FMC North Greeley CDs - Log into PIX (Phipps Information Exchange)

Transcription

FMC North Greeley CDs - Log into PIX (Phipps Information Exchange)
PME ENGINEER
BUILDING OWNER
Christopher Kidd & Associates, LLC
Embree Construction Group, Inc.
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone: 262.901.0505
4747 Williams Drive
Georgetown, TX 78633
Contact : Jerry Frazier
-
Type of Project:
BUSINESS GROUP B
CLINIC - OUTPATIENT
DeNovo
Relocation
Expansion
Greenfield
Nocturnal
Above Habitable Space
CONSTRUCTION CLASSIFICATION :
-
TYPE VB
FIRE PROTECTION:
-
SMOKE DETECTION AND FIRE ALARM SYSTEM, DESIGN / BUILD PER CODE
FULLY SPRINKLERED, DESIGN / BUILD PER CODE
FIRE EXTINGUISHERS, LOCATED PER CODE
SITE ZONING :
-
C-H (COMMERCIAL HIGH INTENSITY)
Facility Room Space Standards
July 2013
NUMBER OF STORIES :
-
1 STORY
Standard Specifications
July 2013
BUILDING HEIGHT :
-
~24'-6" AT PEAK
Standard Details
July 2013
EXISTING PARKING :
-
21 STANDARD STALLS
4 ACCESSIBLE STALLS
FMC Family of Exterior Signage
January 2013
Color Materials Selection Form
July 2013
Contract Document Checklist
July 2013
RECS DOCUMENT
PROJECT SQUARE FOOTAGE
(INCIDENTAL STORAGE INCLUDES MED RECORDS, JANITOR CLOSET, WIRING CLOSET,
CLEAN SUPPLIES, SOILED UTILTY AND MED WASTE)
1/100 GSF AT BUSINESS AREA:
1/15 NSF AT ASSEMBLY AREA:
1/300 GSF AT INCIDENTAL STORAGE / MECHANICAL AREA:
TOTAL OCCUPANT LOAD AT CLINIC TENANT SPACE:
47
49
7
103
PLUMBING FIXTURE CALCULATIONS
RESPONSIBILITY SCHEDULE CERTIFICATION
I _______________________________________, architect of record certify that the FMC Project Responsibility Schedule is
shell building lease and consulting with the FMC Project Manager.
_________________________________________
Name
complete and project specific , after reviewing the
____________
Date
GENERAL
FMC'S WATER
CONTRACTOR
VENDOR
EXISTING
INSTALLED
FURNISHED
--
INSTALLED
FURNITURE
FURNISHED
01
INSTALLED
3
FURNISHED
--
INSTALLED
DIALYSIS MACHINES
FURNISHED
CRASH CART
01
INSTALLED
01
2
FURNISHED
1
--
4
01
HOYER LIFT
--
5
01
LOUNGE APPLIANCES
GC TO INSTALL MICROWAVE
6
01
MULTIFUNCTION PRINTER
--
7
01
NETWORK RACK
--
8
01
OXYGEN CONCENTRATORS
--
9
01
OXYGEN CYLINDER STORAGE CONTAINER
--
10
01
PHONE SYSTEM
--
11
01
RECESSED SCALE FRAME AND EQUIPMENT
--
12
01
RO AND SDS MONITORS
--
13
01
SECURITY SYSTEM
--
14
01
SDS AND GRANUFLO EQUIPMENT
--
15
01
TECH REPAIR VALVE BOX ASSEMBLY
--
16
01
TELEVISION/ ENTERTAINMENT SYSTEM
--
17
01
TIME CLOCK
--
18
01
VALVE PANELS
WATER VENDOR SHALL MAKE RO/SDS CONNECTIONS, GC SHALL
INSTALL PANELS IN CABINETS AND PLUMB DRAIN LINE
19
01
WATER TREATMENT EQUIPMENT
--
20
02
DUMPSTER ENCLOSURE AND PAD
--
21
03
SLAB
--
22
06
MILLWORK
--
23
06
PORTE COCHERE
--
24
06
TENANT DEMISING WALL
--
25
07
EXTERIOR WALL VAPOR BARRIER
--
26
07
WALL AND ROOF INSULATION
--
27
08
EXTERIOR DOORS
--
28
08
INNER VESTIBULE DOOR
--
29
09
EXTERIOR WALL GYPSUM BOARD
--
30
10
STAFF LOCKERS
--
31
10
TEMPORARY SITE SIGN
--
32
13
SPRINKLER SERVICE, RISER, BRANCH LINES
SEE PROJECT NOTE #17
33
15
BACKFLOW PREVENTER-DOMESTIC WATER
--
34
15
BACKFLOW PREVENTER-PROCESS WATER
--
35
15
CITY WATER SUPPLY TO BUILDING
--
36
15
DOMESTIC WATER HEATER
--
37
15
EMERGENCY WATER CONNECTION
--
38
15
HVAC DUCT WORK AND DAMPERS
--
39
15
HVAC UNITS
--
40
15
PLUMBING FIXTURES
--
41
15
PROCESS WATER HEATER
--
42
15
SANITARY SEWER LINE TO BUILDING
--
43
15
TEMPERATURE CONTROL SYSTEMS
--
44
15
UNDERSLAB PLUMBING
--
45
16
AUTOMATIC TRANSFER SWITCH
--
46
16
DATA CABLING
--
47
16
EXIT LIGHTING-EXTERIOR
--
48
16
EXIT LIGHTING AND SIGNS-INTERIOR
--
49
16
FIRE ALARM SYSTEM
--
50
16
GAS SUPPLY TO HVAC UNITS
--
51
16
GENERATOR
NOT APPLICABLE
52
16
GENERATOR ANNUNCIATOR
NOT APPLICABLE
53
16
INTERCOM SYSTEM
--
54
16
LIGHT FIXTURES
--
55
16
MAIN DISTRIBUTION PANEL
--
56
16
POWER SUPPLY TO HVAC UNITS
--
57
16
PRIMARY POWER TO BUILDING
--
58
16
RO AND SDS MONITOR WIRING
--
59
16
SITE LIGHTING
--
60
16
TELEPHONE CABLING AND JACKS
--
61
16
TELEVISION SYSTEM-COAX CABLES
FMC TV VENDOR TO MAKE ALL TERMINATIONS
62
16
TELEVISION SYSTEM-AUDIO CABLES
FMC TV VENDOR TO MAKE ALL TERMINATIONS
63
16
TIME CLOCK-CABLING
--
WATER CLOSET
OCCUPANTS
LAVATORIES
MEN
WOMEN
MEN
WOMEN
MEN
WOMEN
DRINKING
FOUNTAINS
BUSINESS = 47 OCCUPANTS
24
24
0.96
0.96
0.60
0.60
0.48
ASSEMBLY = 49 OCCUPANTS
25
25
0.20
0.38
0.13
0.13
0.10
STORAGE = 7 OCCUPANTS
4
4
0.04
0.04
0.04
0.04
0.01
53
1.20 (2)
1.38 (2)
0.77 (1)
0.77 (1)
0.59 (1)
53
TOTAL
1.
ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES.
2.
THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE A SET AND SHALL BE DISTRIBUTED INTACT. IF SETS ARE DISASSEMBLED TO OBTAIN BIDS FROM
SUB-CONTRACTORS, GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SUB-CONTRACTOR COORDINATION.
3.
DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE NOT INDICATED ON THE DRAWINGS OR CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM
THE ARCHITECT OR BID THE HIGHEST PRICED ALTERNATIVE.
4.
'PROVIDE' MEANS TO FURNISH AND INSTALL.
5.
PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING CONDITIONS, PRODUCTS TO BE USED, AND QUANTITIES REQUIRED. ALL CONTRACTORS ARE
REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS FOR ALL TRADES INCLUDING DIMENSIONS, CONFIGURATION, AND UTILITY SYSTEMS. BIDS SHALL REFLECT ALL
CONSTRUCTION NECESSARY TO COMPLETE THE WORK REQUIRED WITH CONSIDERATION GIVEN TO EXISTING CONDITIONS.
6.
CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND LOCAL AUTHORITIES.
7.
CONTACT STATE DIGGING HOTLINE FROM THE ONE CALL DIRECTORY PRIOR TO PERFORMING ANY UNDERGROUND UTILITY OR EXCAVATION WORK.
8.
GENERAL CONTRACTOR SHALL COORDINATE ALL SITE STAGING, DUMPSTER LOCATION, UTILITIES, EXCAVATION (WHERE APPLICABLE), ETC. WITH THE LANDLORD.
BUILDING :
2012 INTERNATIONAL BUILDING CODE WITH AMENDMENTS
9.
MECHANICAL CONTRACTOR SHALL INSTALL COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE
SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS.
PLUMBING :
2012 INTERNATIONAL PLUMBING CODE WITH AMENDMENTS
MECHANICAL:
2012 INTERNATIONAL MECHANICAL CODE WITH AMENDMENTS
ELECTRICAL :
2011 NATIONAL ELECTRICAL CODE WITH AMENDMENTS
FUEL/GAS:
2012 INTERNATIONAL FUEL GAS CODE WITH AMENDMENTS
ACCESSIBILITY :
2012 INTERNATIONAL BUILDING CODE (ICC/ANSI A117.1 - 2009)
FIRE/LIFE SAFETY:
2012 INTERNATIONAL FIRE CODE WITH AMENDMENTS
NFPA 101 LSC 2000
OTHER:
2010 FGI GUIDELINES
COMMENTS
CSI DIVISION
LANDLORD
ITEM #
FMC
FMC'S THIRD
PARTY
VENDOR
______________________________________
Name
10. PLUMBING CONTRACTOR SHALL INSTALL PLUMBING SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY
CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS.
11. ELECTRICAL CONTRACTOR SHALL INSTALL COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING THE NFPA
101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS.
12. CONTRACTOR SHALL COORDINATE KEY SCHEDULE WITH THE OWNER PRIOR TO PROJECT SPACE COMPLETION. CLEARLY MARKED KEYS WILL BE TURNED OVER TO OWNER'S
REPRESENTATIVE.
MINIMUM NUMBER OF PLUMBING FIXTURES (2012 INTERNATIONAL PLUMBING CODE, TABLE 403.1)
SEE PLUMBING FIXTURE CALCULATIONS FOR PROVIDED
WATER CLOSETS (MALE):
WATER CLOSETS (FEMALE):
WATER CLOSETS (UNISEX):
LAVATORIES (MALE):
LAVATORIES (FEMALE):
LAVATORIES (UNISEX):
DRINKING FOUNTAINS:
OTHER FIXTURES:
17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING THE DESIGN-BUILD OF THE FIRE SPRINKLER SYSTEM. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR
(FSC) SHALL DESIGN AND INSTALL A COMPLETE, FULLY OPERATIONAL, APPROVED, HYDRAULICALLY DESIGNED, CODE COMPLIANT - INCLUDING NFPA 13 (STANDARD FOR THE
INSTALLATION OF SPRINKLER SYSTEMS) AND NFPA 101 LIFE SAFETY CODE (SPECIFICALLY CHAPTER 20), AUTOMATIC FIRE SPRINKLER SYSTEM. FSC SHALL BE RESPONSIBLE FOR,
AS A MINIMUM, THE FOLLOWING REQUIREMENTS:
· FSC SHALL BE THE ENGINEER OF RECORD AS WELL AS THE CONTRACTOR FOR THE FIRE SPRINKLER SYSTEM AND ALL RELATED COMPONENTS
· FSC SHALL BE RESPONSIBLE FOR PERFORMING WATER FLOW TESTS, PREPARING SIGNED AND SEALED PLAN REVIEW AND INSTALLATION DRAWINGS, HYDRAULIC
CALCULATIONS, ENGINEERING, AND COORDINATING WITH EXISTING CONDITIONS AND WITH OTHER TRADES.
· SUBMIT ALL NECESSARY DOCUMENTS TO INSURANCE COMPANY AND OBTAIN APPROVAL AND NECESSARY PERMITS FROM STATE AND LOCAL AUTHORITIES HAVING
JURISDICTION.
· PRIOR TO SUBMITTING THE BID, FSC SHALL VISIT THE PROJECT SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. AS A RESULT OF HAVING VISITED THE
PREMISES, THE FSC SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE WORK AS IT RELATES TO SUCH CONDITIONS.
· PRIOR TO SUBMITTING BID, FSC SHALL VERIFY ACCURACY AND COMPLETENESS OF ELECTRICAL DRAWINGS AS THEY RELATE TO FIRE SPRINKLER SYSTEM ELECTRICAL
REQUIREMENTS. FSC SHALL NOTIFY ELECTRICAL ENGINEER OF ANY ADDITIONAL ELECTRICAL REQUIREMENTS IN ADVANCE OF BID SO THAT A BID ADDENDA CAN BE ISSUED.
SHOULD ELECTRICAL CHANGES TO ACCOMMODATE THE FIRE SPRINKLER SYSTEM BE NECESSARY AFTER CONTRACTS HAVE BEEN AWARDED, THE FIRE SPRINKLER
DESIGN-BUILD CONTRACTOR SHALL PAY FOR THE ADDITIONAL ELECTRICAL COSTS.
· ALL PIPING SHALL BE CONCEALED ABOVE CEILINGS OR IN WALLS IN ALL AREAS WITH CEILINGS AND IN AREAS CONSIDERED TO BE FINISHED SPACE. SPRINKLER HEADS
SHALL BE INSTALLED CENTERED IN 2' x 2' CEILING TILES AND IN CENTER OF 2' x 2' HALF OF 2' x 4' CEILING TILES.
· THE FSC AND THE GENERAL CONTRACTOR SHALL VERIFY THE HEIGHTS OF THE EXISTING SPRINKLER SYSTEM COMPONENTS, INCLUDING ALL MAIN LINES AND BRANCH
LINES, TO DETERMINE IF THE SPECIFIED CEILING HEIGHTS ARE POSSIBLE. IF NOT, THE WORK TO MOVE THE NECESSARY COMPONENTS TO ACHIEVE THE SPECIFIED
MINIMUM CEILING HEIGHTS SHALL BE INCLUDED IN THE BID.
· INSTALL DRY PIPE OR ANTI-FREEZE SYSTEMS IN ALL UNHEATED AREAS SUBJECT TO FREEZING, INCLUDING ATTIC SPACE. THE SPRINKLER SYSTEM SHALL BE A
COMBINATION WET/DRY SYSTEM IF REQUIRED.
PROVIDED: 2
PROVIDED: 2
PROVIDED: 1
PROVIDED: 2
PROVIDED: 2
PROVIDED: 1
PROVIDED: 2 (HI/LO FIXTURE)
PROVIDED: 1 SERVICE SINK
NFPA 101, LIFE SAFETY CODE 2000
CERTIFICATION
I______________________________, Architect of record certify that,
to the best of my knowledge and belief, the contract documents comply
with NFPA 101, Life Safety Code, Chapter 20 or 21 and all referenced
NFPA sections and codes
______________________________________
Name
____________
Date
A1
Bid / Plan Review Set Incorporating
Addendum #1 Dated: November 5, 2013
(Supercedes Bid / Plan Review Set
Dated: October 15, 2013)
DRAWING INDEX
15. FIRE CAULKING SHALL BE PERFORMED AND CERTIFIED BY A SINGLE SOURCE CONTRACTOR FOR PENETRATIONS OF STRUCTURAL, MECHANICAL, ELECTRICAL, AND
ARCHITECTURAL ELEMENTS.
16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING THE DESIGN/BUILD OF THE FIRE ALARM SYSTEM. LOCAL CERTIFIED FIRE ALARM CONTRACTOR (CFAC)
SHALL DESIGN FIRE ALARM SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND BUILDING STANDARDS INCLUDING THE NFPA 101 LIFE
SAFETY CODE (SPECIFICALLY CHAPTER 20). CFAC SHALL BE THE ENGINEER OF RECORD AS WELL THE CONTRACTOR FOR THE FIRE ALARM SYSTEM AND ALL RELATED
COMPONENTS. CFAC SHALL WARRANT COMPLETE COMPLIANCE WITH LOCAL FIRE MARSHAL. CFAC IS RESPONSIBLE FOR ALL INCIDENTAL COSTS RELATIVE TO THE COMPLETE
INSTALLATION OF THIS SYSTEM INCLUDING SYSTEM DESIGN, BATTERY CALCULATIONS, PLAN SUBMITTALS, FEES AND PERMITS.
NFPA CERTIFICATION
APPLICABLE CODES
13. FIRE EXTINGUISHERS SHALL BE LOCATED PER LOCAL, STATE AND FEDERAL CODES.
14. INTERIOR WALL AND CEILING FINISHES MUST COMPLY WITH CLASS A FIRE/SMOKE DEVELOPMENT IN SPACES LEADING TO AN EXIT AND ENCLOSED CORRIDORS, AND CLASS A IN
OFFICES. CONTRACTOR SHALL SUBMIT RECORDS AND DOCUMENTATION OF MATERIALS FIRE/SMOKE DEVELOPMENT CLASSIFICATION AT SUBMITTAL PHASE AND FOR THE
OWNER'S CLOSE OUT RECORDS.
REQUIRED: 2
REQUIRED: 2
REQUIRED: 0
REQUIRED: 1
REQUIRED: 1
REQUIRED: 0
REQUIRED: 1
REQUIRED: 1 SERVICE SINK
____________
Date
ARCHITECTURAL
ENGINEERING
T
A1.0
LS1.0
LS2.0
LS3.0
LS4.0
A2.0
A2.1
A2.2
A2.3
A2.4
A2.5
A2.6
A2.7
A2.8
A2.9
A4.0
A5.0
A6.0
A7.0
A7.1
A7.2
A8.0
A8.1
A8.2
A8.3
A8.4
A8.5
M1.0
M2.0
MECHANICAL SCHEDULES & DETAILS
MECHANICAL PLAN
P1.0
P2.0
P2.1
P2.2
P2.3
P2.4
P3.0
P3.1
PLUMBING SCHEDULES
WATER PLAN
WATER ISOMETRIC
DRAIN PLAN
DRAIN ISOMETRIC
PROCESS PIPING PLAN
PLUMBING DETAILS
PROCESS DETAILS
E1.0
E1.1
ELECTRICAL PANELS & SCHEDULES
ELECTRICAL RISER & MAIN DISTRIBUTION PANEL
E2.0
E2.1
E2.2
E4.0
E4.1
ELECTRICAL LIGHTING PLAN
ELECTRICAL POWER PLAN
ELECTRICAL COMMUNICATION PLAN
ELECTRICAL DETAILS
ELECTRICAL DETAILS
ME-1
REVERSE OSMOSIS PROCESS WATER
DISTRIBUTION SCHEMATIC (FOR REFERENCE ONLY)
TITLE SHEET
ARCHITECTURAL SITE PLAN (REFERENCE ONLY)
EVACUATION AND LIFE SAFETY PLAN
PARTITION TYPES AND DETAILS
WALL PENETRATION DETAILS
WALL PENETRATION DETAILS
FLOOR PLAN
DIMENSION PLAN
ENLARGED FLOOR PLANS
FLOOR FINISH PLAN
OWNER FURNISHED ITEMS PLAN
REFLECTED CEILING PLAN
ROOF PLAN (REFERENCE ONLY)
DOOR AND WINDOW SCHEDULES
ROOM FINISH SCHEDULES
DOOR HARDWARE SETS AND KEYING SCHEDULE
BUILDING SECTION (REFERENCE ONLY)
EXTERIOR WALL SECTIONS
INTERIOR ELEVATIONS
DETAILS
DETAILS
DETAILS
MILLWORK - MILLWORK KEY PLAN
MILLWORK - TREATMENT ROOM ELEVATIONS
MILLWORK - INTERIOR ELEVATIONS
MILLWORK - INTERIOR ELEVATIONS
MILLWORK - INTERIOR ELEVATIONS
MILLWORK - INTERIOR ELEVATIONS
(MILLWORK DRAWINGS PROVIDED BY OTHERS)
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
MHL
Checked By:
SBL
Date Drafted:
Project #:
10/11/2013
13049-02
A1
PROJECT NOTES
REVISION DATE
I _______________________________________, Architect of record
certify that to the best of my knowledge and belief, I have incorporated
to the fullest extent practical the latest revision of RECS Documents, as
noted above, into the Contract Documents; and that I have reviewed
the Contract Documents to ensure that they meet the requirements of
RECS Contract Document Checklist, which is available upon request.
7,281 GSF
TOTAL TENANT BUILD-OUT AREA:
USE
Other
4,628 GSF
732 NSF
1,921 GSF
BUSINESS AREAS:
ASSEMBLY AREAS:
INCIDENTAL STORAGE / MECHANICAL AREA:
OCCUPANT LOAD CALCULATIONS
RESPONSIBILITY SCHEDULE
Renovation
TITLE SHEET
SCALE: NONE
T
---
FMC Project Manager:
David McKean
OCCUPANCY CLASSIFICATION GROUP :
REVISION DESCRIPTION
CKA Senior Project Manager:
Sarah B. Less, AIA, A.L.A.
920 Winter Street
Waltham, MA 02451-1457
DATE
Corporate Headquarters
#
Christopher D. Kidd, AIA, ALA, RIBA
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone: 262.901.0505
THE SHELL BUILDING WILL BE CONSTRUCTED BY THE LANDLORD FOR FMC'S TENANT BUILD-OUT. ALL WORK DESIGNATED AS "EXISTING"
SHALL BE COMPLETED BY THE SHELL BUILDING CONTRACTOR PRIOR TO TURNOVER TO FMC AND SHOULD BE BID AS SUCH. DURING
CONSTRUCTION TI CONTRACTOR SHALL COORDINATE ALL WORK WITH LANDLORD AND FMC PROJECT MANAGER.
