

ACCESSORIES

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO INTERIOR

PARTITION

DEMO INTERIOR

PARTITION

DEMO PORTION OF

WALL

DEMO DOOR AND

DOOR FRAME

DEMO PORTION OF

WALL

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO TOILET

ACCESSORIES

DEMO TOILET

PARTITIONS

DEMO INTERIOR

PARTITION

DEMO INTERIOR

PARTITION

DEMO INTERIOR

PARTITION

DEMO INTERIOR

PARTITIONDEMO FLOOR &

WALL-MOUNTED

BENCHES

DEMO FLOOR &

WALL-MOUNTED

BENCHES

DEMO FLOOR &

WALL-MOUNTED

BENCHES

DEMO FLOOR &

WALL-MOUNTED

BENCHES

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO FLOORING

AND WALL BASE.

DEMO FLOORING

AND WALL BASE.

DEMO FLOORING

AND WALL BASE.

DEMO FLOORING

AND WALL BASE.

DEMO OVERHEAD

ROLLING SHUTTER

DEMO ALL INTERIOR PARTITIONS,

DOORS, DOOR FRAMES, PLUMB

FIXTURES, TOILET ACCESSORIES,

CASEWORK, & FLOORING IN

RESTROOMS

DEMO ALL INTERIOR PARTITIONS,

DOORS, DOOR FRAMES, PLUMB

FIXTURES, TOILET ACCESSORIES,

CASEWORK, & FLOORING IN

RESTROOMS

DEMO CASEWORK

DEMO FLOORING

AND WALL BASE.

DEMO DOOR AND

DOOR FRAME

DEMO CASEWORKDEMO CASEWORK

DEMO CASEWORK

DEMO FLOORING

AND WALL BASE.

DEMO FLOORING

AND WALL BASE.

E

A042

A042

DEMO (E) INTERIOR

FLOOR SLAB. RE:

STRUCT.

DEMO (E) INTERIOR

FLOOR SLAB. RE:

STRUCT.

DEMO (E) INTERIOR FLOOR

SLAB. RE: STRUCT.

DEMO (E) LOCKERS

DEMO (E) LOCKERS

DEMO PORTION OF

WALL

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO FLOORING

AND WALL BASE.

C

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO PLUMBING

FIXTURE. RE:PLUMB.

DEMO ALL (E)

DOWNSPOUTS, TYP.

DEMO ALL (E)

DOWNSPOUTS, TYP.

REMOVE &

REINSTALL

BASKETBALL GOAL

AT HEIGHT PER

OWNER.

REMOVE &

REINSTALL

BASKETBALL GOAL

AT HEIGHT PER

OWNER.

(E) BASKETBALL

GOAL TO REMAIN.

(E) BASKETBALL

GOAL TO REMAIN.

REMOVE &

REINSTALL

BASKETBALL GOAL

AT HEIGHT PER

OWNER.

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO SCOREBOARD

6' - 4"

12' - 10 1/4"

DEMOLITION LEGEND

DASHED LINE INDICATES EXISTING

ELEMENT TO BE REMOVED,

RELOCATED OR MODIFIED; REFER TO

NOTATION ON DRAWING

SOLID LINE INDICATES EXISTING

ELEMENT TO REMAIN

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING DOOR TO REMAIN

1. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH ANY

PHASING REQUIRED TO COMPLETE THE WORK.

2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PARTITIONS AND

TEMPORARY DOORS AS DEEMED NECESSARY BY THE ARCHITECT,

ENGINEER AND OWNER. THEY SHALL BE WELL MAINTAINED AND ANY

DAMAGE REPAIRED IMMEDIATELY TO AVOID MIGRATION OF DUST INTO

ADJOINING AREAS.

3. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK IN

OCCUPIED SPACES. DEMOLITION WORK SHALL BE PERFORMED IN SUCH

A MANNER AS TO MINIMIZE DISRUPTIONS TO OCCUPANTS AND SPACES

TO REMAIN OCCUPIED. PROTECT EXISTING FLOOR FINISHES FROM

CONSTRUCTION TRAFFIC THROUGH OCCUPIED AREAS.

4. ALL DEMOLITION SHALL BE MADE CLEAN AND COMPLETE AND IN A

MANNER SUITABLE TO ACCEPT NEW FINISHES AND/OR SURFACES.

