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
| File | Type | Posted |
|---|---|---|
| Anderson_Pool_Design_(Addendum_#2_Revision).pdf | ||
| Anderson_Park_Pool_2023_Audit_-_FINAL.pdf | ||
| Anderson_Park_Survey_-TOPO-FINAL.pdf | ||
| Anderson_Pool_Replacement_Public_Engagement_Report_2025.pdf | ||
| Stamped_Anderson_Survey_2017.pdf | ||
| Plans_ANDERSON_PARK_POOL_RENOVATION_2008.pdf | ||
| Anderson_Pool_Slide_Foundations_Comparison.pdf | ||
| Anderson_Pool_Design.pdf | ||
| Sample_Billing_Form_-_Informational_Only.pdf | ||
| Sample_Agreement_-_Informational_Only.pdf | ||
| Sample_Billing_Form_-_Informational_Only.pdf | ||
| Sample_Agreement_-_Informational_Only.pdf |
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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
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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
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ABBREVIATIONS, SYMBOLS, AND
GENERAL NOTES
KA
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R id ge ,C
O
Rev. Date:
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EXTERIOR PERSPECTIVES
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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
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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
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CODE ANALYSIS PLAN
KA
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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
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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
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WALL TYPES, ROOF TYPES, FLOOR
TYPES
CD
AB
2017.045.01
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A n d e rs o n P a rk
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F ie ld S t., W he at
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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…
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