ZSH
Fresenius Medical Care, N.A.
CERTIFICATION THAT THE CONTRACT DOCUMENTS
CONFORM TO FRESENIUS MEDICAL CARE'S
DIALYSIS CLINIC STANDARDS
ADDENDUM #1
Christopher Kidd & Associates, LLC
THIS PROJECT INCLUDES THE TENANT BUILD-OUT OF APPROXIMATELY 7,281 GSF INTO A 17-CHAIR OUTPATIENT DIALYSIS CLINIC. THIS
CLINIC ALSO INCLUDES AN EXAM ROOM, LOUNGE, OFFICES, AND WATER TREATMENT, ETC. THE SCOPE OF WORK INVOLVES HVAC,
PLUMBING, AND ELECTRICAL WORK.
11/05/2013
BUILDING TENANT
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
ARCHITECT
FMC Location #8830-1
1212 9th Street
Greeley, CO 80631
PROJECT SITE
FMC CERTIFICATION
FMC - North Greeley
PROJECT INFORMATION
PROJECT TEAM
Proposed Dialysis Clinic for:
LOCATION MAPS
Architects and Engineers
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
Christopher Kidd & Associates, LLC
FMC - North Greeley
EXISTING BIKE RACK
EXISTING SIDEWALK
EXISTING DO NOT
ENTER SIGNAGE
EXISTING GREEN
SPACE (TYPICAL)
EXISTING POLE
MOUNTED LIGHTING
(TYPICAL)
EXISTING MONUMENT SIGN
EXISTING
GREEN
SPACE
(TYPICAL)
EXISTING POLE
MOUNTED LIGHTING
(TYPICAL)
EXISTING SIDEWALK
Proposed Dialysis Clinic for:
EXISTING HC
PARKING
EXISTING WHEEL
STOPS
EXISTING POLE
MOUNTED LIGHTING
(TYPICAL)
EXISTING GAS METER
EXISTING ELECTRIC METER
EXISTING ELECTRICAL
PANELS AND
DISCONNECTS
EXISTING CURB AND
GUTTER AS INDICATED
EXISTING SERVICE
VEHICLE SIGNAGE
STAFF
ENTRANCE
SPRINKLER ROOM
ENTRANCE
EXISTING SIDEWALK
EXISTING SLOPED CONCRETE
DELIVERY
ENTRANCE
EXISTING PARKING
EXISTING HC PARKING
SIGNAGE (TYPICAL)
FMC - NORTH GREELEY
7,281 GSF
EXISTING PARKING
EXISTING SIDEWALK
EXISTING SLOPED
CONCRETE
EXISTING SIDEWALK
EXISTING LOADING AREA
EXISTING
CONCRETE DRAIN
PAN
EXISTING CONCRETE
TRANSFORMER PAD
EXISTING TRASH
ENCLOSURE
EXISTING PORTABLE
GENERATOR LOCATION
EXISTING POLE MOUNTED
LIGHTING (TYPICAL)
EXISTING
FENCELINE
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
7'-0"
4 1/2"
WHITE LETTERING APPLIED
TO PAINTED SIGN PANEL TO
MATCH 3M MATTE WHITE
7725-20
TOP VIEW
Checked By:
SBL
Date Drafted:
10/15/2013
Project #:
13049-02
5"
TEMPORARY SITE SIGNAGE
SCALE:
3/4" = 1'-0"
LOCATION PHONE NUMBER
(3M MATTE WHITE
7725-20)TO BE PROVIDED
BY FMC PROJECT MGR
4 X 4 PRESSURE TREATED
POST PAINTED TO MATCH
MATTHEWS 281-342SP
--REVISION DESCRIPTION
NOTE:
1. EXISTING CONDITIONS HAVE NOT BEEN FIELD
VERIFIED AND CHRISTOPHER KIDD & ASSOCIATES
DOES NOT GUARANTEE THE ACCURACY OF THE SITE
PLAN DRAWING. CONTRACTOR SHALL ASSUME
RESPONSIBILITY FOR VERIFYING THE EXISTING
CONDITIONS.
2. PROVIDE TEMPORARY SITE SIGNAGE AT A LOCATION
AGREED UPON BY THE FMC PROJECT MANAGER AND
GENERAL CONTRACTOR. VERIFY LOCATION MEETS
ALL REQUIRED LOCAL CODES. SEE DETAIL #3 ON
THIS SHEET FOR SIGN INFORMATION.
DATE
NOTE:
FMC LOGO, LETTERING AND LAYOUT
LETTERING MUST COMPLY WITH FMC
VISUAL IDENTITY STANDARDS AS
INDICATED IN THE "FMC VISUAL
IDENTITY GUIDE - AUGUST 2012"
1/2" MDO BOARD
PAINTED TO MATCH
3M SULTAN BLUE
3630-157
#
6'-0"
3"
8"
MATTE FINISH ALUMINUM
APPLIED TO FACE OF MDO
BOARD - TO MATCH 3M
MATTE WHITE 7725-20
FRONT VIEW
AT-11
MHL
TRIANGLE, "FRESENIUS
MEDICAL CARE" AND CLINIC
LOCATION IN 3M SULTAN
BLUE 3630-157 SIGN VINYL
CLINIC LOCATION NAME
SHALL BE PROVIDED BY
FMC PROJECT MANAGER
1
Drafted By:
1/2" MDO BOARD PAINTED
TO MATCH 3M SULTAN
BLUE 3630-157
2'-0 1/2"
8"
ALLEY
3'-4 1/2"
13TH AVENUE
EXISTING PARKING
EXISTING FDC
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
EXISTING SIDEWALK
CLINIC PATIENT
ENTRANCE
EMERGENCY EXIT
EXISTING CURB AND
GUTTER AS INDICATED
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
EXISTING SIDEWALK
Architects and Engineers
Christopher Kidd & Associates, LLC
9TH STREET
ARCHITECTURAL SITE PLAN
SCALE: 3/32" = 1'-0"
(REFERENCE ONLY)
A1.0
SYMBOL LEGEND
E
E
E
-
E
GENERAL NOTES
-
-
E
NIGHT LIGHT WITH
EMERGENCY BACKUP
(EGRESS)
E
ALL WALLS TO BE WALL TYPE 'B' UNLESS NOTED
OTHERWISE, SEE SYMBOL LEGEND FOR WALL TYPE
SYMBOL AND LS2.0 FOR WALL TYPE DETAILS
E
FIRE EXTINGUISHERS LOCATED PER CODE
CEILING MOUNTED 1x4
LIGHT WITH EMERGENCY
BACKUP (EGRESS)
SUSPENDED 1x4 LIGHT
WITH EMERGENCY
BACKUP (EGRESS)
-
FIRE ALARM VISUAL
F
-
FIRE ALARM
AUDIO/VISUAL
FIRE/SMOKE BARRIER
-
1-HR FIRE RATED
BARRIER
FAAP
-
FIRE ALARM
ANNUNCIATOR
-
2-HR FIRE RATED
BARRIER
FACP
-
FIRE ALARM CONTROL
PANEL
-
EXIT TRAVEL DISTANCE
-
SINGLE FACE EXIT SIGN
-
PARTITION TYPE SYMBOL
(SEE SHEET LS2.0)
-
DOUBLE FACED EXIT SIGN
-
DIRECTIONAL EXIT SIGN
-
WALL MOUNTED FIRE
EXTINGUISHER
-
FEC
-
SEMI RECESSED FIRE
EXTINGUISHER CABINET
EMERGENCY EGRESS
LIGHT BATTERY UNIT
S
-
SMOKE DETECTOR
H
-
HEAT DETECTOR
EXTERIOR WALL
MOUNTED 2 BULB
EMERGENCY EGRESS
LIGHT
CM
-
CARBON MONOXIDE
DETECTOR
-
EXIT SIGN WITH
EMERGENCY EGRESS
LIGHT
E
THE CONSTRUCTION OF THE CLINIC SHALL MEET BOTH
THE LIFE SAFETY CODE AND INTERNATIONAL BUILDING
CODE REQUIREMENTS (TYPE VB CONSTRUCTION)
V
-
FE
LIGHT WITH EMERGENCY
BACKUP (EGRESS)
FIRE ALARM PULL
STATION
SMOKE PARTITION
X
SUSPENDED 1x4 NIGHT
LIGHT WITH EMERGENCY
BACKUP (EGRESS)
-
F
-
NIGHT LIGHT WITH
EMERGENCY BACKUP
(EGRESS)
CEILING MOUNTED 1x4
NIGHT LIGHT WITH
EMERGENCY BACKUP
(EGRESS)
WALL MOUNTED LIGHT
WITH EMERGENCY
BACKUP (EGRESS)
EXIT
-
EXTERIOR CANOPY
MOUNTED SINGLE BULB
EMERGENCY EGRESS
LIGHT
-
EGRESS ROUTE
SMOKE DETECTION AND FIRE ALARM SYSTEM DESIGN/BUILD PER CODE
SPRINKLER SYSTEM - DESIGN/BUILD PER CODE
TOTAL SQUARE FOOTAGE OF BUILDING ~ 7,281 GSF
42" BREAKAWAY EXIT WIDTH
(MAXIMUM CAPACITY: 263
PEOPLE)
BUSINESS AREAS: (4,628 GSF) = 100 SF GROSS PER
OCCUPANT = 47 OCCUPANTS
ASSEMBLY AREAS: (732 NSF) = 15 SF NET PER
OCCUPANT = 49 OCCUPANTS
P
EXIT
V
E
L6
E
VESTIBULE
100
S
E
D
SEPARATION
ROOM
109
S
F
F J
E
PATIENT
TOILET
103
TREATMENT
ROOM
108
TYP
B
UNO
V
S
E
℄
WAITING
ROOM
101
42" DOOR
S
S
PREP
SINK
111
NURSE
STATION
110
PATIENT
PREP
107
S
℄
V
L
D
CM
PREP
SINK
112
S
E
S
MED
PREP
113
℄
WHEELCHAIR
STORAGE
114
PREP
SINK
115
℄
℄
V
℄
S
S
℄
NURSE
STATION
117
E
E
E
RECEPTION
105
V
℄
E
L1E
COATS
104
℄
F
V
E
36" DOOR
E
℄
S
E
CONFERENCE
ROOM
123
S
V
L6
E
E
℄
℄
PREP
SINK
116
℄
℄
A
E
J
MEDICAL
RECORDS
106
E
P
℄
LAB
PREP
119
E
E
D
E
S
E
A
36" DOOR
S
L6
V
DOCTOR /
EXAM
124
CORRIDOR
121
F
V
MAX TRAVEL
DISTANCE: 95'
B6
FEC
D6
D6
V
F
V
S
PATIENT
TOILET
118
D
D
42" DOOR
CORRIDOR
122
B6
S
E
S
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
E
P
E
V
E
PHONE
DATA
136
CLINIC
MANAGER
120
E
V
PSDS/
GRANUFLO
138
S
D
STAFF
LOUNGE
130
CLEAN
SUPPLIES
139
D
BPW
S
MULTI-PURPOSE
OFFICE
125
V
E
E
WATER
TREATMENT
137
S
L7E
E
S
C
E
V
C
SOILED
UTILITY
140
V
H
L
S
C
D
Copyright 2013
Drafted By:
MHL
Checked By:
SBL
Date Drafted:
10/15/2013
Project #:
F
CM
D
A
A
S
E
C
E
E
STAFF
LOCKERS
126
V
STAFF
SHOWER
129
D6
V
TECH
REPAIR
131
D
C
WATER
HEATER
135
JANITOR
CLOSET
V
141
S
MECHANICAL/
STORAGE
134
F
---
S
13049-02
REVISION DESCRIPTION
TRAVEL DISTANCE ALLOWED: 300'
TRAVEL DISTANCE PROVIDED: 95'
E
E
S
D
S
B6
D
D
MAX TRAVEL
DISTANCE: 57'
S
S
C
E
L6
STAFF
TOILET
127
V
V
EXIT
EX
F
F
STAFF
TOILET
128
36" EXIT DOOR
(MAXIMUM CAPACITY:
223 PEOPLE)
E
D6
SPRINKLER
ROOM
132
ELECTRICAL
ALCOVE
133
S
D
S
V
D
MED
WASTE
142
FE
F
F
C
EXIT
#
E
DATE
TOTAL MAX. OCCUPANT LOAD = 103
EXITS REQUIRED: 2
EXITS PROVIDED: 4
F
F FE
EXIT
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
PATIENT
TOILET
102
V
D
Proposed Dialysis Clinic for:
INCIDENTAL STORAGE/MECH. (1,921 GSF) = 300 SF GROSS
PER OCCUPANT = 7 OCCUPANTS
48" EXIT DOOR
(MAXIMUM
CAPACITY: 303
PEOPLE)
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
-
LIGHT WITH EMERGENCY
BACKUP
Christopher Kidd & Associates, LLC
-
E
Architects and Engineers
(NOT ALL SYMBOLS NECESSARILY USED)
(2) 36" EXIT DOORS
(MAXIMUM CAPACITY:
453 PEOPLE)
P
EVACUATION AND LIFE SAFETY PLAN
SCALE: 1/4" = 1'-0"
LS1.0
EXISTING ROOF DECK ABOVE
CONTRACTOR TO VERIFY CONST. TYPE
EXISTING ROOF DECK ABOVE
CONTRACTOR TO VERIFY CONST. TYPE
NEW GYPSUM BOARD (DENS ARMOR
PLUS WALLBOARD WHERE REQUIRED)
OVER VAPOR BARRIER TO UNDERSIDE
OF STRUCTURE ABOVE. HOLD GYPSUM
BOARD 1/4" ABOVE CONCRETE SLAB,
PROVIDE SEALANT AND BACKER ROD
FINISH FLOOR
ELEV = 100'-0"
NOTES:
1. DENSARMOR PLUS WALLBOARD
REQUIRED AT ALL TOILET
ROOMS, LOUNGE "WET WALL"
AREAS, AND ALL WALL AREAS
ADJACENT TO SINKS
THROUGHOUT.
EXISTING SLAB ON GRADE
EXISTING FOUNDATION WALL
3" = 1'-0"
SCALE:
1 1/2" = 1'-0"
NOTE:
1.
FIRE RETARDANT BLOCKING IS
REQUIRED FOR ALL WALL MOUNTED/
WALL HUNG ITEMS.
2.
ALL WOOD BLOCKING AND
BACKING MUST BE FIRE RETARDANT,
TREATED AND FACTORY STAMPED.
TAPE AND JOINT COMPOUND
OVER JOINT REINFORCEMENT
5/8" GYPSUM BOARD
ON METAL STUDS
5/8" GYPSUM BOARD ON
METAL STUDS (SEE WALL
TYPE FOR STUD SIZE)
HOLD GYP. BOARD 1/2" FROM SLIPTRACK
SYSTEM, PROVIDE CONTINUOUS SEALANT
OF ELASTOMERIC FIRE STOP FROM TOP OF
GYP. BOARD TO STRUCTURE ABOVE. FILL
EXPOSED FLUTES AND VOIDS WITH
FIRE-SAFING INSULATION.
SOUND BATT INSULATION
NOTES:
1. DENSARMOR PLUS WALLBOARD
REQUIRED AT ALL TOILET ROOMS,
LOUNGE "WET WALL" AREAS, AND
ALL WALL AREAS ADJACENT TO
SINKS THROUGHOUT.
2. PROVIDE CONTROL JOINTS IN
GYPSUM BOARD AT 30'-0" OC
MAXIMUM, SEE SPECIFICATION
MANUAL SECTION 09260 FOR
MORE INFORMATION
3. CONTRACTOR SHALL VERIFY
LIMITING HEIGHTS OF METAL
STUDS WITH MANUFACTURER
PRIOR TO COMPLETION OF BIDS.
CONTRACTOR SHALL PROVIDE
THICKER GAUGE STUD/TIGHTER
SPACING AS REQUIRED.
4. SEE DETAIL #10 ON THIS SHEET
FOR PARTITION HEAD
ANCHORAGE, TYPICAL AT ALL
PARTITIONS.
SOUND BATT INSULATION
1-LAYER 5/8" TYPE 'X' GYPSUM BOARD
(DENS ARMOR PLUS WHERE REQUIRED)
EACH SIDE OVER 3-5/8"-20 GA STEEL
FRAMING AT 16" OC MAXIMUM, HOLD
GYPSUM BOARD 1/4" ABOVE CONCRETE
SLAB, PROVIDE SEALANT AND BACKER ROD
BASE AS SCHEDULED
.177 X 1" MINIMUM SHOT-IN
ANCHOR AT 24" OC MAXIMUM
SEALANT EACH SIDE
VERIFY FLOOR CONSTRUCTION
3-5/8"-20 GA STEEL STUD BRACING
AT 48" OC, ALTERNATE SIDES
(4) #8 x 1/2" METAL SCREWS,
BRACING TO RUNNER
SOUND BATT INSULATION
CEILING AS SCHEDULED
1-LAYER 5/8" TYPE 'X' GYPSUM BOARD
(DENS ARMOR PLUS WHERE REQUIRED)
EACH SIDE OVER 3-5/8"-20 GA STEEL
FRAMING AT 16" OC MAXIMUM, HOLD
GYPSUM BOARD 1/4" ABOVE CONCRETE
SLAB, PROVIDE SEALANT AND BACKER ROD
BASE AS SCHEDULED
.177 X 1" MINIMUM SHOT-IN
ANCHOR AT 24" OC MAXIMUM
SEALANT EACH SIDE
FINISH FLOOR
ELEV = 100'-0"
FINISH FLOOR
ELEV = 100'-0"
D
PARTITION 'D'
SCALE:
OPTION: EXTEND STEEL STUD TO
STRUCTURE AT 4'-0" OC MAXIMUM
CEILING AS SCHEDULED
'D6' DENOTES
6" METAL STUD
4
BOTTOM OF STRUCTURE ABOVE
±13'-11' A.F.F. (VIF)
BOTTOM OF STRUCTURE ABOVE
±13'-11' A.F.F. (VIF)
VERIFY FLOOR CONSTRUCTION
DASHED LINE
REPRESENTS
SMOKE PARTITION
D6
PARTITION 'A'
D
1
1 1/2" = 1'-0"
SCALE:
A
1 1/2" = 1'-0"
EXISTING ROOF DECK ABOVE
CONTRACTOR TO VERIFY CONST. TYPE
3/4" PLYWOOD BLOCKING EXTEND
FROM 3'-0" TO 7'-0" AFF WHERE
INDICATED THROUGHOUT SET
EXISTING WOOD ROOF STRUCTURE
(FIELD VERIFY EXISTING CONSTRUCTION)
ANCHOR STEEL STUDS TO EXISTING
STRUCTURE OR 2X BLOCKING BETWEEN
TRUSSES 24" O.C.
7"
PROVIDE 2 X BLOCKING BETWEEN
EXISTING STRUCTURE, AS REQUIRED
TOP OF CAP
ELEV. = SEE A2.0
EXISTING BATT INSULATION, INFILL
ANY VOIDS
5" NOMINAL WALL
THICKNESS TYPICAL
UNLESS NOTED OTHERWISE
12
WOOD BLOCKING (SEE WALL
TYPE FOR BLOCKING SIZE
TYPICAL PARTITION INTERSECTION
SCALE:
PROVIDE 3 1/2" TUBE STEEL SUPPORTS
SECURED TO CONCRETE SLAB WITH
CONCRETE EXPANSION BOLTS AT 4'-0" OC
AND AT ENDS OF LONG PARTIAL-HEIGHT WALL
RUNS - POSITION TO LIMIT INTERFERENCE
WITH PLUMBING AND ELECTRICAL RUNS.
3" = 1'-0"
8
SCALE:
BOTTOM OF STRUCTURE ABOVE
±13'-11' A.F.F. (VIF)
OPTION: EXTEND STEEL STUD TO
STRUCTURE AT 4'-0" OC MAXIMUM
3" = 1'-0"
NOTES:
1. DENSARMOR PLUS WALLBOARD
REQUIRED AT ALL TOILET
ROOMS, LOUNGE "WET WALL"
AREAS, AND ALL WALL AREAS
ADJACENT TO SINKS
THROUGHOUT.
2. PROVIDE CONTROL JOINTS IN
GYPSUM BOARD AT 30'-0" OC
MAXIMUM, SEE SPECIFICATION
MANUAL SECTION 09260 FOR
MORE INFORMATION
3. CONTRACTOR SHALL VERIFY
LIMITING HEIGHTS OF METAL
STUDS WITH MANUFACTURER
PRIOR TO COMPLETION OF BIDS.
CONTRACTOR SHALL PROVIDE
THICKER GAUGE STUD/TIGHTER
SPACING AS REQUIRED.
4. SEE DETAIL #10 ON THIS SHEET
FOR PARTITION HEAD
ANCHORAGE, TYPICAL AT ALL
PARTITIONS.