5. EXISTING WALL, FLOOR AND CEILING FINISHES TO REMAIN SHALL BE

PROTECTED FROM DAMAGE DUE TO DEMOLITION WORK. WHEN

DEMOLITION CAUSES DAMAGE TO FLOOR, WALL, OR CEILING SURFACES

THAT WILL REMAIN EXPOSED IN THE FINISHED WORK, SUCH DAMAGE

SHALL BE REPAIRED AS REQUIRED TO RECEIVE NEW FINISHES.

6. THE CONTRACTOR SHALL COVER AND PROTECT OWNER'S

EQUIPMENT WHICH CANNOT BE REMOVED FROM THE PROJECT AREA.

7. REMOVE ALL EXISTING WALL MOUNTED ITEMS WITHIN THE PROJECT

LIMIT AREA WHICH ARE NOT NOTED TO REMAIN. THE CONTRACTOR

SHALL DISPOSE OF THESE ITEMS AFTER INSPECTION BY THE OWNER

FOR FUTURE USE. IF ITEMS ARE REMOVED FROM WALLS THAT ARE TO

REMAIN, THE CONTRACTOR SHALL PATCH WALLS AS REQUIRED TO

RECEIVE NEW FINISHES AND SURFACES.

8. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL DEMOLITION INFORMATION ACCORDING TO EACH TRADE.

9. DEMOLITION FOR BUILDING SERVICES AND UTILITIES SHALL BE

PERFORMED BY THE TRADE RESPONSIBLE FOR THAT UTILITY.

OPENINGS FOR DEMOLISHED UTILITIES SHALL BE INFILLED BY TRADE

RESPONSIBLE FOR PIPING, DUCT OR CONDUIT DEMOLITION. OPENINGS

THROUGH FIRE-RATED CONSTRUCTION SHALL BE PATCHED TO MATCH

EXISTING CONSTRUCTION OR BE FIRESTOPPED.

10. WHERE EXTERIOR WALLS, DOORS AND/OR WINDOWS ARE TO BE

REMOVED OR MODIFIED, THE CONTRACTOR SHALL TAKE ALL

NECESSARY PRECAUTIONS TO ENSURE THAT THE EXISTING BUILDING

REMAINS WEATHER-TIGHT AND WITHOUT DRAFTS.

11. REMOVE EXISTING FLOOR AND BASE MATERIALS IN ALL AREAS

SCHEDULED TO RECEIVE NEW FLOOR AND BASE. REFER TO FINISH

DRAWINGS OR SCHEDULES. ALL FLOOR DEMOLITION TO REFER TO

'GENERAL DEMOLITION NOTE #4'.

12. REFERENCE LANDSCAPE AND CIVIL DRAWING IN PARK DESIGN

PACKGE FOR SITE DEMOLITION SCOPE.

13. REMOVE EXTERIOR SURFACE MOUNTED ELECTRICAL CONDUIT AND

MECHANICAL SYSTEMS ROUTING AND PATCH BACK WITHIN THE

EXTERIOR ENVELOPE.

14. SURVEILLANCE DEVICES SHALL BE REMOVED AND RE-INSTALLED BY

OWNER AS NEEDED TO COMPLETE BUILDING IMPROVMENTS.

15. OWNER TO REMOVE AND RE-INSTALL EXISTING SURVEILLANCE

EQUIPMENT AS NEEDED FOR CONTRACTOR TO COMPLETE PROJECT

SCOPE OF WORK.

16. CONTRACTOR TO REMOVE AND REPLACE ANY EXISTING ROOF

SECTIONS THAT ARE DAMAGED OR ROTTED.

DEMOLITION GENERAL NOTES

brsarch.com

Drawn By:

Checked By:

Project Number:

Sheet title:

Issue:

Date:

2018 Barker Rinker Seacat Architecture

Revisions:

©7 /2

/2

:5

:3

P

MC

R e vi t_ Lo ca l\

\A P

B -C e n tr a l_ a m a n d a sp e a r@ b rs a rc h .c o m

.r vt

A011

DEMOLITION PLAN

KA

AS

2017.045.01

100%CD

07.20.18

A n d e rs o n P a rk

B u ild in g I m p ro ve m e n ts

F ie ld S t., W he at

R id ge ,C

O

1/8" = 1'-0"A011

FIRST FLOOR DEMO PLAN1

N

G

F

D

3 4 5

6 8

J

1 7

A

B

H

E

DEMO SKYLIGHT,

U.N.O.