.177 X 1" MINIMUM SHOT-IN
ANCHOR AT 24"OC MAXIMUM
1-LAYER 5/8" TYPE 'X' GYPSUM BOARD
(DENS ARMOR PLUS WHERE REQUIRED)
EACH SIDE 3-5/8"-20 GA STEEL FRAMING AT
16" OC MAXIMUM, HOLD GYPSUM BOARD
1/4" ABOVE CONCRETE SLAB, PROVIDE
SEALANT AND BACKER ROD
PLYWOOD BLOCKING DETAIL
1-HOUR RATED CEILING
(CEILING MEMBRANE GA FILE NO. 610-02)
SEALANT EACH SIDE
FINISH FLOOR
ELEV = 100'-0"
VERIFY FLOOR CONSTRUCTION
5
SMOKE PARTITION
PROTECT ALL OPENINGS AND PENETRATIONS
(MED RECORDS, SOILED UTILITY, MED WASTE,
JANITOR, WIRING CLOSET AND STORAGE WALLS)
5" NOMINAL WALL
THICKNESS
TYPICAL U.N.O.
SCALE:
1 1/2" = 1'-0"
NOTES:
1. STENCILS SHALL BE APPLIED TO EACH AND EVERY RATED WALL IN THE FACILITY.
2. SOME JURISDICTIONS MAY HAVE A SPECIFIC HEIGHT REQUIREMENT FOR THE LETTERING
AND SPACING, ADJUST ACCORDINGLY.
3. SOME JURISDICTIONS MAY HAVE A SPECIFIC WORDING/PHRASING REQUIREMENTS FOR
THE STENCIL, ADJUST ACCORDINGLY.
4. STENCILS SHALL BE APPLIED SO THAT THE BOTTOM OF THE LETTERS ARE 6" ABOVE THE
CEILING GRID AND AT EVERY 10'-0" ON CENTER ALONG THE LENGTH OF THE WALL.
5. WHERE THERE IS NOT A CEILING GRID, STENCILS SHALL BE APPLIED 10'-0" AFF, AND AT
EVERY 10'-0" ON CENTER ALONG THE LENGTH OF THE WALL.
SEE FLOOR PLANS FOR
PARTITION TYPE
2
SCALE:
3" = 1'-0"
AG-22
SCALE:
EXISTING BATT INSULATION, INFILL
ANY VOIDS
NOTES:
1. DENSARMOR PLUS WALLBOARD
REQUIRED AT ALL TOILET ROOMS,
LOUNGE "WET WALL" AREAS, AND
ALL WALL AREAS ADJACENT TO
SINKS THROUGHOUT.
2. PROVIDE CONTROL JOINTS IN
GYPSUM BOARD AT 30'-0" OC
MAXIMUM, SEE SPECIFICATION
MANUAL SECTION 09260 FOR
MORE INFORMATION.
3. CONTRACTOR SHALL VERIFY
LIMITING HEIGHTS OF METAL
STUDS WITH MANUFACTURER
PRIOR TO COMPLETION OF BIDS.
CONTRACTOR SHALL PROVIDE
THICKER GAUGE STUD/TIGHTER
SPACING AS REQUIRED.
4. SEE DETAIL #10 ON THIS SHEET
FOR PARTITION HEAD
ANCHORAGE, TYPICAL AT ALL
PARTITIONS.
EX. R-30 BLOWN-IN INSULATION
EX. 6 MIL. VAPOR BARRIER
LINE OF STRUCTURE ABOVE
EX. (2) LAYERS 5/8" TYPE 'X'
GYPSUM BOARD (1-HOUR FIRE
RATED MEMBRANE GA FILE NO.
610-02)
FRAMING SCREWS (TYPICAL)
5/8" DEFLECTION GAP
SLIPTRACK SYSTEM
SLOTTED TRACK
(4) #8 x 1/2" METAL SCREWS,
BRACING TO RUNNER
LINE OF STRUCTURE ABOVE
EX. (2) LAYERS 5/8" TYPE 'X'
GYPSUM BOARD (1-HOUR FIRE
RATED MEMBRANE GA FILE NO.
610-02)
3" = 1'-0"
NOTES:
1. DENSARMOR PLUS WALLBOARD
REQUIRED AT ALL TOILET ROOMS,
LOUNGE "WET WALL" AREAS, AND
ALL WALL AREAS ADJACENT TO
SINKS THROUGHOUT.
2. PROVIDE CONTROL JOINTS IN
GYPSUM BOARD AT 30'-0" OC
MAXIMUM, SEE SPECIFICATION
MANUAL SECTION 09260 FOR
MORE INFORMATION
3. CONTRACTOR SHALL VERIFY
LIMITING HEIGHTS OF METAL
STUDS WITH MANUFACTURER
PRIOR TO COMPLETION OF BIDS.
CONTRACTOR SHALL PROVIDE
THICKER GAUGE STUD/TIGHTER
SPACING AS REQUIRED.
4. SEE DETAIL #10 ON THIS SHEET
FOR PARTITION HEAD
ANCHORAGE, TYPICAL AT ALL
PARTITIONS.
BATT INSULATION
CEILING AS SCHEDULED
BASE AS SCHEDULED
.177 X 1" MINIMUM SHOT-IN
ANCHOR AT 24" OC MAXIMUM
SEALANT EACH SIDE
VERIFY FLOOR CONSTRUCTION
FINISH FLOOR
ELEV = 100'-0"
6
PARTITION 'L'
SCALE:
1 1/2" = 1'-0"
L
B
B6
1-HOUR RATED CEILING
(CEILING MEMBRANE GA FILE NO. 610-02)
'L6' DENOTES
6" METAL STUD
EX. 6 MIL. VAPOR BARRIER
SCALE:
FINISH FLOOR
ELEV = 100'-0"
EXISTING BATT INSULATION, INFILL
ANY VOIDS
3-5/8"-20GA STEEL STUD BRACING
AT 48" OC, ALTERNATE SIDES
EX. R-30 BLOWN-IN INSULATION
10
SEALANT EACH SIDE
PROVIDE 2 X BLOCKING BETWEEN
EXISTING STRUCTURE, AS REQUIRED
BOTTOM OF STRUCTURE ABOVE
±13'-11' A.F.F. (VIF)
PARTITION HEAD ANCHORAGE
.177 X 1" MINIMUM SHOT-IN
ANCHOR AT 24" OC MAXIMUM
ANCHOR STEEL STUDS TO EXISTING
STRUCTURE OR 2X BLOCKING BETWEEN
TRUSSES 24" O.C.
OPTION: EXTEND STEEL STUD TO
STRUCTURE AT 4'-0"OC MAXIMUM
STEEL STUD
PARTITION BRACING
BASE AS SCHEDULED
EXISTING WOOD ROOF STRUCTURE
(FIELD VERIFY EXISTING CONSTRUCTION)
PROVIDE 2 X BLOCKING BETWEEN
EXISTING STRUCTURE, AS REQUIRED
3/4" = 1'-0"
STUD WALL
WIDTH VARIES
1-LAYER 5/8" TYPE 'X' GYPSUM BOARD
(DENS ARMOR PLUS WHERE REQUIRED)
EACH SIDE OVER 3-5/8"-20 GA STEEL
FRAMING AT 16" OC MAXIMUM, HOLD
GYPSUM BOARD 1/4" ABOVE CONCRETE
SLAB, PROVIDE SEALANT AND BACKER ROD
EXISTING ROOF DECK ABOVE
CONTRACTOR TO VERIFY CONST. TYPE
ANCHOR STEEL STUDS TO EXISTING
STRUCTURE OR 2X BLOCKING BETWEEN
TRUSSES 24" O.C.
6"
SCALE:
SOUND BATT INSULATION
1 1/2" = 1'-0"
EXISTING WOOD ROOF STRUCTURE
(FIELD VERIFY EXISTING CONSTRUCTION)
SMOKE PARTITION STENCIL
1 1/4"
13
9
CEILING AS SCHEDULED
PARTITION 'B'
1-HOUR RATED CEILING
(CEILING MEMBRANE GA FILE NO. 610-02)
TYPICAL PARTITION CORNER
SOUND BATT INSULATION
'B6' DENOTES
6" METAL STUD
EXISTING ROOF DECK ABOVE
CONTRACTOR TO VERIFY CONST. TYPE
TAPE AND JOINT COMPOUND
OVER CORNER REINFORCEMENT
(4) #8 x 1/2" METAL SCREWS,
BRACING TO RUNNER
VERIFY FLOOR CONSTRUCTION
3" (TYPICAL)
5/8" GYPSUM BOARD
ON METAL STUDS
CORNER BEAD AND
JOINT COMPOUND
PARTITION 'J'
J
3-5/8"-20GA STEEL STUD BRACING
AT 48" OC, ALTERNATE SIDES
L6
3
PARTITION 'C'
SCALE:
Copyright 2013
Drafted By:
MHL
BOTTOM OF STRUCTURE ABOVE
±13'-11' A.F.F. (VIF)
Checked By:
SBL
HOLD GYP. BOARD 1/2" FROM
SLIPTRACK SYSTEM, PROVIDE
CONTINUOUS SEALANT FROM TOP OF
GYP. BOARD TO STRUCTURE ABOVE.
Date Drafted:
10/15/2013
Project #:
13049-02
BATT INSULATION
CEILING AS SCHEDULED
1-LAYER 5/8" TYPE 'X' GYPSUM
BOARD (DENS ARMOR PLUS WHERE
REQUIRED) EACH SIDE OVER
3-5/8"-20 GA STEEL FRAMING AT 16"
OC MAXIMUM, HOLD GYPSUM BOARD
1/4" ABOVE CONCRETE SLAB,
PROVIDE SEALANT AND BACKER ROD
BASE AS SCHEDULED
.177 X 1" MINIMUM SHOT-IN
ANCHOR AT 24" OC MAXIMUM
SEALANT EACH SIDE
VERIFY FLOOR CONSTRUCTION
FINISH FLOOR
ELEV = 100'-0"
C
1 1/2" = 1'-0"
PARTITION TYPES AND DETAILS
SCALE: VARIES
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
---
SEE FLOOR PLANS FOR
PARTITION TYPE
SOLID SURFACE CAP
PROVIDED BY OWNER'S
MILLWORK VENDOR
6"
TAPE AND JOINT
COMPOUND OVER CORNER
REINFORCEMENT
DATE
SCALE:
7
PARTITION 'P'
P
NOTES:
1. DENSARMOR PLUS WALLBOARD
REQUIRED AT ALL TOILET ROOMS,
LOUNGE "WET WALL" AREAS, AND
ALL WALL AREAS ADJACENT TO
SINKS THROUGHOUT.
2. CONTROL JOINTS IN GYPSUM
BOARD SHALL BE 30'-0" OC
MAXIMUM, SEE SPECIFICATION
MANUAL SECTION 09260 FOR MORE
INFORMATION.
3. CONTRACTOR SHALL VERIFY
LIMITING HEIGHTS OF METAL
STUDS WITH MANUFACTURER
PRIOR TO COMPLETION OF BIDS.
CONTRACTOR SHALL PROVIDE
THICKER GAUGE STUD/TIGHTER
SPACING AS REQUIRED.
4. SEE DETAIL #16 ON THIS SHEET
FOR PARTITION HEAD ANCHORAGE,
TYPICAL AT ALL PARTITIONS.
5. PROVIDE SMOKE SEALS FOR
SMOKE PARTITION - VERIFY
LOCATION ON PLANS. ALL
PENETRATIONS THROUGH SMOKE
PARTITIONS SHALL BE FILLED WITH
A MATERIAL THAT IS CAPABLE OF
MINIMIZING THE TRANSFER OF
SMOKE AND PROTECTED BY AN
APPROVED DEVICE THAT IS
DESIGNED FOR THE SPECIFIC
PURPOSE. EQUIVALENT TO STI
SMOKE ‘N’ SOUND SEALANT.
1-HOUR RATED CEILING
(CEILING MEMBRANE GA FILE NO. 610-02)
#
11
1-HOUR RATED CEILING
(CEILING MEMBRANE GA FILE NO. 610-02)
EXISTING BRICK VENEER
BASE AS SCHEDULED
SMOKE PARTITION/
FIRE BARRIER INTERSECTION
VERIFY EXISTING CONSTRUCTION
OF EXTERIOR WALL
EXISTING BATT INSULATION, INFILL
ANY VOIDS
REVISION DESCRIPTION
SMOKE
PARTITION/
FIRE
BARRIER
5" NOMINAL WALL
THICKNESS TYPICAL
UNLESS NOTED OTHERWISE
EXISTING BATT INSULATION, INFILL
ANY VOIDS
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
TAPE AND JOINT COMPOUND
OVER CORNER REINFORCEMENT
NEW CEILING AS SCHEDULED
EXISTING LOW MAINTENANCE FIBER
CEMENT SIDING
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
NON-RATED
PARTITION
PROVIDE 2 X BLOCKING BETWEEN
EXISTING STRUCTURE, AS REQUIRED
PROVIDE 2 X BLOCKING BETWEEN
EXISTING STRUCTURE, AS REQUIRED
Architects and Engineers
NEW 1-HOUR RATED CEILING
(CEILING MEMBRANE GA FILE NO. 610-02)
SMOKE PARTITION/
FIRE BARRIER
5/8" TYPE 'X' GYPSUM BOARD ON
METAL STUDS
EXISTING LOW MAINTENANCE FIBER
CEMENT FASCIA TRIM
Proposed Dialysis Clinic for:
5/8" TYPE 'X' GYPSUM
BOARD ON METAL STUDS
ANCHOR STEEL STUDS TO EXISTING
STRUCTURE OR 2X BLOCKING BETWEEN
TRUSSES 24" O.C.
ANCHOR STEEL STUDS TO EXISTING
STRUCTURE OR 2X BLOCKING BETWEEN
TRUSSES 24" O.C.
6"
NEW R-30 BLOWN IN INSULATION
18.5" MAX DEPTH AND 6 MIL
VAPOR BARRIER
TAPE AND JOINT COMPOUND
OVER JOINT REINFORCEMENT
EXISTING WOOD ROOF STRUCTURE
(FIELD VERIFY EXISTING CONSTRUCTION)
EXISTING WOOD ROOF STRUCTURE
(FIELD VERIFY EXISTING CONSTRUCTION)
Christopher Kidd & Associates, LLC
BOTTOM OF STRUCTURE ABOVE
±13'-11' A.F.F. (VIF)
LS2.0
System No. W-L-2088
System No. W-L-7008
System No. W-L-1146
May 23, 2005
F Ratings – 1 and 2 Hr (See Item 1)
T Ratings – 0, 1 and 2 Hr (See Item 2)
June 15, 2005
F Rating – 1 & 2 Hr (See Item 1)
T Ratings – 0 Hr
September 03, 2004
F Ratings – 1 and 2 Hr (See Item 1)
T Rating – 0 Hr
1A
3
A
1A
2
2
3B
A
1A
3A
A
1B
Through Penetrants – One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space
for max 1-1/4 in. (32 mm) diam pipe or conduit shall be min 0 in. (point contact) to max 7/8 in. (0 mm to max 22 mm). The annular space for pipe or conduit
larger than nom 1-1/4 in. (32 mm). diam shall be min 1/2 in. to max 1 in. (13 mm to max 25 mm). Pipe or conduit to be rigidly supported on both sides of
wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used:
A. Polyvinyl Chloride (PVC) Pipe – Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed
(process or supply) or vented (drain, waste or vent) piping system.
B. Polyvinyl Chloride (PVC) Pipe – Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply)
piping system.
C. Chlorinated Polyvinyl Chloride (CPVC) Pipe – Nom 3 in. (76 mm) diam (or smaller) SDR 11 CPVC pipe for use in closed (process or supply)
piping systems.
D. Rigid Nonmetallic Conduit++ – Nom 3 in. (76 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the
National Electrical Code (NFPA No 70).
E. Electrical Nonmetallic Tubing (ENT)++ – Nom 1 in. (25 mm) diam (or smaller) ENT formed of PVC, installed in accordance with Article 331 of
the National Electrical Code (NFPA No. 70).
2
3
A
1.
1.
2.
3.
T Rating
Hr
1/2 to 3 (13 to 76)
1
c
1
1/2 to 1-1/4 (13 to 32)
1
v
1
1/2 to 1-1/4 (13 to 32)
2
c
2
1/2 to 1-1/4 (13 to 32)
2
v
1
2 (51)
1
v
0
2 (51)
2
v
0
Wall Assembly – The 1 and 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the
individual U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs – Wall framing shall consist of steel channel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Additional 3-1/2
in. (89 mm) wide steel studs shall be used to completely frame opening.
B. Gypsum Board* – Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max size of opening to
be 1216 sq in. (188.5 cm2) with a max dimension of 38 in. (965 mm).
The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
The hourly T Rating is dependent on the hourly rating of the wall assembly, the pipe or conduit size and whether the pipe is intended for use as
a closed or vented system, as shown in the following table.
Closed (c) or
Vented (v)
SECTION A-A
SECTION A-A
F.
Acrylonitrile Butadiene Styrene (ABS) Pipe – Nom. 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for
use in closed (process or supply) or vented (drain, waste or vent) piping systems.
Wall Assembly
Rating Hr
1B
4
See Rigid Nonmetallic Condui t (DZKT) and Electrical Nonmetallic Tubing (FKHU) categories in the UL Electrical Construction Equipment Directory for
names of manufacturers.
Nom Pipe Diam In. (mm)
3.
Through Penetran t – Nom 36 by 30 in. (914 by 762 mm) (or smaller) No. 24 gauge (or heavier) galv steel duct to be installed either concentrically or
eccentrically within the firestop system. An annular space of min 0 in. (0 mm) (point contact) to max 2 in. (51 mm) is required within the firestop system.
Steel duct to be rigidly supported on both sides of floor or wall assembly.
Firestop System – The details of the firestop system shall be as follows:
A. Packing Material (Optional) – Polyethylene backer rod, mineral wool batt insulation or fiberglass batt insulation friction-fit into annular space for 2
hr rated wall assemblies only. Packing material to be recessed from both surfaces of wall to accommodate the required thickness of fill material
(Item 3B).
B. Fill, Void or Cavity Material* – Caulk or Sealant – Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with
both
surfaces of wall assembly. At the point contact location between duct and wallboard, a min 1/4 in. (6 mm) diam bead of sealant shall be applied at
the wallboard/duct interface on both surfaces of wall assembly.
Fill, Void or Cavity Materials* – Caulk, Sealant or Putty – Min thickness of 5/8 in. and 1-1/4 in. (16 mm and 32 mm) of caulk or putty for 1 and 2 hr rated
wall assemblies, respectively, applied within annulus between pipe or conduit and periphery of the opening, flush with both surfaces of wall assembly. At
the point contact location between pipe or conduit and gypsum board, a min 1/2 in. (13 mm) diam bead of caulk or putty shall be applied at the pipe or
conduit/wallboard interface on both surfaces of wall assembly.
C. Retaining Angles – Min 16 gauge galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap wall surfaces of a min of 1 in. (25 mm).
Angles attached to duct on both sides of wall with min 1/2 in. (13 mm) long, No. 10 (or larger) sheet metal screws spaced a max of 1 in. (25 mm)
from each end of duct and spaced a max of 6 in. (152 mm) OC.
* Bearing the UL Classification Marking
Wall Assembly – The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the
individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in. (51 mm by 102 mm)
lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs are used
and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the
vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 in. to 6 in. (102 to 152 mm) wider and 4
in. to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is centered in the opening, a 2 in. to
3 in. (51 mm to 76 mm) clearance is present between the penetrating item and the framing in all four sides.
B. Gypsum Board* – The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the
individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm) for steel stud walls. Max diam
of opening is 14-1/2 in. (368 mm) for wood stud walls.
The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
2.
Through Penetrant – One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space
between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (point contact) to max 2 in. (0 mm to 51 mm). Pipe, conduit or tubing to be
rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:
A. Steel Pipe – Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
B. Iron Pipe – Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class
50 (or heavier) ductile iron pressure pipe.
C. Conduit – Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing
D. Copper Tubing – Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing
E. Copper Pipe – Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.
3.
Fill, Void or Cavity Materials* – Caulk or Sealant – Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of
wall. Min 1/2 in. (13 mm) diam bead of caulk applied to the penetrant/wallboard interface at the point contact location onboth sides of wall.
3M COMPANY – CP 25WB+ caulk or FB-3000 WT sealant
3M COMPANY – CP 25WB+, IC 15WB+ caulk, FB-3000 WT sealant or MP+ Stix putty
(Note: CP 25WB+ not suitable for use with CPVC pipes.)
1B
A
3M COMPANY – CP 25WB+ caulk or FB-3000 WT sealant.
* Bearing the UL Classification Mark
This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory.
This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory.
+++ Bearing the UL Listing Mark.
* Bearing the UL Classification Marking
This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory.
5
NON-METALLIC PIPE PENETRATION DETAIL
SCALE : N.T.S.
3
HVAC DUCT PENETRATION DETAIL
1
SCALE : N.T.S.
METALLIC PIPE PENETRATION DETAIL
SCALE : N.T.S.
System No. W-L-3032
System No. W-L-5040
System No. W-L-8010
September 07, 2004
(Formerly System No. 590)
F Ratings – 1 and 2 Hr(See Item 1)
T Rating – 0 and 1/4 Hr (See Item 3F)
L Rating At Ambient – 76 CFM/sq ft
L Rating At 400 F – 7 CFM/sq ft
September 07, 2004
F Ratings – 1 and 2 Hr (See Item 1)
T Ratings – 1/4, 1/2 and 3/4 Hr (See Item 2)
May 19, 2005
F Ratings – 1 & 2 Hr (See Item 1)
T Ratings – 1/4, 3/4, 1, 1-1/2 and 1-3/4 Hr (See Items 2 & 3)
1A
A
4
1A
A
1A
1B
4
2
5
5
5
1B
4
4
A
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
2.
Wall Assembly – The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the
individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in. (51 mm by 102mm)
lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* – Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Diam of opening
shall be 7/8 in. (22 mm) larger than the outside diam of nonmetallic pipe or conduit (Item 2).
The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
1.
Architects and Engineers
SECTION A-A
Christopher Kidd & Associates, LLC
2
Proposed Dialysis Clinic for:
A
3
4
4
3B
3
1.
2.
3A.
3
Wall Assembly – The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the
individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in. (51 mm to max 102 mm)
lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-5/8 in. (92 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* – Nom 5/8 in. (16 mm) thick gypsum board, as specified in the individual Wall and Partition Design. Max area of opening is
65-1/4 sq in. (421 cm2) with max dimension of 14-1/2 in. (368 mm).
The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly.
Through Penetrants – A max of four pipes, conduits or tubing to be installed within the opening. The space between pipes, conduits or tubing shall be min
1/2 in to max 1-5/16 in. (13 mm to max 33 mm). The space between pipes, conduits or tubing and periphery of opening shall be min 1-3/16 in. (30 mm) for
uninsulated copper tubes and copper pipes (Items 2C and 2D) and 0 in. (point contact) for insulated copper tubes and copper pipes and uninsulated steel
pipes and conduit (Item 2B). The space between pipes, conduits or tubing and periphery of opening shall be max 1-5/16 in. (33 mm). Pipe, conduit or
tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:
A. Steel Pipe – Nom 2 in. (51 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.
B. Conduit – Nom 2 in. (51 mm) diam (or smaller) steel electrical metallic tubing or steel conduit.
C. Copper Tubing – Nom 2 in. (51 mm) diam (or smaller) Type L (or heavier) copper tubing.
D. Copper Pipe – Nom 2 in. (51 mm) diam (or smaller) Regular (or heavier) copper pipe.
When uninsulated steel pipe or conduit is used, T Rating is 3/4 hr and 1-1/2 hr for 1 and 2 hr rated assemblies, respectively .
When uninsulated copper tubing or pipe is used, T Rating is 1/4 hr for both 1 and 2 hr rated assemblies.
Pipe Covering* (Optional) – Nom 1 in. (25 mm) hollow cylindrical heavy density glass fiber units jacketed on the outside with an all service jacket.
Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape
supplied with the product.
2
2
Tube Insulation – Plastics # (Optional) – Nom 3/4 in. (19 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form
of tubing.
B.
2.
3.
See Plastics (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation
material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used.
When tube insulation is used on all through penetrants, T Rating is 3/4 hr and 1-1/2 hr for 1 and 2 hr rated assemblies, respectively.
4.
5.
3
4
SECTION A-A
1.
Wall Assembly – The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the
individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC.
Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC.
Gypsum Board* – Nom 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, number of layers, fastener type and sheet
orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening in wallboard layers is 7 in.
The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a 2 hr fire rated wall.
Through Penetrants – One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be
rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used:
A. Steel Pipe – Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. When steel pipe is used, T Rating is 3/4 hr.
B. Copper Tubing – Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. T Rating is 3/4 hr for copper tubing of nom 2 in. diam and
smaller. For copper tubing greater than nom 2 in. diam, T Rating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated
walls,
respectively.
C. Copper Pipe – Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. T Rating is 3/4 hr for copper pipe of nom 2 in. diam and smaller.
For copper pipe greater than nom 2 in. diam, T Rating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated wall respectively.
Pipe Insulation – Plastics# – Nom 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. The
annular space between the insulated pipe and the edge of the through opening shall be min zero in. (point contact) to max 1-1/4 in.
See Plastics# (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation
material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used.
Fill, Void or Cavity Material* – Caulk or Sealan t – Min 5/8 in. or 1-1/4 in. (16 mm or 32 mm) thickness of fill material, for 1 or 2 hr walls, respectively,
applied within the annulus, flush with both surfaces of wall. At point contact locations, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the
wall/pipe and wall/pipe insulation interface on both surfaces of wall.
3M COMPANY – CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant
4.
Fill, Void or Cavity Materials* – Wrap Strip (Not Shown) – Min one layer of 2 in. (51 mm) wide, nom 1/4 in. (6 mm) thick intumescent elastomeric material
faced on one side with aluminum foil, required only when tube insulation (Item 3B) is used in 2 hr rated assemblies. Wrap strip tightly wrapped around tube
insulation (foil side exposed) within the opening on both sides of the wall, flush with both surfaces of the wall assembly.
3M COMPANY – FS-195+
* Bearing the UL Classification Marking
2
1B
SECTION A-A
A
See Pipe and Equipment Covering – Materials* (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering
material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed
Index of 50 or less may be used.
When pipe covering is used on all through penetrants, T Rating is 1 hr and 1-3/4 hr for 1 and 2 hr rated assemblies, respectively.
3B.
A
1B
Fill, Void or Cavity Materials* – Caulk or Sealant – Min 5/8 in. thickness of caulk applied within the annular space, flush with each surface of wall. A min
1/2 in. diam bead of caulk shall be applied to the pipe insulation/ wallboard interface at the point contact location on both sides of wall.
1. Wall Assembly – The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the
individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC
with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-1/2 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC.
B. Gypsum Board* – 5/8 in. thick, 4ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and
sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 6 in.
The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a 2 hr fire rated wall.
2. Steel Sleeve – Cylindrical sleeve fabricated from min 0.019 in. thick (28 gauge) galv sheet steel and having a min 2 in. lap along the longitudinal seam.
Length of steel sleeve to be equal to thickness of wall plus approx 7/8 to 1 in. such that, when installed, the ends of the sleeve will project approx 7/16 to 1/2
in. beyond the surface of the wall on each side of the wall assembly. Sleeve installed by coiling the sheet steel to diam smaller than the max 6 in. diam
through openings, inserting the coil through the openings and releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers.
3. Cables – Aggregate cross-sectional area of cables in opening to be min 8 percent to max 36 percent of the cross-sectional area of the sleeved opening in
wall. Cables to be rigidly supported on both sides of wall assembly. The space between cables and periphery of opening shall be min 1/4 in. to max 2-1/2 in.
Min separation between Armored Cables and/or Metal-Clad Cables (Item 3F) and between Armored Cables and/or Metal-Clad Cables and all other types of
cables shall be 1/4 in. Any combination of the following types and sizes of copper conductor cable may be used:
A. Max 350 kcmil single conductor power cables; cross-linked polyethylene (XLPE) insulation.
B. Max 200 pair No. 24 AWG conductor telecommunication cables; polyvinyl chloride (PVC) insulation and jacket.
C. Max 7/C No. 2/0 AWG multi conductor power and control cables; XLPE or PVC insulation with XLPE or PVC jacket.
D. Max 3/C No. 2/0 AWG cables; PVC insulation and jacket.
E. Max 6/94 Fiber Optic (F.O.) cable; PVC insulation and jacket.
F. Max four copper conductor No. 2/0 AWG (or smaller) aluminum or steel Armored Cable or Metal-Clad Cable Classified as a Through Penetrating
Product. The T Rating is 0 Hr when armored cables or metal-clad cables are used.
Copyright 2013
Drafted By:
MHL
Checked By:
SBL
Date Drafted:
10/15/2013
Project #:
13049-02
See Through Penetrating Product* (XHLY) Category in the Fire Resistance Directory for names of manufacturers. Any aluminum or steel Armored Cable
or Metal-Clad Cable Classified as a Through Penetrating Product meeting the above specifications may be used.
4. Packing Material – Min 1 in. thickness of mineral wool batt insulation firmly packed into steel sleeve on both sides of the wall assembly as permanent forms.
Packing material to be recessed min 1 in. from end of steel sleeve (min 1/2 in. from surface of gypsum wallboard) on both sides of wall assembly.
5. Fill, Void or Cavity Material* – Caulk or Sealant – Min 1 in. thickness of fill material applied within the annulus, flush with both ends of the steel sleeve. A
nom 1/4 in. diam continuous bead of caulk shall be applied around the circumference of the steel sleeve at its egress from the gypsum wallboard layers on
both sides of the wall assembly.
3M COMPANY – CP 25WB+ caulk or FB-3000 WT sealant
3M COMPANY – CP 25WB+ caulk or FB-3000 WT sealant
* Bearing the UL Classification Marking
This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory.
This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory.
2
# Bearing the UL Recognized Component Mark
* Bearing the UL Classification Marking
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
---
SECTION A-A
REVISION DESCRIPTION
2
DATE
A 3B
CABLE PENETRATION DETAIL
#
3A
SCALE : N.T.S.
This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory.
6
COMBINATION MATERIAL PENETRATION DETAIL
SCALE : N.T.S.
4
INSULATED PIPE PENETRATION DETAIL
SCALE : N.T.S.
WALL PENETRATION DETAILS
SCALE: NONE
LS3.0
System No. C-AJ-1292
System No. W-L-4004
March 05, 2007
F Rating – 3 Hr
T Rating – 0 Hr
L Rating At Ambient – Less Than 1 CFM/sq ft
L Rating At 400 F – 2 CFM/sq ft
W Rating – Class 1
May 19, 2005
F Rating – 2 Hr
T Ratings – 0, 1/2 and 1 Hr (See Items 1A and 3)
1A
4
5
5
4
2
3
2
4B
3
7
4A
A
3
A.
4.
A.
B.
When the clearance between the cable tray and the framing is less than 2 in. (51 mm), the T Rating is 0 hr.
B.
Through Penetrants – One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The
annular space shall be min 1/2 in. (13 mm) to max 2-3/8 in. (60 mm) Pipe, conduit or tubing to be rigidly supported on both sides of floor or
wall assembly. The following types of pipe, conduit or tubing may be used:
Steel Pipe – Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
B. Conduit – Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit.
C. Copper Tubing – Nom 3 in. (76 mm) diam (or smaller) Type M (or heavier) copper tubing.
D. Iron Pipe – Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe.
2.
Cable Tray – Max 24 in. (610 mm) wide by max 4 in. (102 mm) deep open ladder steel or aluminum cable tray. Cable tray to consist of
channel-shaped side-rails with boxed channel rungs spaced 9 in. (229 mm) OC. Cable tray centered in framed opening and rigidly supported on both sides of
wall assembly.
3.
Cables – Aggregate cross-sectional area of cables in cable tray not to exceed 32 percent of the cross-sectional area of the cable tray based on a max 3 in.
(76 mm) cable loading depth within the cable tray. Any combination of the following types and sizes of copper conductor cables may be used:
A. Max 350 kcmil single-conductor power cables; cross-linked polyethylene (XLPE) insulation.
B. Max No. 2/0 AWG multiconductor power and control cables; XLPE insulation, XLPE or polyvinyl chloride (PVC) jacket.
C. Max No. 12 AWG multiconductor power and control cables; XLPE insulation, XLPE or PVC jacket.
D. Max 7C No. 12 AWG (or smaller) multi conductor power and control cables; XLPE insulation, XLPE or polyvinyl chloride (PVC) jacket.
E. Max No. 18 AWG RG 6/U coaxial cable with PVC insulation and jacket.
F. Max 1-10/125 Fiber Optic (F.O.) cable with PVC insulation and jacket.
Firestop System – The firestop system shall consist of the following:
Packing Material – Min 3-3/4 in. (95 mm) thickness of min 4 pcf (64 kg/m ³) mineral wool batt insulation firmly packed into opening
as a permanent form so that the width of the wool is compressed at least 50 percent. Packing material to be recessed from top surface of floor or from
both surfaces of wall as required to accommodate the required thickness of fill material.
Fill, Void or Cavity Material* – Sealant – Min 1/4 in. (6 mm) thickness of sealant applied within the annulus, flush with the top
surface of floor or with both surfaces of wall.
When cables A and B are used in steel cable tray, T Rating is 0 hr.
When cables A and B are used in aluminum cable tray, T Rating is 1/2 hr.
When cables C, D, E and F are used in steel cable tray, T Rating is 1/2 hr.
When cables C, D, E and F are used in aluminum cable tray, T Rating is 1 hr.
3M COMPANY – FB-1000 NS, FB-1003SL or FB-3000 WT
*Bearing the UL Classification Mark
4.
This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory.
2
Gypsum Board* – Two layers of nom 5/8 in. (16 mm) thick gypsum board, as specified in the individual Wall and Partition Design.
METALLIC PIPES - FLOOR DETAIL
SCALE : N.T.S.
Fill, Void or Cavity Materials* – Intumescent Sheet – Rigid aluminum foil-faced sheet with galv steel sheet backer. Sheets cut to tightly follow the contours
of the cables around the entire perimeter of the cable tray and cable fill. Sheets cut to lap a min of 2 in. (51mm) on the wall on all sides of the opening on both
sides of the wall. Prior to installation, a min 1/4 in. (6 mm) diam bead of caulk (Item 7) or a nom 1/8 by 1/2 in. (3.2 by 13 mm) ribbon of putty (Item 7A) shall be
applied as a gasket approx 1 in. (25 mm) from and on all sides of the through opening. Sheet to be installed with the galv steel sheet backer exposed
(aluminum foil facing against wall surface) and secured to steel framing, through gypsum board layers, with min 1/4 in. (6 mm) diam by 2-1/4 in. (57 mm) long
steel screws in conjunction with min 1-1/4 in. (32 mm) diam steel fender washers. Max spacing of fasteners not to exceed 6 in. (152 mm) with additional
fasteners located on each side of batted seams or slits made to permit installation of the sheet around the cable tray.
3M COMPANY – Type CS-195+
5.
Steel Cover Strip – Min 2 in. (51 mm) wide strip of min 0.020 in. (.51 mm) thick (26 gauge) galv steel centered over entire length of each butted seam or slit
made in the intumescent sheet (Item 5). Prior to installation of the steel strip, the seam or slit in the intumescent sheet shall be covered with a nom 1/4 in. (6
mm) diam bead of caulk (Item 7) or a nom 1/8 by 1/2 in. (3.2 by 13 mm) ribbon of putty (Item 7A). Steel cover strip secured to galv steel sheet backer of
intumescent sheet with steel sheet metal screws or steel rivets spaced max 3 in. (76 mm) OC on each side of seam or slit.
6.
Fill, Void or Cavity Materials* – Graphite Seal, Caulk, Sealant or Putty – One layer of 1/2 in. x 1/16 in. (13 mm by 1.6 mm) adhesive
backed graphite intumescent seal positioned under intumescent sheet around entire perimeter of through opening or min 1/4 in. (6 mm)
diam continuous bead of caulk or putty applied to edge of intumescent sheet at its interface with surface of floor or wall around entire
perimeter of through opening. Caulk applied to fill all interstices between cables and between cables and wrap strip (Item 4). Caulk depth to be min 2 in. (51
mm) within confines of wrap strip on both sides of floor or wall assembly. Generous application of caulk to be applied around the base of the cable tray
side-rails and contour applied wrap strips at their egress from the intumescent sheet on both sides of the wall assembly. Caulk also applied to cover all
exposed edges of wrap strips to a min thickness of 1/8 in. (3.2 mm).
3M COMPANY – E-FIS or Ultra GS seal, CP 25WB+ caulk, MP+ Stix putty, IC 15WB+ caulk or FB-3000 WT sealant
6A.
Fill, Void or Cavity Materials* – Putty – As an alternate to the caulk (Item 6) when steel cable tray is used, nom 1/4 in. (6 mm) thick by 2 in. (51 mm) wide
strips of moldable putty shall be applied to follow the contours of the cable fill on the top and bottom of the cable tray prior to installation of the intumescent
sheets (Item 5). Moldable putty strips installed to project approx 7/8 in. (22 mm) beyond each face of the intumescent sheet on each side of the wall assembly.
After installation of the intumescent sheets, putty pressed into cable fill and against intumescent sheet to fill all openings. Nom 1/2 in. (13 mm) diam "ropes" of
putty applied around cable tray side-rail members at their egress from the intumescent sheet and pressed into the intersections. A min 1/8 in. (3.2 mm)
thickness of putty shall be applied to cover the short lengths of wrap strip installed to fill the channel of the steel cable tray side-rails.
3M COMPANY – MP+ Stix
*Bearing the UL Classification Marking
This material was extracted and drawn from the 2007 edition of the UL Fire Resistance Directory.
1
CABLE TRAYS - WALL DETAIL
SCALE : N.T.S.
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
MHL
Checked By:
SBL
Date Drafted:
10/15/2013
Project #:
13049-02
---
Sleeves – (Optional) – The following sleeves may be used:
Metallic Sleeve – Nom 6 in. (152 mm) diam (or smaller) steel Schedule 40 (or heavier) pipe cast or grouted into floor or wall assembly,
flush with floor or wall surfaces. As an alternate, nom 6 in. (152 mm) diam (or smaller) sleeve fabricated from nom 0.019 in.
(0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces.
B. Nonmetallic Sleeve – Nom 6 in. (152 mm) diam (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe cast or grouted into floor or
wall assembly, flush with floor or wall surfaces.
Wall Assembly – The fire-rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual
U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features:
A. Steel Studs – Steel studs to be min 3-5/8 in. (92 mm) wide and spaced max 24 in. (610 mm) OC. The opening in the wall to accommodate the cable
tray (Item 2) shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end.
The framed opening in the wall shall be min 1/2 in. (13 mm) to max 6 in. (152 mm) wider and higher than the width and height of the cable tray such that,
when the cable tray is centered in the opening, a 1/4 to 3in. (6 to 76 mm) clearance is present between the cable tray and the framing on all four sides.
REVISION DESCRIPTION
2.
A.
1.
DATE
Floor or Wall Assembly – Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m ³)
concrete. Wall may also be constructed of any UL Classified Concrete Blocks* . Max diam of opening is 6 in. (152 mm).
See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.
SECTION A-A
#
1.
6
A
SECTION A-A
3.