DEMO SKYLIGHT,

U.N.O.

(E) SKYLIGHT TO

REMAIN

(E) SKYLIGHT TO

REMAIN

DEMO METAL ROOF

PANELS &

UNDERLAYMENT.

DEMO METAL ROOF

PANELS &

UNDERLAYMENT.

DEMO METAL ROOF

PANELS &

UNDERLAYMENT.

DEMO METAL ROOF

PANELS &

UNDERLAYMENT.

DEMO METAL ROOF

PANELS &

UNDERLAYMENT.

DEMO METAL ROOF

PANELS &

UNDERLAYMENT.

DEMO METAL ROOF

PANELS &

UNDERLAYMENT.

DEMO ROOF FASCIA

DEMO ROOF FASCIA

DEMO ROOF FASCIADEMO ROOF FASCIA

DEMO ROOF FASCIADEMO ROOF FASCIA

DEMO ROOF FASCIADEMO ROOF FASCIA

DEMO ROOF FASCIA

DEMO ROOF FASCIADEMO ROOF FASCIA

DEMO FABRIC

CANOPY

(E) ROOF MOUNTED

MECH. EQUIP.(E)

ROOF

PENETRATIONS TO

REMAIN

(E) ROOF MOUNTED

MECH. EQUIP.(E)

ROOF

PENETRATIONS TO

REMAIN

(E) ROOF MOUNTED

MECH. EQUIP.(E)

ROOF

PENETRATIONS TO

REMAIN

(E) ROOF MOUNTED

MECH. EQUIP.(E)

ROOF

PENETRATIONS TO

REMAIN

(E) ROOF MOUNTED

MECH. EQUIP.(E)

ROOF

PENETRATIONS TO

REMAIN

DEMO ROOF

CRICKET

(E) ROOF MOUNTED

MECH. EQUIP.(E)

ROOF

PENETRATIONS TO

REMAIN

(E) ROOF MOUNTED

MECH. EQUIP.(E)

ROOF

PENETRATIONS TO

REMAIN

DEMO PORTION OF

ROOF FOR NEW

EVAPORATIVE

COOLING UNIT.

RE:MECH &

STRUCT.

DEMO SURFACE

MOUNTED ELEC.

CONDUIT AND REPLACE

WITH NEW INTERNAL

PATHWAY, RE:ELEC.

DEMO

ROOFING

SYSTEM

C

DEMO (E) ROOF

DRAIN &

ASSOCIATED

PIPING. CAP

BELOW SLAB

DEMO (E) ROOF

DRAIN & ASSOCIATED

PIPING. CAP BELOW

SLAB

DEMO SURFACE

MOUNTED ELEC.

CONDUIT AND REPLACE

WITH NEW INTERNAL

PATHWAY, RE:ELEC.

DEMOLITION LEGEND

DASHED LINE INDICATES EXISTING

ELEMENT TO BE REMOVED,

RELOCATED OR MODIFIED; REFER TO

NOTATION ON DRAWING

SOLID LINE INDICATES EXISTING

ELEMENT TO REMAIN

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING DOOR TO REMAIN

1. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH ANY

PHASING REQUIRED TO COMPLETE THE WORK.

2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PARTITIONS AND

TEMPORARY DOORS AS DEEMED NECESSARY BY THE ARCHITECT,

ENGINEER AND OWNER. THEY SHALL BE WELL MAINTAINED AND ANY

DAMAGE REPAIRED IMMEDIATELY TO AVOID MIGRATION OF DUST INTO

ADJOINING AREAS.

3. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK IN

OCCUPIED SPACES. DEMOLITION WORK SHALL BE PERFORMED IN SUCH

A MANNER AS TO MINIMIZE DISRUPTIONS TO OCCUPANTS AND SPACES

TO REMAIN OCCUPIED. PROTECT EXISTING FLOOR FINISHES FROM

CONSTRUCTION TRAFFIC THROUGH OCCUPIED AREAS.

4. ALL DEMOLITION SHALL BE MADE CLEAN AND COMPLETE AND IN A

MANNER SUITABLE TO ACCEPT NEW FINISHES AND/OR SURFACES.

5. EXISTING WALL, FLOOR AND CEILING FINISHES TO REMAIN SHALL BE

PROTECTED FROM DAMAGE DUE TO DEMOLITION WORK. WHEN

DEMOLITION CAUSES DAMAGE TO FLOOR, WALL, OR CEILING SURFACES

THAT WILL REMAIN EXPOSED IN THE FINISHED WORK, SUCH DAMAGE

SHALL BE REPAIRED AS REQUIRED TO RECEIVE NEW FINISHES.