7
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
7
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
2
1B
5
Architects and Engineers
4A
A
1
Christopher Kidd & Associates, LLC
3
4B
Proposed Dialysis Clinic for:
2
1B
1A
A
WALL PENETRATION DETAILS
SCALE: NONE
LS4.0
#
DATE
REVISION DESCRIPTION
---
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
Checked By:
Date Drafted:
Project #:
FLOOR PLAN
SCALE: 1/4" = 1'-0"
HW
JS
10/15/2013
13049-02
A2.0
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
Proposed Dialysis Clinic for:
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
Architects and Engineers
Christopher Kidd & Associates, LLC
#
DATE
REVISION DESCRIPTION
---
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
Checked By:
Date Drafted:
Project #:
DIMENSION PLAN
SCALE: 1/4" = 1'-0"
HW
JS
10/15/2013
13049-02
A2.1
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
Proposed Dialysis Clinic for:
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
Architects and Engineers
Christopher Kidd & Associates, LLC
#
DATE
REVISION DESCRIPTION
---
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
ENLARGED FLOOR PLANS
SCALE: 1/2" = 1'-0"
Drafted By:
HW
Checked By:
RH
Date Drafted:
Project #:
10/15/2013
13049-02
A2.2
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
Proposed Dialysis Clinic for:
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
Architects and Engineers
Christopher Kidd & Associates, LLC
#
DATE
REVISION DESCRIPTION
---
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
FLOOR FINISH PLAN
SCALE: 1/4" = 1'-0"
Drafted By:
HW
Checked By:
RH
Date Drafted:
Project #:
10/15/2013
13049-02
A2.3
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
Proposed Dialysis Clinic for:
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
Architects and Engineers
Christopher Kidd & Associates, LLC
LEGEND SYMBOL LEGEND
WRC
PATIENT
TOILET
102
WRC
WRC
WRC
WRC
ET
V
DM
WRC
DM
DPC
VESTIBULE
100
DM
DPC
DM
DPC
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
- MULTI-FUNCTION COPIER
- ROOM NAME / NUMBER
- MICROWAVE
- MEDICAL WASTE CONTAINER
- NURSE STATION CHAIR
- REVISION REFERENCE MARK
X - OXYGEN CONCENTRATOR
- OFFICE CHAIR
- OFFICE GUEST CHAIR
- PHONE/DATA
- SMOKE RACK
PARTITION
- PROJECTOR
- PAPER SHREDDER BOX
- PORTABLE
RO WATER
MACHINE
- FIRE/SMOKE
BARRIER
- ROLLING STOOL
- FMC ULTRACARE SCOREBOARD
- IN-FLOOR
SCALE
- 1-HRPATIENT
FIRE RATED
BARRIER
- EMPLOYEE TIME CLOCK
- PUBLIC TELEPHONE
- TRASH
CANFIRE RATED BARRIER
- 2-HR
- WALL MOUNTED TELEVISION
- UNDER COUNTER REFRIGERATOR
- DIALYSIS VALVE BOX
- VENDING MACHINE
- VERTICAL FILE - TWO DRAWER
- VERTICAL SHELVING
- TECH REPAIR WORK BENCH
- WHEELCHAIR
- WAITING ROOM CHAIR
V
V
V
ROOM
MFC
NAME
MIC
XXX
MW
NSC
O2
OC
OGC
PDR
PR
PS
RO
S
SB
SC
TC
TEL
TR
TV
UCR
V
VM
VF
VS
WB
WCH
WRC
- ACCESSIBLE BENCH
- METAL BOOKCASE
- COUCH
- CRASH CART
- CENTRIFUGE
- COFFEE MAKER
- CREDENZA
- CONFERENCE ROOM CHAIR
- CONFERENCE ROOM TABLE
- OFFICE DESK (30X60)
- FMC DIALYSIS MACHINE
- DIALYSIS PATIENT CHAIR
- DVD PLAYER
- EXAM TABLE
- EMERGENCY PREP BOX
- WAITING ROOM END TABLE
- FREEZER
- HANDICAP ACCESSIBLE BENCH
- HOYER LIFT
- ICE MACHINE
- LOUNGE CHAIR
- LARGE OFFICE DESK (36X72)
- LATERAL FILE - TWO DRAWER
- LOUNGE REFRIGERATOR
- LOUNGE TABLE
- MARKER BOARD
Christopher Kidd & Associates, LLC
AB
BC
C
CC
CEN
COF
CR
CRC
CT
D
DM
DPC
DVD
E
EPB
ET
FR
HCB
HL
IM
LC
LD
LF
LR
LT
MB
Architects and Engineers
(NOT ALL
SYMBOLS NECESSARILY USED)
(NOT ALL ABBREVIATIONS NECESSARILY
USED)
DM
DM
DPC
DPC
TV
DM
DPC
DPC
DPC
WRC
WRC
WRC
WRC
ET
DM
V
TV
WRC
ET
TREATMENT
ROOM
108
CEN
TV
WRC
PATIENT
TOILET
103
DM
TV
TV
TV
TV
PREP
SINK
115
PREP
SINK
111
WAITING
ROOM
101
TV
TV
WCH
UCR
TV
WCH
NSC
WCH
NSC
COATS
104
CT
RECEPTION
105
WCH
WCH
CRC
WCH
LF
PS
OGC
SC
DM
LR
CLINIC
MANAGER
120
MULTI-PURPOSE
OFFICE
125
LC
LC
LT
TV
DPC
DPC
DM
DPC
DM
DPC
DPC
DM
DM
V
DM
PATIENT
TOILET
118
V
D
WIRING
CLOSET
136
NR
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
CLEAN
SUPPLIES
139
PSDS/
GRANUFLO
138
WATER
TREATMENT
137
BPW
MW
LF
BC
LC
Copyright 2013
Drafted By:
MHL
Checked By:
SBL
Date Drafted:
10/15/2013
Project #:
13049-02
LC
FR
HCB
STAFF
SHOWER
129
JANITOR
CLOSET
141
WATER
HEATER
135
TECH
REPAIR
131
V
S
MECHANICAL/
STORAGE
134
WB
ELECTRICAL
ALCOVE
133
STAFF
TOILET
128
---
LF
LC
STAFF
TOILET
127
TV
SOILED
UTILITY
140
OC
STAFF
LOCKERS
126
SOFFIT MOUNTED
TV'S CENTERED ON
PATIENT CHAIRS
OC
LC
OGC
TV
OGC
STAFF
LOUNGE
130
OC
D
DPC
V
LF
TV
REVISION DESCRIPTION
OGC
TV
DM
LAB
PREP
119
OC
SPRINKLER
ROOM
132
D
VF
STATIONARY END
UNIT (24")
D
TV
DPC
COF
PREP
SINK
116
PREP
SINK
112
CORRIDOR
121
MIC
DM
V
SB
E
NSC
UCR
BC
CORRIDOR
122
O2
CEN
MEDICAL
RECORDS
106
S
WCH
MFC
TV
DOCTOR/
EXAM
124
O2
DPC
HL
CONFERENCE
ROOM
123
DVD
WCH
TV
NURSE
STATION
117
METROMAX SHELVING UNITS
WITH quik TRACK HIGH-DENSITY
STORAGE SYSTEM WITH TOP
TRACK (OFIC)
MED
WASTE
142
DATE
CRC
WCH
CRC
NSC
PATIENT
PREP
107
NSC
CC
BC
#
CRC
WCH
WHEELCHAIR
STORAGE
114
STATIONARY END
UNIT (24")
CRC
MED
PREP
113
MOBILE UNIT
(24" X 72") 4 TOTAL
CRC
NURSE
STATION
110
MOBILE UNIT
(21" X 72")
CRC
MOBILE UNIT
(18" X 72")
CRC
MW
DPC
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
WRC
SEPARATION
ROOM
109
MW
TV
Proposed Dialysis Clinic for:
WRC
OWNER FURNISHED ITEMS PLAN
SCALE: 1/4" = 1'-0"
A2.4
(NOT ALL SYMBOLS NECESSARILY USED)
SMOKE DETECTOR
H
HEAT DETECTOR
ROOM
NAME
NCL
XXX
NURSE
- ROOM
CALLNAME
LIGHT/ NUMBER
(WALL MOUNTED)
NCL
X
CARBON MONOXIDE DETECTOR
GWB
ACCENT COLOR (SEE A2.8 FOR
ACCENT COLOR INFORMATION)
- SMOKE PARTITION
GYPSUM WALL BOARD
DAPW
- FIRE/SMOKE
BARRIER
DENS
ARMOR PLUS
WALLBOARD
ACT
ACOUSTICAL CEILING TILE
- 1-HR FIRE RATED BARRIER
VINYL ACOUSTICAL CEILING TILE
A#
EXIT SIGN
EX
2' x 4' INDIRECT FLUORESCENT
LIGHT FIXTURES
HVAC GRILLES
SLOT DIFFUSER
VACT
WALL MOUNTED
FLUORESCENT LIGHT
WALL SCONCE
OTS
- 2-HR
FIRE RATED
BARRIER
OPEN
TO EXISTING
STRUCTURE
ABOVE WITH DRY FOG PAINT,
BENJAMIN MOORE OC-121, MOUNTAIN
PEAK WHITE (FLAT)
BOS
BOTTOM OF STRUCTURE WITH DRY
FOG PAINT, BENJAMIN MOORE OC-121,
MOUNTAIN PEAK WHITE (FLAT)
NIC
NOT IN CONTRACT
SUSPENDED 1' X 4'
FLUORESCENT LIGHT
EXISTING DRIVE-UP
CANOPY, LIGHTING,
AND VENTILATION
OATEY 14" x 29" ACCESS PANEL
(34044). COORDINATE FINAL
LOCATION WITH HVAC AND
ELECTRICAL
AP
RECESSED LIGHT FIXTURES
EXIT
PENDANT LIGHT FIXTURES
NURSE CALL LIGHT (CEILING
- REVISION REFERENCE MARK
MOUNTED)
EGRESS LIGHT
PENDANT LIGHT FIXTURES
EX
EX
EMERGENCY BACKUP LIGHT
EX
PENDENT SPRINKLER HEAD
UPRIGHT SPRINKLER HEAD
EX
EX
9'-0"
ACT
RECEPTION
105
A2
10'-0"
ACT
8'-6"
ACT
A2
COATS
104
5 3/4"
10'-2"
MED
PREP
113
A2
PREP
SINK
112
A2
2'-0"
2'-6"
A2
A2
NURSE
STATION
117
WHEELCHAIR
A2 STORAGE
114
8'-0"
GWB
135
TYP °
2'-0"
8'-8"
GWB
10'-0"
ACT
8'-0"
GWB
NURSE
STATION
110
PATIENT
PREP
107
PREP
SINK
115
5 3/4"
8'-6"
ACT
8'-6"
ACT
PREP
SINK
116
8'-0"
GWB
A2
A2
8'-0"
GWB
10'-0"
ACT
FMC Location #8830-1
1212 9th Street
Greeley, CO 80631
TYP
3'-6"
1'-6"
TYP
2'-7"
5 3/4"
1'-6"
1'-5 3/4"
PREP
SINK
111
A2
FMC - North Greeley
8'-0"
GWB
Proposed Dialysis Clinic for:
TYP
PAINT FACE OF
SOFFIT FIELD COLOR
12'-4"
8'-0"
GWB
10'-0"
ACT
MEDICAL
RECORDS
106
4'-4"
LAB
PREP
119
9'-0"
GWB
CORRIDOR
122
SOFFIT MOUNTED
TV AT 9'-0" AFF
GYPSUM BOARD SOFFIT, CENTER OPENING
OF SOFFIT OVER NURSE STATIONS BELOW,
PAINT ALL INTERIOR FACES OF SOFFIT
ACCENT COLOR AS SHOWN (TYPICAL)
A2
TYP
10'-0"
ACT
9'-0"
ACT
A2
8'-0"
DAPW
CORRIDOR
121
9'-0"
ACT
6
A7.2
10'-0"
ACT
EXISTING ROOF
ACCESS LADDER AND
ROOF HATCH
AP
DOCTOR /
EXAM
124
TYP
PATIENT
TOILET
118
EX
9'-0"
ACT
9'-0"
ACT
CLINIC
MANAGER
120
WATER
TREATMENT
137
9'-0"
GWB
PSDS/
GRANUFLO
138
BOS
GWB
WIRING
CLOSET
136
CLEAN
SUPPLIES
139
9'-0"
ACT
Copyright 2013
Drafted By:
BOS
GWB
SOILED
UTILITY
140
Checked By:
Date Drafted:
8'-0"
GWB
8'-0"
DAPW
STAFF
LOCKERS
126
SOFFIT ABOVE
STAFF LOCKERS
(TYPICAL)
9'-0"
ACT
STAFF
SHOWER
129
BOS
GWB
WATER
HEATER
135
ELECTRICAL
ALCOVE
133
BOS
GWB
AP
MECHANICAL/
STORAGE
134
BOS
GWB
HEADER AT
7'-6" AFF
STAFF
TOILET
128
STAFF
TOILET
127
AP
EXIST EXIT
SPRINKLER
RISER
132
BOS
GWB
3
A7.2
8'-0"
DAPW
8'-0"
DAPW
MED
WASTE
142
TYP
EXIST EXIT
#
8'-0"
DAPW
13049-02
EX
BOS
GWB
8'-0"
DAPW
10/11/2013
JANITOR
CLOSET
141
12" BASKET TYPE
CABLE TRAY AT
7'-6" AFF
TECH
REPAIR
131
3'-3"
RH
---
SOFFIT ABOVE
STAFF LOCKERS
(TYPICAL)
Project #:
MLH
REVISION DESCRIPTION
STAFF
LOUNGE
130
9'-0"
ACT
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
HEADER AT 8'-10" AFF
9'-2"
MULTI-PURPOSE
OFFICE
125
DATE
GYPSUM BOARD SOFFIT ABOVE
UPPER CABINETS (TYPICAL),
SEE GENERAL NOTE #7
5
A7.2
SOFFIT MOUNTED TV AT
9'-0" AFF, CENTER TV ON
PATIENT CHAIR (TYPICAL)
AP
4'-2"
5'-2"
A2
AP
VERTICAL FACES OF SOFFIT SHALL
RECEIVE WC-1, SEE SHEET A2.8
FOR MORE INFORMATION (TYPICAL)
CONFERENCE
ROOM
123
21'-8"
8'-0"
GWB
°
135
TYP
11. CONTRACTOR SHALL BE RESPONSIBLE FOR ENCLOSING THE ATTIC SPACE AS
SHOWN WITH A CONTINUOUS TYPE'X' GYPSUM BOARD MEMBRANE ATTACHED
DIRECTLY TO THE STRUCTURE.
4
A7.2
1'-6"
9'-11"
9'-8"
4
A7.2
CONTRACTOR TO VERIFY THAT ALL EXIT SIGNAGE IS VISIBLE BENEATH INTERIOR
SOFFITS.
10. SPRINKLER HEADS SHOWN AS REFERENCE ONLY, DESIGN-BUILD FIRE
SPRINKLER CONTRACTOR (FSC) SHALL BE RESPONSIBLE FOR FINAL LOCATIONS,
QUANTITY AND FULL FIRE PROTECTION DESIGN. FIRE SPRINKLER SYSTEM
SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL
CODES AND BUILDING STANDARDS INCLUDING THE NFPA 101 LIFE SAFETY CODE
(SPECIFICALLY CHAPTER 20). SEE TITLE SHEET GENERAL NOTE #17 FOR MORE
INFORMATION.
13'-0"
2'-6"
1'-6"
9'-0"
GWB
1
A7.2
WAITING
ROOM
101
1'-6"
A2
A2
2'-4"
SOFFITS ABOVE UPPER CABINETS TO BE 16" DEEP AND SHALL BE
CONSTRUCTED OF 5/8" GYPSUM BOARD ON 3-5/8" METAL FRAMING AT 24" OC.
CONTRACTOR SHALL PROVIDE SOUND BATT INSULATION ABOVE THE ENTIRE
CEILING IN THE FOLLOWING ROOMS: TOILETS, OFFICES, RECEPTION AREAS,
EXAM, CAPD/HOME HEMO, AND CONFERENCE ROOM. PROVIDE TENMAT
TROFFER COVER ON ALL NON-IC RATED LIGHT FIXTURES PRIOR TO
INSTALLATION OF INSULATION .
3'-6"
10'-0"
ACT
CONTRACTOR SHALL COORDINATE REFLECTED CEILING PLAN WITH
APPROPRIATE TRADES INCLUDING MECHANICAL, ELECTRICAL, PLUMBING, FIRE
PROTECTION, ETC.
5 3/4"
3'-0"
10'-0"
ACT
1'-6"
AP
9.
8'-0"
DAPW
PROVIDE GYPSUM BOARD
RETURN AT ALL EXTERIOR
DOORS (TYPICAL)
A2
10'-0"
ACT
AP
8.
9'-0"
GWB
VERTICAL FACES OF SOFFIT
SHALL RECEIVE WC-1, SEE
SHEET A2.8 FOR MORE
INFORMATION (TYPICAL)
PATIENT
TOILET
103
SEPARATION
ROOM
109
"
-6
1'
7.
REFLECTED CEILING PLAN IS SHOWN FOR SUSPENDED CEILING SYSTEM
INSTALLATION ONLY. ELECTRICAL CONTRACTOR SHALL INSTALL ALL
ELECTRICAL ITEMS PER ELECTRICAL DRAWINGS.
1'-6"
6.
VESTIBULE
100
1'-6"
EXIST EXIT
TREATMENT
ROOM
108
1'-6"
SUSPENDED CEILING SYSTEM SHALL BE 2'x2'x5/8" LAY-IN ACOUSTICAL TILE
STANDARD GRID (SEE SPECIFICATIONS).
CONTRACTOR SHALL PROVIDE ACCESS PANELS TO FIRE AND FIRE/SMOKE
DAMPERS IN AREAS WITH GYPSUM WALLBOARD OR DENS ARMOR PLUS
WALLBOARD CEILINGS. CONTRACTOR SHALL COORDINATE WITH HVAC
CONTRACTOR. (PROVIDE ACUDOR: FB-5060 FOR FIRE RATED WALLS AND
CEILINGS OR DW-5040 FOR NON FIRE RATED WALLS AND CEILINGS.)
PROVIDE GYPSUM BOARD
RETURN AT ALL EXTERIOR
WINDOWS (TYPICAL)
8'-0"
DAPW
1'-6"
5.
MILLWORK CHASES BY OWNERS
MILLWORK VENDOR (TYPICAL)
2'-9"
4.
EXIST EXIT
8'-8"
GWB
3'-0"
3.
CEILING HVAC CONTRACTOR SHALL LOCATE ALL CEILING DIFFUSERS AND
COORDINATE WITH ELECTRICAL CONTRACTOR AS REQUIRED. HVAC SHOWN ON
THE REFLECTED CEILING PLAN FOR REFERENCE ONLY.
PATIENT
TOILET
102
1'-5"
2.
CONTRACTOR SHALL VERIFY IN FIELD IF DESIGNATED CEILING HEIGHTS IN
ROOMS ARE POSSIBLE. IF NOT, MAXIMIZE CEILING HEIGHTS AND NOTIFY
ARCHITECT OR PROJECT MANAGER IMMEDIATELY.
2'-0"
GENERAL NOTES
1.
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
S
Architects and Engineers
EX
(NOT ALL SYMBOLS NECESSARILY USED)
CM
1' X 4' STANDARD FLUORESCENT
STRIP W/ DBL LAMP
EX
SYMBOL LEGEND
Christopher Kidd & Associates, LLC
2' x 4' FLUORESCENT
LIGHT FIXTURES
LEGEND
EX
EX
EX
EX
EX
EX
REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
A2.5
#
DATE
REVISION DESCRIPTION
---
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
ROOF PLAN
(REFERENCE ONLY)
Drafted By:
HW
Checked By:
SBL
Date Drafted:
Project #:
10/15/2013
13049-02
A2.6
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
Proposed Dialysis Clinic for:
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
Architects and Engineers
Christopher Kidd & Associates, LLC
VESTIBULE
8'-0"
7'-8" (V.I.F.)
1-3/4"
G
--
ALUM
-
ALUM
J-3
1
FULL
101A
WAITING ROOM
3'-6"
7'-0"
1-3/4"
A
--
WD
1
HM
J-1
34
VP
PROVIDE POWER OPERATOR, OPERABLE FROM TREATMENT ROOM SIDE, KEYED FROM WAITING ROOM SIDE
101B
WAITING ROOM
3'-0"
7'-0"
1-3/4"
A
--
WD
1
HM
J-1
36
VP
DOOR OPERABLE FROM CORRIDOR SIDE, KEYED FROM WAITING ROOM SIDE
102
PATIENT TOILET
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
30
--
UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
103
PATIENT TOILET
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
30
--
UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
105
RECEPTION
3'-0"
7'-0"
1-3/4"
A
--
WD
1
HM
J-1
24A
VP
106
MEDICAL RECORDS
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
33
--
SEE NOTE #8, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS, PROVIDE OVERHEAD DOOR STOP
EX108
TREATMENT ROOM
E X IS TING DOOR AND FRAME
6HD
--
EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY, PROVIDE LLUMAR COMMERCIAL WINDOW TINTING ON DOOR GLAZING - COORDINATE
STYLE AND LEVEL OF TINT WITH FMC PROJECT MANAGER AND LANDLORD
109
SEPARATION ROOM
3'-6"
7'-0"
1-3/4"
E
--
AL/GL
2
ALUM
J-2
41
FULL
118
PATIENT TOILET
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
30
--
UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
120
CLINIC MANAGER
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
24A
--
PROVIDE OVERHEAD DOOR STOP
121
CORRIDOR
3'-0"
7'-0"
1-3/4"
A
--
WD
1
HM
J-1
36
VP
EX122
CORRIDOR
E X IS TING DOOR AND FRAME
123
CONFERENCE ROOM
3'-0"
7'-0"
1-3/4"
C
--
WD
1
HM
J-1
25B
FULL
--
124
DOCTOR/EXAM
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
25A
--
--
125
MULTI-PURPOSE OFFICE
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
24A
--
--
127
STAFF TOILET
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
29
--
UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
128
STAFF TOILET
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
29
--
UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
129
STAFF SHOWER
3'-0"
7'-0"
1-3/4"
B
--
WD
1
HM
J-1
29
--
UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
130
STAFF LOUNGE
3'-0"
7'-0"
1-3/4"
A
--
WD
1
HM
J-1
22
VP
131
TECH REPAIR
3'-0"
7'-0"
1-3/4"
B
--
HM
1
HM
J-1
24B
--
SPRINKLER ROOM
E X IS TING DOOR AND FRAME
MECH/STORAGE
3'-6"
48" MIN. IF BOTH CLOSER
AND LATCH ARE
PROVIDED.
22" MIN.
**** 48" MIN. IF CLOSER IS
PROVIDED.
TYPICAL DOOR APPROACH DETAILS
SCALE: 1/4" = 1'-0"
1'-0"
6" 10"
PROVIDE OVERHEAD DOOR STOP
1/4" TEMPERED
GLASS
UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY
DOOR OPERABLE FROM MECHANICAL STORAGE SIDE, KEYED FROM TREATMENT ROOM SIDE, SEE NOTE #8
VP
32
E X IS TING DOOR AND FRAME
***
EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY
20
135
WATER HEATERS
(2) 3'-0"
7'-0"
1-3/4"
F
--
HM
1
HM
J-1
42
--
PROVIDE OVERHEAD DOOR STOPS, SEE NOTE #10
136
WIRING CLOSET
3'-0"
7'-0"
1-3/4"
B
--
HM
1
HM
J-1
25B
--
SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
138
PSDS/GRANUFLO
(2) 2'-6"
7'-0"
1-3/4"
A
--
HM
1
HM
J-1
43
VP
139
CLEAN SUPPLIES
3'-0"
7'-0"
1-3/4"
B
--
HM
1
HM
J-1
33
--
SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
140
SOILED UTILITY
3'-0"
7'-0"
1-3/4"
B
--
HM
1
HM
J-1
22
--
SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
T
TYPE A
TYPE B
TYPE C
S.C. WOOD OR FLUSH
HOLLOW METAL DOOR
WITH VISION PANEL
S.C. WOOD
DOOR OR FLUSH
HOLLOW METAL
FULL LITE WOOD
DOOR WITH 3-FORM
FILM ON 1/4"
TEMPERED GLAZING
PROVIDE OVERHEAD DOOR STOPS, SEE NOTE #10
JANITOR CLOSET
3'-0"
7'-0"
1-3/4"
B
--
HM
1
HM
J-1
26
--
142
MED WASTE
3'-0"
7'-0"
1-3/4"
B
--
HM
1
HM
J-1
37
--
SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
2"
2"
7'-8"
2"
3'-9"
T
10"
MIN.
DOOR SCHEDULE NOTES
7'-7"
7.
ALL WINDOW TYPES WITHIN 24" OF A VERTICAL EDGE OF A DOOR
SHALL BE 1/4" TEMPERED GLAZING OR FIRELITE PLUS PREMIUM
GLAZING (WHEN SCHEDULED).
8.
ALL DOORS IN SMOKE PARTITIONS SHALL INCLUDE A CLOSER AND
SMOKE SEALS.
9.