6. THE CONTRACTOR SHALL COVER AND PROTECT OWNER'S

EQUIPMENT WHICH CANNOT BE REMOVED FROM THE PROJECT AREA.

7. REMOVE ALL EXISTING WALL MOUNTED ITEMS WITHIN THE PROJECT

LIMIT AREA WHICH ARE NOT NOTED TO REMAIN. THE CONTRACTOR

SHALL DISPOSE OF THESE ITEMS AFTER INSPECTION BY THE OWNER

FOR FUTURE USE. IF ITEMS ARE REMOVED FROM WALLS THAT ARE TO

REMAIN, THE CONTRACTOR SHALL PATCH WALLS AS REQUIRED TO

RECEIVE NEW FINISHES AND SURFACES.

8. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL DEMOLITION INFORMATION ACCORDING TO EACH TRADE.

9. DEMOLITION FOR BUILDING SERVICES AND UTILITIES SHALL BE

PERFORMED BY THE TRADE RESPONSIBLE FOR THAT UTILITY.

OPENINGS FOR DEMOLISHED UTILITIES SHALL BE INFILLED BY TRADE

RESPONSIBLE FOR PIPING, DUCT OR CONDUIT DEMOLITION. OPENINGS

THROUGH FIRE-RATED CONSTRUCTION SHALL BE PATCHED TO MATCH

EXISTING CONSTRUCTION OR BE FIRESTOPPED.

10. WHERE EXTERIOR WALLS, DOORS AND/OR WINDOWS ARE TO BE

REMOVED OR MODIFIED, THE CONTRACTOR SHALL TAKE ALL

NECESSARY PRECAUTIONS TO ENSURE THAT THE EXISTING BUILDING

REMAINS WEATHER-TIGHT AND WITHOUT DRAFTS.

11. REMOVE EXISTING FLOOR AND BASE MATERIALS IN ALL AREAS

SCHEDULED TO RECEIVE NEW FLOOR AND BASE. REFER TO FINISH

DRAWINGS OR SCHEDULES. ALL FLOOR DEMOLITION TO REFER TO

'GENERAL DEMOLITION NOTE #4'.

12. REFERENCE LANDSCAPE AND CIVIL DRAWING IN PARK DESIGN

PACKGE FOR SITE DEMOLITION SCOPE.

13. REMOVE EXTERIOR SURFACE MOUNTED ELECTRICAL CONDUIT AND

MECHANICAL SYSTEMS ROUTING AND PATCH BACK WITHIN THE

EXTERIOR ENVELOPE.

14. SURVEILLANCE DEVICES SHALL BE REMOVED AND RE-INSTALLED BY

OWNER AS NEEDED TO COMPLETE BUILDING IMPROVMENTS.

15. OWNER TO REMOVE AND RE-INSTALL EXISTING SURVEILLANCE

EQUIPMENT AS NEEDED FOR CONTRACTOR TO COMPLETE PROJECT

SCOPE OF WORK.

16. CONTRACTOR TO REMOVE AND REPLACE ANY EXISTING ROOF

SECTIONS THAT ARE DAMAGED OR ROTTED.

DEMOLITION GENERAL NOTES

brsarch.com

Drawn By:

Checked By:

Project Number:

Sheet title:

Issue:

Date:

2018 Barker Rinker Seacat Architecture

Revisions:

©7 /2

/2

:5

:3

P

MC

R e vi t_ Lo ca l\

\A P

B -C e n tr a l_ a m a n d a sp e a r@ b rs a rc h .c o m

.r vt

A021

DEMOLITION ROOF PLAN

KA

AS

2017.045.01

100%CD

07.20.18

A n d e rs o n P a rk

B u ild in g I m p ro ve m e n ts

F ie ld S t., W he at

R id ge ,C

O

1/8" = 1'-0"A021

ROOF DEMO PLAN1

N

F

D

3 4 5

6 8

J

1 7

A

B

H

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO SKYLIGHT,

U.N.O.

DEMO SKYLIGHT,

U.N.O.

DEMO SUSPENDED

ACOUSTICAL

CEILING SYSTEM

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO ALL MECH.

DIFFUSERS IN

CEILING. RE: MECH.