SEE DETAILS ON THIS SHEET FOR AUTOMATIC DOOR OPERATION.
10. INTERIOR HOLLOW METAL DOORS, AND INTERIOR FACES OF EXTERIOR
HOLLOW METAL DOORS, SHALL BE PAINTED TO MATCH ADJACENT
WALL COLOR.
2"
2'-8"
RECEPTION/
NURSE'S STATION
DOOR & INTERCOM
CONTROLS
PAPER
LIGHT
TOWEL
SWITCH
DISPENSER
DUPLEX
OUTLET
ABOVE
COUNTER
FIRE
EXTINGUISHER
DUPLEX TELEPHONE
OUTLET
JACK
1'-6"
1'-6"
1'-6"
3'-6"
4'-0"
1'-3"
HAND
DRYER
T
4'-0"
T
T
T
T
T
T
T
T
T
T
W1
W2
W3
W4
ALUMINUM FRAME WITH 1/4"
TEMPERED GLAZING CLEAR ANODIZED
ALUMINUM FINISH
HOLLOW METAL FRAME
WITH 1/4" TEMPERED
GLAZING
HOLLOW METAL FRAME
WITH 1/4" TEMPERED
GLAZING
HOLLOW METAL FRAME
WITH 1/4" TEMPERED
GLAZING
WINDOW TYPES
DATA
JACK
2"
2"
SEE
SCHEDULE
1'-0"
1'-7"
PROVIDE 3/8" OD
COPPER SUPPLY PIPE;
STUB 3" FROM WALL
DOOR MATERIAL
AL/GL
HM
WD
- ALUMINUM AND GLASS
- HOLLOW METAL
- WOOD
- HOLLOW METAL
- ALUMINUM
GLASS PANEL
WATER COOLER
TYP CABINETRY
VP
FULL
HALF
- VISION PANEL
- FULL LITE
- HALF LITE
2"
SEE
SCHEDULE
T
FRAME MATERIAL
HM
ALUM
2"
2'-8"
SEE SCHEDULE
1'-10"
1'-11"
LAVATORY
DUPLEX
OUTLET
2"
T
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
FINISH FLOOR
TYPE 1
TYPE 2
HOLLOW METAL OR
ALUMINUM FRAME
ALUMINUM FRAME WITH 1/4"
TEMPERED GLAZING - CLEAR
ANODIZED ALUMINUM FINISH
FRAME TYPES
Copyright 2013
T = TEMPERED GLAZING
SCALE: 1/4" = 1'-0"
INTERIOR
SLIDER DOOR
W/ BREAKAWAY
DOOR CONTROL
MODULES MOUNTED
AT INNER/OUTER
VESTIBULE DOOR
FRAME
J
VESTIBULE
SECURE:
OUTSIDE AUTOMATIC DOOR SENSOR DOES NOT HAVE POWER. 110V
REMOVED FROM DOOR SENSOR VIA TIME CLOCK. DOOR IS
MANUALLY LATCHED AND ACCESSIBLE FROM OUTSIDE BY KEY ONLY.
MOTION SENSOR ACTIVATES DOOR FROM INSIDE FOR EGRESS.
FAIL SECURE
AUTOMATIC LOCK
(INNER VESTIBULE
ONLY)
STATIONARY PANEL
PROVIDE POWER
AT 120 V, 15a,
60Hz, 1 PHASE
WAITING ROOM
REMOTE DOOR
RELEASE/CONTROL MODULE
(FOR INNER VESTIBULE DOOR)
LOCATED AT NURSE STATION
REMOTE DOOR
RELEASE/CONTROL MODULE
(FOR INNER VESTIBULE DOOR)
LOCATED AT RECEPTION
FURNISHED BY DOOR
MANUFACTURER, VERIFY
EXACT LOCATION WITH FMC
PROJECT MANAGER
FURNISHED BY DOOR
MANUFACTURER, VERIFY
EXACT LOCATION WITH FMC
PROJECT MANAGER
10/15/2013
Project #:
13049-02
INTERIOR DOOR:
UNSECURE:
CONTROL MODULE IS IN THE 'AUTO' POSITION. MOTION SENSOR
ACTIVATES DOOR OPERATOR.
SECURE:
CONTROL PANEL IS IN 'OFF' POSITION. MOTION SENSOR ON
VESTIBULE SIDE IS NOT POWERED AND AUTOMATIC LOCK IS
ENGAGED. CONTROL PANEL AT RECEPTION AND/OR NURSE STATION
WILL DISENGAGE AUTOMATIC LOCK AND ACTIVATE SLIDER DOOR TO
ALLOW FOR ENTRY. MOTION SENSOR ON WAITING ROOM SIDE
ACTIVATES DOOR AND DISENGAGES AUTOMATIC LOCK FROM INSIDE
FOR EGRESS. BATTERY BACKUP PROVIDES POWER TO CONTROL
TERMINAL IN THE EVENT OF POWER FAILURE (FAIL SECURE)
NOTES:
-SEE ELECTRICAL DRAWINGS FOR AUTOMATIC DOORS WIRING
DIAGRAM
PUSH
PAD #2
'FAIL SAFE'
ELEC. STRIKE
--VARIES
VARIES
OPERATION
SECURE
UNSECURE:
AUTOMATIC DOOR OPERATOR HAS POWER. 110V IS PROVIDED TO
INSIDE AND OUTSIDE DOOR OPERATORS VIA TIME CLOCK. MOTION
SENSOR ACTIVATES DOOR OPERATOR FOR ENTRY AND EXIT.
MOTION SENSOR - BOTH SIDES OF
DOOR (TYPICAL BOTH DOORS)
INTERCOM
SCHEMATIC PLAN
EXTERIOR DOOR:
STATIONARY PANEL
J
Date Drafted:
UNSECURE
ROCKER
SWITCH
TREATMENT ROOM
DOOR #101A
UNSECURE:
ROCKER SWITCH IS IN "UNSECURE" POSITION. PUSH
'N' GO, DOOR RELEASES AT NURSE STATION AND
RECEPTION, AND PUSH PADS WILL ACTIVATE DOOR
FROM BOTH SIDES.
INTERCOM
FIRE CONDITION OR POWER LOSS:
DOOR RELEASE
(NURSE STATION)
DOOR RELEASE
(RECEPTION)
FURNISHED BY
ELECTRICAL CONTRACTOR
VERIFY EXACT LOCATION WITH
FMC PROJECT MANAGER
FURNISHED BY
ELECTRICAL
CONTRACTOR
VERIFY EXACT
LOCATION WITH FMC
PROJECT MANAGER
2" AT
DOORS (TYP)
SECURE:
ROCKER SWITCH IS IN "SECURE" POSITION.
LOCKSET IS SECURE. PUSH PAD #1 IS DEAD. DOOR
RELEASES AT NURSE STATION AND RECEPTION
WILL UNLOCK THE ELECTRIC STRIKE AND ACTIVATE
THE INSIDE SENIOR SWING. PUSH PAD #2 WILL
ACTIVATE DOOR WHEN EXITING.
PUSH
PAD #1
REVISION DESCRIPTION
TIME CLOCK
OPERATION
EXTERIOR
EAH
2"
SCHEMATIC PLAN
EXTERIOR
SLIDER DOOR
W/ BREAKAWAY
Checked By:
AUTOMATIC DOOR DETAIL
VARIES
PROVIDE POWER
AT 120 V, 15a,
60Hz, 1 PHASE
ZTK
1. POWER REMOVED FROM STRIKE.
2. DOOR MANUALLY OPERABLE FROM BOTH SIDES.
3. ELECTRIC STRIKE IN FAIL SAFE POSITION.
NOTES:
-SEE ELECTRICAL DRAWINGS FOR AUTOMATIC
DOORS WIRING DIAGRAM
DETAIL J-1
HEAD SIMILAR
DETAIL J-2
HEAD SIMILAR
ALUM. DOOR
DETAIL J-3
HEAD SIMILAR
SLIDING DOOR
DATE
AUTOMATIC DOOR DETAIL
Drafted By:
FRAME DETAILS
#
TOILET
2'-9"
3'-6"
3'-4"
17"19"
3'-4"
TOILET
TISSUE
DISP.
PAPER TOWEL
DISPENSER
4'-8"
PROVIDE 1-1/2" DRAIN
FITTING WITH P-TRAP
BEHIND UNIT; STUB 2"
FROM WALL
1'-6"
LIGHT
SWITCH
T = TEMPERED GLAZING
SCALE: 1/4" = 1'-0"
MICROWAVE
DUPLEX
OUTLET
4'-0"
PROVIDE 110V POWER
SOURCE BEHIND UNIT
6'-6"
GRAB
BARS
1'-7"
MAX.
2'-10"
3'-6"
4'-6"
MIRROR
ELKAY ELECTRIC
WATER COOLER
3'-8"
PAPER
TOWEL
DISP.
NURSE
CALL
3'-6"
2'-8"
2"
SEE SCHEDULE
FIRE ALARM
PULL
STATION
4'-0"
3'-8"
2'-10"
3'-8"
4'-4"
4'-6"
WALL THERMOPHONE
STAT
MOP RACK
OVER SINK
4'-2"
2"
2"
HEATING
PAD DUPLEX
OUTLET
NC
WALL MTD LIGHT
5'-0"
2"
FINISH FLOOR
DOOR SCHEDULE LEGEND
JANITOR
2"
4'-7"
2"
1'-2"
4"
CAPD WALL
DESK
DR
ACCESSORIES
WATER FEATURES
2"
2"
PROVIDE COAT HOOKS ON ALL OFFICE, HOME HEMO/CAPD, AND
TOILET ROOM DOORS, FINISH SHALL MATCH DOOR HARDWARE.
2"
6'-2"
6.
CORNER
MULLION .
SCALE: 1/4" = 1'-0"
3'-6"
ALL LOCKSETS SHALL BE LEVER HANDLE (BORED PREFERRED).
T = TEMPERED GLAZING
2"
5.
DOOR TYPES
2"
VERIFY FINAL PLACEMENT OF KEY CABINET WITH FMC PROJECT
MANAGER.
ALUM/GLASS SLIDING DOOR WITH
EMERGENCY BREAK OUT
BESAM UNISLIDE OC1-8 CLEAR
ANODIZED ALUMINUM FINISH
3'-6"
4.
INTERIOR HOLLOW
METAL DOOR WITH
LOUVERS
2"
ALL WOOD DOORS SHALL BE PLAIN SLICED CHERRY VENEER AND
FACTORY FINISHED STAIN.
INTERIOR ALUMINUM DOOR
WITH 1/4" TEMPERED
GLAZING CLEAR ANODIZED
ALUMINUM FINISH
2"
R.O.
STATUS
MONITOR
COAT
HOOK
3'-6"
3'-0"
4'-0"
4'-0"
3'-6"
4'-6"
7'-4"
7'-0"
TIME
CLOCK
3.
S.C. IMPACT
RESISTANT
FLUSH DOOR
P ULL
DR
2'-10"
FIRE
HORN
EMERGENCY
LIGHTING
BATTERY PACK
MOUNTING DETAILS
NOTES:
1. TYPICAL MOUNTING HEIGHTS.
2. SOME DEVICES SHOWN MAY NOT BE USE,
REFER TO DRAWINGS.
3. PROVIDE BACKING BEHIND ALL FIXTURES,
DEVICES, ETC.
SEE SHEET A2.9 FOR DOOR HARDWARE SETS AND KEYING SCHEDULE.
TYPE G
3'-4"
WALL GUARDS
2.
TYPE F
2"
TYPICAL DOOR HARDWARE
DOME LIGHT
NURSE CALL
WALL HEATER
VARIES, SEE TV WALL
4'-0"
6'-6"
8'-0"
4'-0"
VARIES
VARIES
SEE A2.3
4'-6"
3'-4"
1"
CHAIR RAIL
PUSH
BUTTON
TV SWITCH
BELOW
CHAIR RAIL
CORRESPONDING
BRAILLE
COAT SHELF
PUSH/PULL
LOCKSET
1"
3'-4"
1"
WALL
SCONCE
CORNER GUARDS
3'-6"
PANIC BAR
AUTOMATIC
DOOR OPENER
(POWER ASSIST)
3'-4"
℄
5'-0"
60" MAX. TO CHAR.
BASELINE
48" MIN. TO
BRAILLE
BASELINE
5'-2"
4'-0"
SEE PLAN
(HOSPITALS = 3'-9")
9"
T.V.
(NIC)
T
4"
PATIENT/
SERVICE
ENTRANCE
INTERCOM
ALL TOILET ROOMS SHALL HAVE SIGNAGE AND ACOUSTICAL
INSULATION AS REQUIRED BY ALL APPLICABLE CODES.
T
TYPE E
3'-6"
WALL MOUNTED TV
SEE WALL MOUNTING
DETAILS FOR MOUNTING HTS
1.
T
TYPE D
3'-0"
TYPICAL MOUNTING HEIGHTS
T
7'-8" (V.I.F.)
2'-6"
1/4" TEMPERED
GLASS
TYPICAL SIGNAGE (PLACE
ON LATCH SIDE OF DOOR)
3'-9"
6" 10"
1'-0"
141
SEE NOTE #8 AND #10, UNDERCUT DOOR 3/4" AFF - SEE MECHANICAL PLANS
MOTION
SENSOR
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
J-1
*
Proposed Dialysis Clinic for:
HM
24" MIN
2"
1
54" MIN. CLEARANCE
REQUIRED WHEN
CLOSER IS PROVIDED.
6'-2"
WD
**
2"
--
12" MIN.
12"
MIN.
*
EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY
18EX
D
PROVIDE OVERHEAD STOP, PROVIDE MANUFACTURERS STANDARD DOOR HARDWARE - NO LOCKING DEVICE SHALL BE INSTALLED
12" MIN. CLEARANCE
REQUIRED ONLY IF BOTH
CLOSER AND LATCH ARE
PROVIDED.
PUSH SIDE
DOOR OPERABLE FROM TREATMENT SIDE, KEYED FROM CORRIDOR SIDE
18
1-3/4"
PUSH SIDE
*
3'-6"
EX134B MECH/STORAGE
7'-0"
--
42" MIN.
7'-0"
134A
PUSH SIDE
10"
MIN.
EX132
36"
MIN.
24"
MIN.
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
18"
MIN.
BESAM UNISLIDE OC1-8 SINGLE SLIDE DOOR SYSTEM, 8'-0" WIDE PACKAGE.
100B
Architects and Engineers
EXISTING DOOR SHALL REMAIN, REPLACE HARDWARE AS NECESSARY TO MATCH HARDWARE SET SPECIFIED - FIELD VERIFY
54" MIN.
--
****
2
E X IS TING DOOR AND FRAME
REMARKS
42" MIN.
GLASS
PANEL
60" MIN.
HARDWARE
SET (SEE
NOTE #2)
**
HEAD &
JAMB
48" MIN.
FRAME
MATERIAL
48" MIN.
THICK
FRAME
TYPE
2'-6"
EX100A VESTIBULE
HEIGHT
DOOR
MATERIAL
LABEL
60" MIN.
WIDTH
TYPE
***
SIZE
LOCATION
PULL SIDE
PULL SIDE
42" MIN.
NO.
PULL SIDE
PULL SIDE
Christopher Kidd & Associates, LLC
DOOR SCHEDULE
SCALE: 1 1/2" = 1'-0"
DOOR AND WINDOW SCHEDULES
A2.7
ROOM FINISH LEGEND
ROOM FINISH SCHEDULE
FLOOR
BASE
CEILING
CEILING HT.
CPT-2
RB-2
GWB
9'-0"
WAITING ROOM
PT-2
RB-1
ACT/GWB
10'-0"/8'-8"
102
PATIENT TOILET
SV-2
SV-2
DAPW
8'-0"
DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3
103
PATIENT TOILET
SV-2
SV-2
DAPW
8'-0"
DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3
104
COATS
PT-2
RB-1
GWB
8'-8"
MOLDED VINYL CHAIR RAIL AT 36" AFF TO TOP OF RAIL, INPRO WALL PROTECTION TO UNDERSIDE OF COAT SHELF AT BACK WALL AND UNDERSIDE OF CHAIR RAIL AT SIDE WALLS AS SHOWN ON SHEET A2.3, WC-1 ABOVE
105
RECEPTION
SV-1
RB-2
ACT
9'-0"
PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3
106
MED RECORDS
SV-1
RB-2
GWB
9'-0"
--
107
PATIENT PREP
SV-2
SV-2
ACT
10'-0"
108
TREATMENT ROOM
SV-1/SV-2
SV-2
ACT/GWB
10'-0"/8'-0"
109
SEPARATION ROOM
SV-2
SV-2
ACT
10'-0"
110
NURSE STATION
SV-2
SV-2
ACT/GWB
8'-6"/8'-0"
PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5
111
PREP SINK
SV-2
SV-2
GWB
8'-0"
PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5
112
PREP SINK
SV-2
SV-2
GWB
8'-0"
PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5
113
MED PREP
SV-2
SV-2
GWB
8'-0"
--
114
WHEEL CHAIR STORAGE
SV-2
SV-2
ACT
8'-6
PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5
115
PREP SINK
SV-2
SV-2
GWB
8'-0"
PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5
116
PREP SINK
SV-2
SV-2
GWB
8'-0"
PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5
117
NURSE STATION
SV-2
SV-2
ACT/GWB
8'-6"/8'-0"
PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5
118
PATIENT TOILET
SV-2
SV-2
DAPW
8'-0"
119
LAB PREP
SV-2
SV-2
ACT
10'-0"
120
CLINIC MANAGER
SV-1
RB-2
ACT
9'-0"
PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3
121
CORRIDOR
SV-2
SV-2
ACT
10'-0"
PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3
122
CORRIDOR
SV-1
RB-2
ACT
9'-0"
PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3
123
CONFERENCE ROOM
CPT-1
RB-1
ACT/GWB
10'-0"/9'-0"
124
DOCTOR/EXAM
SV-1
RB-2
ACT
9'-0"
DENS ARMOR PLUS WALLBOARD BEHIND CABINETS/SINK TO 48" AFF, PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3
CONTRACTOR SHALL VERIFY IN FIELD IF DESIGNATED
CEILING HEIGHTS IN ROOMS ARE POSSIBLE. IF NOT,
MAXIMIZE CEILING HEIGHTS AND NOTIFY ARCHITECT
OR PROJECT MANAGER IMMEDIATELY.
125
MULTI-PURPOSE OFFICE
CPT-1
RB-2
ACT
9'-0"
PAINT WALL ACCENT COLOR AS SHOWN ON SHEET A2.3
126
STAFF LOCKERS
SV-1
RB-2
ACT
9'-0"
--
127
STAFF TOILET
SV-2
SV-2
DAPW
8'-0"
DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3
ALL INTERIOR GYPSUM BOARD AND/OR DENS ARMOR
PLUS WALLBOARD CEILINGS IN ALL LOCATIONS SHALL
BE PAINTED PER COLOR LISTED BELOW. THIS
INCLUDES ONE PRIME COAT AND TWO FINISH COATS.
PROVIDE 6" X 6" SAMPLE OF GYPSUM BOARD FOR
REVIEW. PROVIDE HATCH WHERE REQUIRED BY CODE
FOR ACCESS TO DAMPERS.
128
STAFF TOILET
SV-2
SV-2
DAPW
8'-0"
DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3
129
STAFF SHOWER
SV-2
SV-2
DAPW
8'-0"
DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3
130
STAFF LOUNGE
SV-1
RB-2
ACT
9'-0"
MOLDED VINYL CHAIR RAIL AT 34" AFF TO TOP OF RAIL, ACCENT WALL COLOR BELOW CHAIR RAIL THROUGHOUT, DENS ARMOR PLUS WALLBOARD BEHIND CABINETS/SINKS TO 48" AFF
131
TECH REPAIR
RF
RF
GWB
BOS
DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF AS SHOWN ON A2.3
132
SPRINKLER RISER
SC
RB-2
GWB
BOS
--
ALL METAL RACEWAYS AND JUNCTION BOXES WITHIN
DIALYSIS COUNTER TO RECEIVE CORROSIVE
RESISTANT PAINT. SEE SPECS FOR MORE
INFORMATION
133
ELECTRICAL ALCOVE
SC
RB-2
GWB
BOS
--
134
MECHANICAL/STORAGE
SC
RB-2
GWB
BOS
DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF AT EMERGENCY SHOWER
135
WATER HEATERS
SC
RB-2
GWB
BOS
DENS ARMOR PLUS WALLBOARD THROUGHOUT
136
WIRING CLOSET
SC
RB-2
GWB
9'-0"
PLYWOOD AT TWO WALLS AS SHOWN ON ENLARGED PLAN ON SHEET A2.2
137
WATER TREATMENT
QT
QT
GWB
BOS
8'-0" HIGH FRP OVER 8'-0" HIGH EPOXY PAINTED A-C PLYWOOD OVER DENS ARMOR PLUS WALLBOARD THROUGHOUT
138
PSDS/GRANUFLO
QT
QT
GWB
BOS
8'-0" HIGH FRP OVER 8'-0" HIGH EPOXY PAINTED A-C PLYWOOD OVER DENS ARMOR PLUS WALLBOARD THROUGHOUT
139
CLEAN SUPPLIES
SC
RB-2
ACT
9'-0"
--
140
SOILED UTILITY
SC
RB-2
GWB
8'-0"
DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF THROUGHOUT
141
JANITOR CLOSET
SC
RB-2
DAPW
8'-0"
DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF THROUGHOUT
142
MED WASTE
RF
RF
DAPW
8'-0"
DENS ARMOR PLUS WALLBOARD THROUGHOUT, FRP TO 8'-0" AFF THROUGHOUT
WALLS
FRP
WC
-
FIBERGLASS REINFORCED POLYESTER
WALL COVERING
BASE
RB
RF
QT
SV
-
RUBBER BASE (4" OR 6")
COVED RESINOUS FLOORING (4")
COVED QUARRY TILE
COVED SHEET VINYL BASE*
CEILING
ACT
VACT
GWB
DAPW
DFP
-
OTS
-
ACOUSTICAL CEILING TILE
VINYL WASHABLE ACOUSTICAL CEILING TILE
GYPSUM WALL BOARD
5/8" DENS ARMOR PLUS GYPSUM WALLBOARD
DRY FOG PAINT, BENJAMIN MOORE OC-121,
MOUNTAIN PEAK WHITE
OPEN TO STRUCTURE
* - 4" TYPICAL BASE, 6" IN TOILET ROOMS, 7" AT DIALYSIS
CABINETS AND 3" AT NURSE STATION. SEE DETAILS ON
SHEET A7.1 AND A6.0 FOR COVE INFORMATION
ROOM FINISH NOTES
1.