DEMO METAL PANEL

SOFFIT

DEMO METAL PANEL

SOFFIT

DEMO SUSPENDED

ACOUSTICAL

CEILING SYSTEM

DEMO SUSPENDED

ACOUSTICAL

CEILING SYSTEM

DEMO SUSPENDED

ACOUSTICAL

CEILING SYSTEM

DEMO SUSPENDED

ACOUSTICAL

CEILING SYSTEM

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO ALL MECH.

DIFFUSERS IN

CEILING. RE: MECH.

DEMO ALL MECH.

DIFFUSERS IN

CEILING. RE: MECH.

DEMO ALL MECH.

DIFFUSERS IN

CEILING. RE: MECH.

DEMO ALL MECH.

DIFFUSERS IN

CEILING. RE: MECH.

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO ALL MECH.

DIFFUSERS IN

CEILING. RE: MECH.

DEMO. GYP. BD.

CEILING

DEMO. GYP. BD.

CEILING

DEMO. GYP. BD.

CEILING

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO ALL MECH.

DIFFUSERS IN

CEILING. RE: MECH.

DEMO ALL MECH.

DIFFUSERS IN

CEILING. RE: MECH.

DEMO LIGHT

FIXTURE. RE: ELEC.

(E) SKYLIGHT TO

REMAIN

(E) SKYLIGHT TO

REMAIN

(E) SKYLIGHT TO

REMAIN

(E) SKYLIGHT TO

REMAIN

E

DEMO. GYP. BD.

CEILING

DEMO. GYP. BD.

CEILING

C

REMOVE (E) CEILING

MOUNTED

GYMNASTIC RINGS

REMOVE (E) CEILING

MOUNTED

SPEAKERS. RE:ELEC

REMOVE (E) CEILING

MOUNTED

SPEAKERS. RE:ELEC

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO LIGHT

FIXTURE. RE: ELEC.

DEMO CLG. AND

STRUCT. FOR NEW

EVAP. COOLING DUCT,

RE: STRUCT. AND MECH.

DEMOLITION OF (E)

CEILINGS, LIGHT

FIXTURES, & MECH.

DIFFUSERS TO BE

DONE BY

ABATEMENT

CONTRACTOR. NIC

DEMOLITION OF (E)

CEILINGS, LIGHT

FIXTURES, & MECH.

DIFFUSERS TO BE

DONE BY

ABATEMENT

CONTRACTOR. NIC

DEMOLITION OF (E)

CEILINGS, LIGHT

FIXTURES, & MECH.

DIFFUSERS TO BE

DONE BY

ABATEMENT

CONTRACTOR. NIC

DEMOLITION LEGEND

DASHED LINE INDICATES EXISTING

ELEMENT TO BE REMOVED,

RELOCATED OR MODIFIED; REFER TO

NOTATION ON DRAWING

SOLID LINE INDICATES EXISTING

ELEMENT TO REMAIN

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING DOOR TO REMAIN

1. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH ANY

PHASING REQUIRED TO COMPLETE THE WORK.

2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PARTITIONS AND

TEMPORARY DOORS AS DEEMED NECESSARY BY THE ARCHITECT,

ENGINEER AND OWNER. THEY SHALL BE WELL MAINTAINED AND ANY

DAMAGE REPAIRED IMMEDIATELY TO AVOID MIGRATION OF DUST INTO

ADJOINING AREAS.

3. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK IN

OCCUPIED SPACES. DEMOLITION WORK SHALL BE PERFORMED IN SUCH

A MANNER AS TO MINIMIZE DISRUPTIONS TO OCCUPANTS AND SPACES

TO REMAIN OCCUPIED. PROTECT EXISTING FLOOR FINISHES FROM

CONSTRUCTION TRAFFIC THROUGH OCCUPIED AREAS.

4. ALL DEMOLITION SHALL BE MADE CLEAN AND COMPLETE AND IN A

MANNER SUITABLE TO ACCEPT NEW FINISHES AND/OR SURFACES.

5. EXISTING WALL, FLOOR AND CEILING FINISHES TO REMAIN SHALL BE

PROTECTED FROM DAMAGE DUE TO DEMOLITION WORK. WHEN

DEMOLITION CAUSES DAMAGE TO FLOOR, WALL, OR CEILING SURFACES

THAT WILL REMAIN EXPOSED IN THE FINISHED WORK, SUCH DAMAGE

SHALL BE REPAIRED AS REQUIRED TO RECEIVE NEW FINISHES.