2.
3.
4.
5.
6.
COORDINATE INPRO WALL PROTECTION COLORS AND
CORNERGUARD COLORS WITH ADJACENT WALL PAINT
COLOR.
ALL HORIZONTAL FACES OF GYPSUM BOARD SOFFITS
SHALL BE PAINTED CEILING COLOR UNLESS
SPECIFICALLY NOTED TO RECEIVE AN ACCENT COLOR.
ALL VERTICAL FACES OF GYPSUM BOARD SOFFITS
SHALL BE PAINTED FIELD COLOR UNLESS
SPECIFICALLY NOTED TO RECEIVE AN ACCENT COLOR
OR WALL COVERING - SEE SHEET A2.5 FOR SPECIFIC
FINISH LOCATIONS. PAINTED SURFACES INCLUDE ONE
PRIME COAT AND TWO FINISH COATS. PROVIDE 6" X 6"
SAMPLE OF GYPSUM BOARD FOR REVIEW.
VESTIBULE
101
-MOLDED VINYL CHAIR RAIL AT 36" AFF TO TOP OF RAIL, WALL COVERING WC-1 ABOVE AND WC-2 BELOW CHAIR RAIL, MOSAIC GLASS TILE BELOW CHAIR RAIL AT TWO WALLS ADJACENT TO RECEPTION, WC-1 AT VERTICAL FACE OF SOFFIT
INPRO WALL PROTECTION TO 42" AFF AS SHOWN ON SHEET A2.3
DENS ARMOR PLUS WALLBOARD BEHIND ALL DIALYSIS COUNTERS AND SINKS, ACCENT WALL PAINT AND INPRO WALL PROTECTION AS SHOWN ON SHEET A2.3, PAINT SOFFIT ACCENT COLOR AS SHOWN ON SHEET A2.5
DENS ARMOR PLUS WALLBOARD BEHIND CABINETS/SINKS TO 48" AFF, PAINT WALL ACCENT COLOR AND INPRO WALL PROTECTION AS SHOWN ON SHEET A2.3
DENS ARMOR PLUS WALLBOARD THROUGHOUT, PORCELAIN TILE WAINSCOT, PAINT ALL WALLS ACCENT COLOR AS SHOWN ON SHEET A2.3
DENS ARMOR PLUS WALLBOARD BEHIND ALL SINKS TO 48" AFF
MOLDED VINYL CHAIR RAIL AT 38" AFF TO TOP OF RAIL - WC-2 BELOW CHAIR RAIL AND WC-1 ABOVE CHAIR RAIL AND AT VERTICAL FACE OF SOFFIT
WELDING ROD 1 (WR-1) TO BE USED WHERE SV-1 IS
USED AND WELDING ROD 2 (WR-2) TO BE USED WHERE
SV-2 IS USED.
MATERIALS AND COLOR SELECTION SEE SPECS FOR MORE INFORMATION
PAINT
WALL COVERING
BENJAMIN MOORE
CEILING
WALL &
FRAMES
OC-121
1060
MOUNTAIN
BLANCHED
PEAK
ALMOND
WHITE
WAITING RM DOOR
FRAME/RECEPTION
WINDOW FRAMES
2112-10
MINK
ACCENT 1
ACCENT 2
2144-10
1246
GUACAMOLE CUP O JAVA
VINYL FILM
MOSAIC TILE
CHAIR RAIL
CORNER GUARDS
WALL PROTECTION
FRP
RUBBER BASE
DALTILE
MANNINGTON
INPRO CORPORATION
INPRO CORPORATION
KEMLITE
MANNINGTON
WOLF GORDON
CARNEGIE-XOREL
3-FORM
WC-1
WC-2
GECKO
SYMPHONY SERENADE CHAPS
AZ51067SD
G6871839
WINE EMBOSS 6637
W129
#14 TRANSITIONAL
TORNA PURE
54"
MARACAS GLASS
GLASS MOSAIC 1X1
EVERGLADES P664 (G)
EFFECTUAL
CHAIR RAIL
MAIN
DARK CHOCOLATE CHAMOIS
903
0234
WAITING
ROOM
ACCENT 1
RIVER
ROCK
0351
BASIL
0247
ACCENT 2
MERLOT
0186
MAIN
WAITING
ROOM
ACCENT 1
RIVER
ROCK
0351
BASIL
0247
CHAMOIS
0234
ACCENT 2
MERLOT
0186
RB-1
83
COLONIAL
WHITE
RB-2
PREMIUM EDGE
ELEGANCE
TYPE TP
6" PROFILE
DARK CHOCOLATE DARK CHOCOLATE
903
903
FLOOR CARPET
COVE
CAPS
JOHNSONITE
CPT-1
CPT-2
DUR-A-FLEX
SCC-XX-D
49 BEIGE
LEES CARPET
MIND OVER MATTER
BRAIN POWER
659 WORKMANSHIP
24"x24"
LEES CARPET
TUFF STUFF COLLECTION
FIRST STEP MODULAR
524 STEPPING STONE
24"x24"
SHOP FLOOR
MEDIUM GREY
WELDING ROD
PORCELAIN TILE
QUARRY TILE
GROUT
SOLID SURFACE -
PLASTIC LAMINATE - PART OF MILLWORK PACKAGE
MANNINGTON
MANNINGTON
DALTILE
DALTILE
PRISM BY DALTILE
PART OF MILLWORK PACKAGE
WILSONART
842393
PT-1
TOILET RM WALL
PT-2
WAITING RM FLOOR
842371
SPARK
SK50 FIRELIGHT FLICKER
SK5012121P
12"x24"
PORTENZA
ORO CHIARO
PZ03
17" X 17"
WATER TREATMENT
TOILET RM WALL
WAITING RM FLOOR
WAITING RM WALL
WATER TREATMENT
WILSONART
DRY WORK SURFACE, NURSE
STATION COUNTER TOPS
CABINET FACES, VERTICAL SURFACES OF DIALYSIS
COUNTER, NURSE STATION, COAT SHELF
ASHEN GRAY (2)
0T03 - 8" X 8"
(5" X 8" COVED BASE
Q-3585)
PRISM
ALABASTER
#333
CEG-LITE
LINEN
#122
PRISM
OYSTER GRAY
#382
CEG-LITE
09 NATURAL GRAY
CARAMEL MELANGE
9033 ML
NATURAL TIGRIS
4669-60
WILD CHERRY
7054-60
VERTICAL CHASES
MONTICELLO MAPLE
7925-38
FLOORING
TRANSITION STRIPS
MECHOSYSTEMS
SINGLE - 6101V
DOUBLE - 6211V
JOHNSONITE
MECHOSHADE
URBAN SHADE
THERMOVEIL 1000
PORCELAIN - 2%/3%
012
TAWNY TAN
129
SILK
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
ZTK
Checked By:
EAH
Date Drafted:
10/15/2013
Project #:
13049-02
---
PRIMUS
LACOSTA
FAWN - ALL129
WR-2
VANGUARD
REVISION DESCRIPTION
REALITIES
RL
F5623
WR-1
LOCKERS
DATE
SV-2
WINDOW
TREATMENTS
#
SV-1
RESINOUS FLOORING
MOHAWK
SHEET VINYL
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
-
100
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
SC
QT
SHEET VINYL
CARPET
PORCELAIN TILE
RESINOUS FLOORING OVER PREPARED
CONCRETE SLAB
SEALED CONCRETE
QUARRY TILE
REMARKS
Architects and Engineers
-
NAME
Christopher Kidd & Associates, LLC
SV
CPT
PT
RF
NO.
Proposed Dialysis Clinic for:
FLOOR
ROOM FINISH SCHEDULE
A2.8
DOOR HARDWARE SCHEDULE
FACILITY KEYING SCHEDULE
DOOR HARDWARE SCHEDULE
(NOT ALL NECESSARILY USED)
GM
SM
K2
STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER
DELIVERY ENTRY
GM
SM
K1
STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER
WAITING ROOM TO TREATMENT
GM
M
SM
SEE NOTE (2)
WAITING ROOM TO OFFICES
GM
M
SM
STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER
TREATMENT ROOM TO MECH / STORAGE
GM
M
SM
STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER
AREA MANAGER
GM
M
K
OFFICE FUNCTION LOCKSET
CAPD TRAINING
GM
M
K
OFFICE FUNCTION LOCKSET
CLINIC MANAGER
GM
M
K
OFFICE FUNCTION LOCKSET
DIETITIAN
GM
M
K
OFFICE FUNCTION LOCKSET
SOCIAL WORKER
GM
M
K
OFFICE FUNCTION LOCKSET
DOCTOR
GM
M
K
OFFICE FUNCTION LOCKSET
DOCTOR / EXAM
GM
M
K
CLASSROOM FUNCTION LOCKSET
HOME HEMO TRAINING
GM
M
K
CLASSROOM FUNCTION LOCKSET
IN-SERVICE COORDINATOR
GM
M
K
OFFICE FUNCTION LOCKSET
MULTIPURPOSE
GM
M
K
OFFICE FUNCTION LOCKSET
WIRING CLOSET
GM
M
K
CLASSROOM FUNCTION LOCKSET
RECEPTION
GM
M
SM
CLEAN SUPPLIES
GM
M
SM
STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER
CHIEF TECHNICIAN
GM
M
SM
OFFICE FUNCTION LOCKSET
JANITOR
GM
M
SM
STOREROOM FUNCTION LOCKSET
CONFERENCE ROOM
GM
M
SM
CLASSROOM FUNCTION LOCKSET
TRAINING ROOM
GM
M
SM
CLASSROOM FUNCTION LOCKSET
MEDICAL RECORDS
GM
SM
STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER
MEDICAL WASTE
GM
SM
STOREROOM FUNCTION LOCKSET
LAB PREP
GM
M
SM
CLASSROOM FUNCTION LOCKSET
MED PREP
GM
M
SM
CLASSROOM FUNCTION LOCKSET
FROM TREATMENT ROOM TO MECHANICAL/ STORAGE
GM
M
SM
STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER
FROM TREATMENT ROOM TO CORRIDOR
GM
M
SM
STAND ALONE ACCESS CONTROL WITH KEYED CYLINDER
SINGLE OCCUPANCY STAFF TOILET
NON KEYED LOCKSET
PRIVACY SET
SOILED UTILITY
NON KEYED LOCKSET
PASSAGE SET
DOUBLE OCCUPANCY STAFF TOILET
NON KEYED LOCKSET
PASSAGE SET
STAFF LOUNGE
NON KEYED LOCKSET
PASSAGE SET
CHANGING ROOM
NON KEYED LOCKSET
PRIVACY SET
PATIENT TOILETS
NON KEYED LOCKSET
PRIVACY SET
CORRIDOR
NON KEYED LOCKSET
PASSAGE SET
TECH REPAIR
NON KEYED LOCKSET
PASSAGE SET
INNER VESTIBULE,
ALUMINUM AUTOMATIC
SLIDING DOOR
02
MAIN ENTRANCE WITH
VESTIBULE ALUMINUM
AUTOMATIC SLIDING
DOOR
M
INTERIOR MASTER - (JANITORIAL) OPENS ALL DOORS EXCEPT MEDICAL RECORDS AND MEDICAL WASTE (PROVIDE 2
NON-DUPLICATED KEYJANITORIAL USES EMPLOYEE ENTRY)
SM
SUB MASTER - SELECTED EMPLOYEES OPEN DOORS LISTED (PROVIDE 6 NON-DUPLICATING KEYS)
K1
KEYED ALIKE - EXTERIOR DOORS ONLY (PROVIDE 6 NON-DUPLICATING KEYS)
K
KEYED DIFFERENTLY - OPENS ASSIGNED OFFICE (PROVIDE 2 KEYS FOR EACH OFFICE)
K2
KEYED DIFFERENTLY - EXTERIOR DOOR WITH RECHANGEABLE CORE
IC
INTERCHANGEABLE KEY CORE
NOTES:
1) CYLINDRICAL LOCKS ONLY. NO MORTISE LOCKS TO BE USED.
2) DOOR FROM WAITING TO TREATMENT:
RATED WALL: ELECTRIC STRIKE 'FAIL SECURE', ELECTRIC STOREROOM FUNCTION LOCKSET 'FAIL SAFE'
NON-RATED WALL: ELECTRIC STRIKE 'FAIL SAFE' AND STANDARD CLASSROOM LOCKSET
3) GM, M, SM, K1 EMBOSSED 'NON-DUPLICATING KEYS'
4) ONLY EXTERIOR DOORS TO BE FURNISHED WITH INTERCHANGEABLE KEY CORES.
AS SPECIFIED IN SECTION 08461 AND PER MANUF.
AS SPECIFIED IN SECTION 08461 AND PER MANUF.
AS SPECIFIED IN SECTION 08461 AND PER MANUF.
1 EACH
1 EACH
WOOD OR HOLLOW
METAL NON-RATED
SINGLE WITH
CLASSROOM LOCKSET
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
HINGES
CLASSROOM LOCK
PERMANENT CORE
CONSTRUCTION CORE
STOP
SILENCER
HAG
SCH
SCH
SCH
IVE
IVE
B1191 4-1/2 X 4-1/2 NRP
AL70 (TACTILE WARNING AT ELEC. ROOMS ONLY)
80-036 B123 KEYWAY
80-035
WS407/FS436 AS SPECIFIED
SR64/SR65
26
WOOD OR HOLLOW
METAL RATED SINGLE
WITH STOREROOM
LOCKSET
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
1 EACH
HINGES
STOREROOM LOCK
PERMANENT CORE
CONSTRUCTION CORE
ARMOR PLATE
STOP
SILENCER
SURFACE CLOSER
HAG
SCH
SCH
SCH
HAG
HAG
HAG
LCN
B1191 4-1/2 X 4-1/2 NRP
AL80 (TACTILE WARNING AT JANITOR ONLY)
80-036 B123 KEYWAY
80-035
194S 30" X 2" LDW
236W / 242F AS SPECIFIED
307D
4030
30
WOOD OR HOLLOW
METAL RATED OR
NON-RATED SINGLE
WITH PRIVACY AND
CLOSER
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
2 EACH
HINGES
PRIVACY SET
SURFACE CLOSER
KICK PLATE
STOP
SILENCER
COAT HOOK
HAG
SCH
LCN
HAG
HAG
HAG
BOB
B1191 4-1/2 X 4-1/2 NRP
AL44
4040XP
194S 10" X 2" LDW
236W / 242F AS SPECIFIED
307D
BOBRICK B670
32
WOOD OR HOLLOW
METAL, RATED OR
NON-RATED, WITH
ACCESS CONTROL
LOCKSET AND CLOSER
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
HINGES
TOUCH LOCK
PERMANENT CORE
CONSTRUCTION CORE
SURFACE CLOSER
ARMOR PLATE
STOP
SILENCER
HAG
YAL
SCH
SCH
LCN
HAG
HAG
HAG
B1191 4-1/2 X 4-1/2 NRP
B AU E 4761 LN X TACTILE WARNING ON HANDLE
80-036 B123 KEYWAY
80-035
4030 AS SPECIFIED
194S 30" X 2" LDW
236W / 242F AS SPECIFIED
307D
33
WOOD OR HOLLOW
METAL, RATED OR
NON-RATED SINGLE
WITH ACCESS
CONTROL LOCKSET
AND CLOSER
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
HINGES
TOUCH LOCK
PERMANENT CORE
CONSTRUCTION CORE
SURFACE CLOSER
ARMOR PLATE
STOP
SILENCER
HAG
YAL
SCH
SCH
LCN
HAG
HAG
HAG
B1191 4-1/2 X 4-1/2 NRP
B AU E 4761 LN
80-036 B123 KEYWAY
80-035
4030 AS SPECIFIED
194S 30" X 2" LDW
236W / 242F AS SPECIFIED
307D
34
WOOD OR HOLLOW
METAL NON-RATED
SINGLE WITH
CLASSROOM LOCKSET
AND CLOSER
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
2 EACH
1 EACH
2 EACH
3 EACH
2 EACH
HINGES
CLASSROOM LOCK
ELECTRIC STRIKE
PERMANENT CORE
CONSTRUCTION CORE
AUTO. OPERATOR
ARMOR PLATE
STOP
WALL PLATE SWITCH
SILENCER
BUTTON MINI BOX
HAG
SCH
ADA
SCH
SCH
REC
HAG
HAG
LCN
HAG
SCE
B1191 4-1/2 X 4-1/2 NRP
ND70
7140 FAIL SAFE
80-036 B123 KEYWAY
80-035
8100 SERIES (AS SPECIFIED IN 08720)
194S 30" X 2" LDW
236W / 242F AS SPECIFIED
AS SPECIFIED IN 08720
307D
660-PB
AS SPECIFIED IN SECTION 08461 AND PER MANUF.
BY DOOR MANUFACTURER
BY DOOR MANUFACTURER
ACCESS CONTROL PACKAGE
PANIC HARDWARE/ELECTRIC LOCK
WALL PLATE KEY SWITCH
BALANCE OF HARDWARE
AS SPECIFIED IN SECTION 08461 AND PER MANUF.
A. POWER ON, FIRE ALARM QUIET
- AUTOMATIC SLIDING DOORS ARE SECURE/UNSECURED VIA ROCKER SWITCH LOCATED IN DOOR HEADER AND LOCKING MECHANISM PER SECTION
08460.
B. POWER OUT, FIRE ALARM QUIET
- AUTOMATIC SLIDING DOORS ARE INOPERABLE DUE TO LOSS OF POWER. EMERGENCY PANIC HARDWARE (PART OF DOOR PACKAGE) WILL ALLOW
EGRESS FROM VESTIBULE BUT NOT TO GAIN ENTRY FROM OUTSIDE WITHOUT KEY.
C. POWER ON, FIRE ALARM ACTIVE
- FIRE ALARM DE-ENERGIZES AUTOMATIC SLIDING DOORS. AUTOMATIC SLIDING DOORS ARE INOPERABLE DUE TO LOSS OF POWER. EMERGENCY
PANIC HARDWARE (PART OF DOOR PACKAGE) WILL ALLOW EGRESS FROM VESTIBULE BUT NOT TO GAIN ENTRY FROM OUTSIDE WITHOUT KEY.