6. THE CONTRACTOR SHALL COVER AND PROTECT OWNER'S

EQUIPMENT WHICH CANNOT BE REMOVED FROM THE PROJECT AREA.

7. REMOVE ALL EXISTING WALL MOUNTED ITEMS WITHIN THE PROJECT

LIMIT AREA WHICH ARE NOT NOTED TO REMAIN. THE CONTRACTOR

SHALL DISPOSE OF THESE ITEMS AFTER INSPECTION BY THE OWNER

FOR FUTURE USE. IF ITEMS ARE REMOVED FROM WALLS THAT ARE TO

REMAIN, THE CONTRACTOR SHALL PATCH WALLS AS REQUIRED TO

RECEIVE NEW FINISHES AND SURFACES.

8. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL DEMOLITION INFORMATION ACCORDING TO EACH TRADE.

9. DEMOLITION FOR BUILDING SERVICES AND UTILITIES SHALL BE

PERFORMED BY THE TRADE RESPONSIBLE FOR THAT UTILITY.

OPENINGS FOR DEMOLISHED UTILITIES SHALL BE INFILLED BY TRADE

RESPONSIBLE FOR PIPING, DUCT OR CONDUIT DEMOLITION. OPENINGS

THROUGH FIRE-RATED CONSTRUCTION SHALL BE PATCHED TO MATCH

EXISTING CONSTRUCTION OR BE FIRESTOPPED.

10. WHERE EXTERIOR WALLS, DOORS AND/OR WINDOWS ARE TO BE

REMOVED OR MODIFIED, THE CONTRACTOR SHALL TAKE ALL

NECESSARY PRECAUTIONS TO ENSURE THAT THE EXISTING BUILDING

REMAINS WEATHER-TIGHT AND WITHOUT DRAFTS.

11. REMOVE EXISTING FLOOR AND BASE MATERIALS IN ALL AREAS

SCHEDULED TO RECEIVE NEW FLOOR AND BASE. REFER TO FINISH

DRAWINGS OR SCHEDULES. ALL FLOOR DEMOLITION TO REFER TO

'GENERAL DEMOLITION NOTE #4'.

12. REFERENCE LANDSCAPE AND CIVIL DRAWING IN PARK DESIGN

PACKGE FOR SITE DEMOLITION SCOPE.

13. REMOVE EXTERIOR SURFACE MOUNTED ELECTRICAL CONDUIT AND

MECHANICAL SYSTEMS ROUTING AND PATCH BACK WITHIN THE

EXTERIOR ENVELOPE.

14. SURVEILLANCE DEVICES SHALL BE REMOVED AND RE-INSTALLED BY

OWNER AS NEEDED TO COMPLETE BUILDING IMPROVMENTS.

15. OWNER TO REMOVE AND RE-INSTALL EXISTING SURVEILLANCE

EQUIPMENT AS NEEDED FOR CONTRACTOR TO COMPLETE PROJECT

SCOPE OF WORK.

16. CONTRACTOR TO REMOVE AND REPLACE ANY EXISTING ROOF

SECTIONS THAT ARE DAMAGED OR ROTTED.

DEMOLITION GENERAL NOTES

brsarch.com

Drawn By:

Checked By:

Project Number:

Sheet title:

Issue:

Date:

2018 Barker Rinker Seacat Architecture

Revisions:

©7 /2

/2

:5

:4

P

MC

R e vi t_ Lo ca l\

\A P

B -C e n tr a l_ a m a n d a sp e a r@ b rs a rc h .c o m

.r vt

A031

DEMOLITION RCP

KA

AS

2017.045.01

100%CD

07.20.18

A n d e rs o n P a rk

B u ild in g I m p ro ve m e n ts

F ie ld S t., W he at

R id ge ,C

O

1/8" = 1'-0"A031

FIRST FLOOR DEMO RCP1

N

GYM FFE

100' - 0"

POOL HOUSE FFE

101' - 6"

345 17

DEMO SKYLIGHT,

U.N.O.

DEMO ROOFING

ASSEMBLY

DEMO ROOF FASCIA

DEMO METAL PANEL

SIDING

DEMO METAL PANEL

SIDING

DEMO GUTTER &

DOWNSPOUTS

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

GYM FFE

100' - 0"

G F D

POOL HOUSE FFE

101' - 6"

J ABH E

DEMO METAL PANEL

SIDING

DEMO METAL PANEL

SIDING

DEMO SKYLIGHT,

U.N.O.

DEMO ROOF FASCIA

DEMO METAL PANEL

SIDING

DEMO ROOF FASCIA

DEMO ROOF FASCIA

(E) SKYLIGHT TO

REMAIN

DEMO ROOF FASCIA

DEMO FABRIC

CANOPY

DEMO ROOF FASCIA

DEMO GUTTER &

DOWNSPOUTS

DEMO GUTTER &

DOWNSPOUTS

DEMO GUTTER &

DOWNSPOUTS

DEMO GUTTER &

DOWNSPOUTS

DEMO GUTTER &

DOWNSPOUTS

DEMO ELEC. TAP BOX.

C

REMOVE AND

REPLACE

LOUVERED ROOF

VENTS, TYP.

REMOVE (E) CO2

VENT. PATCH &

REPAIR WALL.

GYM FFE

100' - 0"

POOL HOUSE FFE

101' - 6"

6 8

DEMO ROOF FASCIADEMO FABRIC

CANOPY

DEMO ROOF FASCIA

DEMO PORTION OF

WALL

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO DOOR AND

DOOR FRAME

DEMO WINDOW

REMOVE AND

REPLACE

LOUVERED ROOF

VENTS, TYP.

REMOVE (E)

SPEAKERS &

ASSOCIATED

CONDUIT.

GYM FFE

100' - 0"

GFD

POOL HOUSE FFE

101' - 6"

JA B HE

DEMO ROOF FASCIA

DEMO ROOF FASCIA

DEMO ROOF FASCIA

DEMO METAL PANEL

SIDING

DEMO SKYLIGHT,

U.N.O.

DEMO ROOF FASCIA

(E) SKYLIGHT TO

REMAIN

DEMO METAL PANEL

SIDING

DEMO METAL PANEL

SIDING

DEMO FABRIC

CANOPY

DEMO GUTTER &

DOWNSPOUTS

DEMO GUTTER &

DOWNSPOUTS

DEMO GUTTER &

DOWNSPOUTS

DEMO GUTTER &

DOWNSPOUTS

C

REMOVE AND

REPLACE

LOUVERED ROOF

VENTS, TYP.

1. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH ANY

PHASING REQUIRED TO COMPLETE THE WORK.

2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PARTITIONS AND

TEMPORARY DOORS AS DEEMED NECESSARY BY THE ARCHITECT,

ENGINEER AND OWNER. THEY SHALL BE WELL MAINTAINED AND ANY

DAMAGE REPAIRED IMMEDIATELY TO AVOID MIGRATION OF DUST INTO

ADJOINING AREAS.

3. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK IN

OCCUPIED SPACES. DEMOLITION WORK SHALL BE PERFORMED IN SUCH

A MANNER AS TO MINIMIZE DISRUPTIONS TO OCCUPANTS AND SPACES

TO REMAIN OCCUPIED. PROTECT EXISTING FLOOR FINISHES FROM

CONSTRUCTION TRAFFIC THROUGH OCCUPIED AREAS.

4. ALL DEMOLITION SHALL BE MADE CLEAN AND COMPLETE AND IN A

MANNER SUITABLE TO ACCEPT NEW FINISHES AND/OR SURFACES.

5. EXISTING WALL, FLOOR AND CEILING FINISHES TO REMAIN SHALL BE

PROTECTED FROM DAMAGE DUE TO DEMOLITION WORK. WHEN

DEMOLITION CAUSES DAMAGE TO FLOOR, WALL, OR CEILING SURFACES

THAT WILL REMAIN EXPOSED IN THE FINISHED WORK, SUCH DAMAGE

SHALL BE REPAIRED AS REQUIRED TO RECEIVE NEW FINISHES.

6. THE CONTRACTOR SHALL COVER AND PROTECT OWNER'S

EQUIPMENT WHICH CANNOT BE REMOVED FROM THE PROJECT AREA.

7. REMOVE ALL EXISTING WALL MOUNTED ITEMS WITHIN THE PROJECT

LIMIT AREA WHICH ARE NOT NOTED TO REMAIN. THE CONTRACTOR

SHALL DISPOSE OF THESE ITEMS AFTER INSPECTION BY THE OWNER

FOR FUTURE USE. IF ITEMS ARE REMOVED FROM…

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

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