06HD
18
18EX
ALUMINUM SINGLE
WITH PANIC DEVICE
HOLLOW METAL
SINGLE WITH ACCESS
CONTROL PANIC
DEVICE
HOLLOW METAL
SINGLE
20
HOLLOW METAL PAIR
WITH PANIC DEVICE
NIGHT LATCH
FUNCTION AND FLUSH
BOLT
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 SET
1 EACH
HINGES
ALUMINUM DOOR PANIC DEVICE
CYLINDER
LOCK GUARD
OFFSET DOOR PULL
SURFACE CLOSER
OVERHEAD STOP
SEALS
DOOR SWEEP
HAG
ADA
SCH
IVE
KAW
LCN
GLY
PEM
BB1191
35NL/OP
AS REQUIRED
LG11
CO-9 BY ALUMINUM DOOR SUPPLIER
4111 EDA
CONCEALED HEAVY DUTY 100S SERIES
BY ALUMINUM DOOR SUPPLIER
BY ALUMINUM DOOR SUPPLIER
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 SET
1 EACH
1 EACH
HINGES
TRIM
PANIC DEVICE
SURFACE CLOSER
OVERHEAD STOP
KICK PLATE
SEALS
DOOR SWEEP
THRESHOLD
IVE
SCE
ADA
LCN
GLY
IVE
PEM
PEM
PEM
5BB1 SERIES AS SPECIFIED
CO-100 WITH OUTSIDE LEVER
8400 SERIES
1461 EDA
CONCEALED HEAVY DUTY 100S SERIES
8400 16" X 2" LDW
290AV
BY ALUMINUM DOOR SUPPLIER
BY ALUMINUM DOOR SUPPLIER
3 EACH
1 EACH
1 EACH
1 SET
1 EACH
1 EACH
1 SET
1 EACH
1 SET
1 EACH
1 EACH
HINGES
AUTO FLUSH BOLT
DUST PROOF STRIKE
LOCKSET
LOCK GUARD
SURFACE CLOSER
SEALS
DOOR SWEEP
ATRIGAL
DRIP CAP
THESHOLD
IVE
HAG
HAG
SCH
IVE
LCN
PEM
PEM
PEM
PEM
PEM
5BB1 SERIES AS SPECIFIED
FB31
280X
L9480
LG12
1461 S CUSH
290AV
18041P-2
303AS
346C
425HD
6 EACH
2 EACH
1 EACH
1 EACH
1 EACH
1 EACH
2 EACH
2 EACH
2 EACH
1 SET
2 EACH
1 SET
1 EACH
HINGES
AUTO FLUSH BOLT
DUST PROOF STRIKE
PANIC DEVICE
CYLINDER
LOCK GUARD
CLOSER (HOLD OPEN)
OVERHEAD STOP
ARMOR PLATE
SEALS
DOOR SWEEP
ASTRAGAL
THRESHOLD
IVE
HAG
HAG
SCH
SCH
IVE
LCN
GLY
IVE
PEM
PEM
PEM
PEM
5BB1 SERIES AS SPECIFIED
FB31
280X
9875NL
AS REQUIRED
LG12
4041 H CUSH
CONCEALED HEAVY DUTY 100S SERIES
8400 30" X 1" LDW
290AV
368DN
18041P-2
425HD
22
WOOD OR HOLLOW
METAL RATED OR
NON-RATED SINGLE
WITH PASSAGE
3 EACH
1 EACH
1 EACH
1 EACH
3 EACH
1 EACH
HINGES
PASSAGE SET
KICK PLATE
STOP
SILENCER
SURFACE CLOSER
HAG
SCH
HAG
HAG
HAG
LCN
B1191 4-1/2 X 4-1/2 NRP
AL10
194S 10" X 2" LDW
236W / 242F AS SPECIFIED
307D
4030 AS SPECIFIED
24A
WOOD OR HOLLOW
METAL NON-RATED
SINGLE WITH OFFICE
LOCKSET
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
2 EACH
HINGES
OFFICE LOCK
PERMANENT CORE
CONSTRUCTION CORE
STOP
SILENCER
COAT HOOK
HAG
SCH
SCH
SCH
IVE
IVE
BOB
B1191 4-1/2 X 4-1/2 NRP
AL50
80-036 B123 KEYWAY
80-035
WS407/FS436 AS SPECIFIED
SR64/SR65
BOBRICK B670
WOOD OR HOLLOW
METAL NON-RATED
SINGLE WITH OFFICE
LOCKSET
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
HINGES
OFFICE LOCK
PERMANENT CORE
CONSTRUCTION CORE
STOP
SILENCER
HAG
SCH
SCH
SCH
IVE
IVE
B1191 4-1/2 X 4-1/2 NRP
AL50
80-036 B123 KEYWAY
80-035
WS407/FS436 AS SPECIFIED
SR64/SR65
WOOD OR HOLLOW
METAL NON-RATED
SINGLE WITH
CLASSROOM LOCKSET
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
1 EACH
HINGES
CLASSROOM LOCK
PERMANENT CORE
CONSTRUCTION CORE
STOP
SILENCER
COAT HOOK
HAG
SCH
SCH
SCH
IVE
IVE
BOB
B1191 4-1/2 X 4-1/2 NRP
AL70
80-036 B123 KEYWAY
80-035
WS407/FS436 AS SPECIFIED
SR64/SR65
BOBRICK B670
24B
25A
HARDWARE NOTES
25B
ALL WIRING AND CONNECTIONS BY DIVISION 16.
OPERATIONAL DESCRIPTION:
IMMEDIATE EGRESS ALWAYS ALLOWED VIA PANIC DEVICE. DURING CLINIC OPENING HOURS, DOOR IS SET TO 'OPEN' WITH HEADER MOUNTED
MOTION SENSOR ACTIVATED FOR BOTH INCOMING AND OUTGOING TRAFFIC, AUTOMATICALLY OPENING DOORS FROM EITHER DIRECTION. PROVIDE
WALL PLATE KEY SWITCH ON BUILDING EXTERIOR FOR AUTHORIZED RE-ENTRY IF DOOR IS IN 'ONE-WAY' OR 'CLOSED' MODE.
KEY:
GRAND MASTER - OPENS ALL DOORS (PROVIDE 2 NON-DUPLICATING KEYS)
3 EACH
1 EACH
ACCESS CONTROL PACKAGE
PANIC HARDWARE/ELECTRIC LOCK
CONTROL MODULE
WALL PLATE KEY SWITCH
BALANCE OF HARDWARE
ALL WIRING AND CONNECTIONS BY DIVISION 16.
OPERATIONAL DESCRIPTION:
IMMEDIATE EGRESS ALWAYS ALLOWED VIA PANIC DEVICE. DOOR SET TO ONE-WAY OPERATION (REMAINS LOCKED FROM OUTSIDE DURING
BUSINESS HOURS, HEADER MOUNTED MOTION SENSOR IS DEACTIVATED FOR INCOMING TRAFFIC. AUTOMATIC OPERATION FOR ACCESS BY REMOTE
RELEASE AT RECEPTION AND NURSE STATION OR AUTOMATIC OPERATION FOR EGRESS BY MOTION SENSOR IN HEADER IN WAITING AREA WHICH
RELEASES SECURE DOOR AND SIGNALS DOOR TO AUTOMATICALLY OPEN. LOCATE REMOTE RELEASES AS DIRECTED BY ARCHITECT). PROVIDE
WALL PLATE KEY SWITCH IN VESTIBULE FOR AUTHORIZED RE-ENTRY IF DOOR IS IN 'ONE-WAY' OR 'CLOSED' MODE. PROVIDE REMOTE DOOR ROCKER
SWITCH CONTROLS IN RECEPTION AREA.
A. POWER ON, FIRE ALARM QUIET
- AUTOMATIC SLIDING DOORS ARE SECURE/UNSECURED VIA CONTROL MODULE LOCATED WHERE SPECIFIED AND LOCKING MECHANISM PER
SECTION 08460.
B. POWER OUT, FIRE ALARM QUIET
- AUTOMATIC SLIDING DOORS ARE INOPERABLE DUE TO LOSS OF POWER. EMERGENCY PANIC HARDWARE (PART OF DOOR PACKAGE) WILL ALLOW
EGRESS FROM WAITING ROOM BUT NOT TO GAIN ENTRY FROM OUTSIDE WITHOUT KEY.
C. POWER ON, FIRE ALARM ACTIVE
- FIRE ALARM DE-ENERGIZES AUTOMATIC SLIDING DOORS. AUTOMATIC SLIDING DOORS ARE INOPERABLE DUE TO LOSS OF POWER. EMERGENCY
PANIC HARDWARE (PART OF DOOR PACKAGE) WILL ALLOW EGRESS FROM WAITING ROOM BUT NOT TO GAIN ENTRY FROM OUTSIDE WITHOUT KEY.
OFFICE FUNCTION LOCKSET
GM
1 EACH
HARDWARE
MANUF.
ALL WIRING AND CONNECTIONS BY DIVISION 16.
OPERATIONAL DESCRIPTION:
FOR CONTROLLED ENTRY (TOGGLE IN SECURE POSITION) -IMMEDIATE EGRESS ALWAYS ALLOWED. MANUAL ACCESS BY KEY.
AUTOMATIC OPERATION FOR ACCESS BY REMOTE RELEASE AT RECEPTIONIST AND NURSE STATION OR AUTOMATIC OPERATION FOR
EGRESS BY ACTUATOR IN TREATMENT AREA WHICH SIGNALS AUTOMATIC OPERATOR TO RELEASE ELECTRIC STRIKE AND OPEN
DOOR. LOCATE REMOTE RELEASE AND ACTUATORS AS DIRECTED BY ARCHITECT.
FOR NON-CONTROLLED ENTRY (TOGGLE IN NON-SECURE POSITION) IMMEDIATE EGRESS ALWAYS ALLOWED. TOGGLE (BY OTHERS) IN AUTOMATIC OPERATOR HEAD TO RELEASE AND HOLD ELECTRIC
STRIKE AND ENABLE OUTSIDE AUTOMATIC OPERATOR ACTUATOR. MANUAL OPERATION BY PUSH N' GO FEATURE OR AUTOMATIC
OPERATION BY PUSHING EITHER ACTUATOR OR REMOTE RELEASE WHICH WILL SIGNAL AUTOMATIC OPERATOR TO OPEN DOOR.
LOCATE ACTUATORS AS DIRECTED BY ARCHITECT.
A. POWER ON, FIRE ALARM QUIET
- DOOR OPERATOR IS SECURE/UNSECURED VIA ROCKER SWITCH LOCATED IN DOOR OPERATOR.
B. POWER OUT, FIRE ALARM QUIET
- DOOR OPERATOR IS INOPERABLE DUE TO LOSS OF POWER. ELECTRIC STRIKE "FAIL SAFE". HARDWARE WILL ALLOW EGRESS FROM
TREATMENT AREA AND ALLOW ENTRY FROM WAITING ROOM.
C. POWER ON, FIRE ALARM ACTIVE
- FIRE ALARM DE-ENERGIZES ELECTRIC STRIKE AND DOOR OPERATOR. DOOR OPERATOR IS INOPERABLE DUE TO LOSS OF POWER.
ELECTRIC STRIKE "FAIL SAFE". HARDWARE WILL ALLOW EGRESS FROM TREATMENT AREA AND ALLOW ENTRY FROM WAITING ROOM.
36
WOOD OR HOLLOW
METAL, RATED OR
NON-RATED SINGLE
WITH ACCESS
CONTROL LOCKSET
AND CLOSER
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
HINGES
TOUCH LOCK
PERMANENT CORE
CONSTRUCTION CORE
SURFACE CLOSER
KICK PLATE
STOP
SILENCER
HAG
YAL
SCH
SCH
LCN
IVE
IVE
IVE
B1191 4-1/2 X 4-1/2 NRP
B AU E 4761 LN
80-036 B123 KEYWAY
80-035
4030 AS SPECIFIED
8400 10" X 2" LDW
WS407/FS436 AS SPECIFIED
SR64/SR65
37
WOOD OR HOLLOW
METAL, RATED OR
NON-RATED SINGLE
WITH ACCESS
CONTROL LOCKSET
AND CLOSER
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
3 EACH
HINGES
TOUCH LOCK
PERMANENT CORE
CONSTRUCTION CORE
SURFACE CLOSER
ARMOR PLATE
STOP
SILENCER
HAG
YAL
SCH
SCH
LCN
IVE
IVE
IVE
B1191 4-1/2 X 4-1/2 NRP
B AU E 4761 LN X TACTILE WARNING ON HANDLE
80-036 B123 KEYWAY
80-035
4030 AS SPECIFIED
8400 30" X 2" LDW
WS407/FS436
SR64/SR65
41
ALUMINUM, NON-RATED
STOREFRONT TYPE
DOOR, NO LOCKSET
3 EACH
1 EACH
1 EACH
1 EACH
1 EACH
HINGES
PUSH BAR
CLOSER
ADAPTER PLATE
PULL
42
HOLLOW METAL PAIR
WITH FLUSHBOLT
6 EACH
2 EACH
1 EACH
HINGES
MANUAL FLUSH BOLT
PASSAGE LOCK
HAG
IVES
SCH
B1191 4-1/2 X 4-1/2 NRP
FB458
AL10
43
WOOD OR HOLLOW
METAL PAIR, FLUSH
BOLTS
6 EACH
1 SET
1 EACH
1 EACH
1 EACH
1 EACH
1 EACH
2 EACH
2 EACH
2 EACH
6 EACH
HINGES
AUTO FLUSH BOLT
DUST PROOF STRIKE
TOUCH LOCK
COORDINATOR
CYLINDER CORE
CONSTRUCTION CORE
CLOSER (HOLD OPEN)
ARMOR PLATE
STOP
SILENCER
HAG
IVE
IVE
YAL
IVE
SCH
SCH
LCN
IVE
IVE
IVE
B1191 4-1/2 X 4-1/2 NRP
FB31P/FB41P AS REQUIRED
DP1
B AU E 4761 LN
COR
80-036 B123 KEYWAY
80-035
4030 HD
8400 30" X 1" LDW
WS407/FS436
SR64/SR65
LCN
LCN
PER MANUFACTURER SPECIFICATIONS
PER MANUFACTURER SPECIFICATIONS
4030 AS SPECIFIED
4040-18PA
PER MANUFACTURER SPECIFICATIONS
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
ZTK
Checked By:
EAH
Date Drafted:
10/15/2013
Project #:
13049-02
---
EMPLOYEE ENTRY
01
HARDWARE
REVISION DESCRIPTION
LOCK CYLINDER WITH IC
QUANTITY
DATE
K1
DOOR TYPE
#
SM
NO.
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
GM
HARDWARE NOTES
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
PATIENT ENTRY
HARDWARE
MANUF.
HARDWARE
Architects and Engineers
LOCKSET TYPE
QUANTITY
Christopher Kidd & Associates, LLC
KEYING SYSTEM
DOOR TYPE
Proposed Dialysis Clinic for:
ROOM
NO.
DOOR HARDWARE SETS AND KEYING SCHEDULE
A2.9
5/8" GYPSUM BOARD
2x4 WOOD FRAMING AS
REQUIRED
EXISTING STEEL
BEAM
EXISTING COLUMN
BEYOND
GYPSUM BOARD CEILING AT EXISTING STEEL BEAM
1
1.
2.
THIS DRAWING IS SCHEMATIC IN NATURE AND IS INTENDED TO BE FOR REFERENCE ONLY.
CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND VERIFYING THE EXISTING
CONDITIONS AND CONSTRUCTION TYPE, PRIOR TO BID.
CONTRACTOR SHALL VERIFY HEIGHTS / CLEARANCES FROM FLOOR TO STRUCTURE ABOVE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ENCLOSING THE ATTIC SPACE AS SHOWN WITH
A CONTINUOUS TYPE 'X' GYPSUM BOARD MEMBRANE ATTACHED DIRECTLY TO THE
STRUCTURE. PROVIDE EXPANSION / CONTROL JOINTS PER MANUFACTURERS
RECOMMENDATIONS.
3.
4.
3
2
4
5
6
SEE MECHANICAL
DRAWINGS FOR
RTU INFORMATION
7
8
EXISTING
STRUCTURAL BEAM
BEHIND - SEE
DETAIL FOR GYP
BOARD WRAP
EXISTING ROOF
STRUCTURE
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
Proposed Dialysis Clinic for:
1 1/2" = 1'-0"
GENERAL SECTION NOTES
1
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
5/8" GYPSUM BOARD ON
UNDERSIDE OF EXISTING
STRUCTURE WITH
VAPOR BARRIER AND
R-30 INSULATION ABOVE
Architects and Engineers
Christopher Kidd & Associates, LLC
EXISTING WOOD TRUSS
5/8" GYPSUM BOARD ON
UNDERSIDE OF EXISTING
STRUCTURE WITH VAPOR
BARRIER AND R-30
INSULATION ABOVE
EL ± 114'-0"
BO STRUCTURE
DAPW CEILING
ACT CEILING
ACT CEILING
ACT CEILING
GWB SOFFIT
ACT CEILING
ACT CEILING
GWB SOFFIT
EL ± 112'-6"
BO BEAM
TREATMENT
ROOM
108
TO
EXTERIOR
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
10'-0"
TO
SEPARATION
ROOM
109
8'-6"
TO
VESTIBULE
100
8'-0"
WAITING
ROOM
101
10'-0"
10'-0"
8'-8"
PATIENT
TOILET
103
8'-0"
1
A4.0
Copyright 2013
EL 100'-0"
FINISH FLOOR
Drafted By:
MHL
Checked By:
SBL
Date Drafted:
10/15/2013
13049-02
---
Project #:
CORNER GUARDS
TYPICAL
EXISTING EXTERIOR
WINDOW
EXISTING
STRUCTURAL
COLUMN BEHIND
BASE AS
SCHEDULED
EXISTING
CONCRETE SLAB
EXISTING EXTERIOR
WINDOW
EXISTING
FOUNDATION WALL
EAST / WEST BUILDING SECTION
DATE
1/4" = 1'-0"
#
2
HALF WALL WITH
SOLID SURFACE
SILL BY MILLWORK
VENDOR
REVISION DESCRIPTION
MOLDED VINYL
CHAIR RAIL
BUILDING SECTION
SCALE: 1/4" = 1'-0"
(REFERENCE ONLY)
A4.0
COL
4
BY TENANT IMPROVEMENT CONTRACTOR:
· R-30 INSULATION
· 6 MIL VAPOR BARRIER
· 5/8" GYPSUM BOARD
· INTERIOR FINISH
BY TENANT IMPROVEMENT CONTRACTOR:
· R-30 INSULATION
· 6 MIL VAPOR BARRIER
· 5/8" GYPSUM BOARD
· INTERIOR FINISH
EL. 114'-0"
TRUSS BEARING
EL. 114'-0"
TRUSS BEARING
R-30 INSULATION AND 6 MIL
VAPOR BARRIER
R-30 INSULATION AND
VAPOR BARRIER
5/8" GYPSUM BOARD
5/8" GYPSUM BOARD
ONE LAYER 5/8" GYPSUM
BOARD OVER 6 MIL VAPOR
BARRIER
ONE LAYER 5/8" GYPSUM
BOARD OVER VAPOR
BARRIER
BY SHELL CONTRACTOR:
· FIBER CEMENT BOARD HORIZONTAL LAP SIDING
· 1" XPS RIGID INSULATION BOARD
· WATER RESISTIVE BARRIER
· 1/2" EXTERIOR GRADE PLYWOOD
· 2x6 WOOD STUDS AT 16" OC WITH BATT INSULATION
BY SHELL CONTRACTOR:
· FIBER CEMENT BOARD HORIZONTAL LAP SIDING
· 1" XPS RIGID INSULATION BOARD
· WATER RESISTIVE BARRIER
· 1/2" EXTERIOR GRADE PLYWOOD
· 2x6 WOOD STUDS AT 16" OC WITH BATT INSULATION
BY TENANT IMPROVEMENT CONTRACTOR:
· 6 MIL VAPOR BARRIER
· 5/8" GYPSUM BOARD
· INTERIOR FINISH
BY TENANT IMPROVEMENT CONTRACTOR:
· 6 MIL VAPOR BARRIER
· 5/8" GYPSUM BOARD
· INTERIOR FINISH
EL. 108'-8"
T.O. WINDOW
PROVIDE BLOCKING FOR
WALL ANGLE MOUNTING
GYP CEILING OR DAPW
CEILING SYSTEM - SEE
REFLECTED CEILING PLAN
5/8" GYPSUM BOARD
CONTINUOUS SEALANT AND
BACKER ROD AT WINDOW
OPENINGS - TYPICAL
TYPICAL EXTERIOR WALL
CONSTRUCTION
Proposed Dialysis Clinic for:
GYP CEILING OR DAPW
CEILING SYSTEM - SEE
REFLECTED CEILING PLAN
TYPICAL EXTERIOR WALL
CONSTRUCTION
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
4
12
BY SHELL CONTRACTOR:
· ASPHALT SHINGLES
· ROOFING FELT
· 3/4" EXTERIOR GRADE PLYWOOD
· WOOD TRUSS STRUCTURE
PROVIDE BLOCKING FOR
WALL ANGLE MOUNTING
EXISTING WINDOW SYSTEM BY SHELL CONTRACTOR
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
COL
BY SHELL CONTRACTOR:
· ASPHALT SHINGLES
· ROOFING FELT
· 3/4" EXTERIOR GRADE PLYWOOD
· WOOD TRUSS STRUCTURE
Architects and Engineers
12
TYPICAL ROOF CONSTRUCTION
Christopher Kidd & Associates, LLC
TYPICAL ROOF CONSTRUCTION
CONTINUOUS SEALANT AND
BACKER ROD AT WINDOW
OPENINGS - TYPICAL
EL. 103'-10"
EL. 103'-10"
WINDOW STOOL BY
MILLWORK VENDOR
TYPICAL EXTERIOR WALL
CONSTRUCTION
ONE LAYER 5/8" GYPSUM
BOARD OVER 6 MIL VAPOR
BARRIER (USE DENS ARMOR
PLUS WALLBOARD WHERE
REQUIRED)
BASE AS SCHEDULED
FINISH FLOORING - SEE
FINISH FLOORING PLAN
AND ROOM FINISH
SCHEDULE
BY SHELL CONTRACTOR:
· BRICK VENEER
· 1" XPS RIGID INSULATION BOARD
· WATER RESISTIVE BARRIER
· 1/2" EXTERIOR GRADE PLYWOOD
· 2x6 WOOD STUDS AT 16" OC WITH BATT INSULATION
BY TENANT IMPROVEMENT CONTRACTOR:
· 6 MIL VAPOR BARRIER
· 5/8" GYPSUM BOARD
· INTERIOR FINISH
TYPICAL EXTERIOR WALL
CONSTRUCTION
BY SHELL CONTRACTOR:
· BRICK VENEER
· 1" XPS RIGID INSULATION BOARD
· WATER RESISTIVE BARRIER
· 1/2" EXTERIOR GRADE PLYWOOD
· 2x6 WOOD STUDS AT 16" OC WITH BATT INSULATION
ONE LAYER 5/8" GYPSUM
BOARD OVER 6 MIL VAPOR
BARRIER (USE DENS ARMOR
PLUS WALLBOARD WHERE
REQUIRED)
BY TENANT IMPROVEMENT CONTRACTOR:
· 6 MIL VAPOR BARRIER
· 5/8" GYPSUM BOARD
· INTERIOR FINISH
BASE AS SCHEDULED
FINISH FLOORING - SEE
FINISH FLOORING PLAN
AND ROOM FINISH
SCHEDULE
EL. 100'-0"
EL. 100'-0"
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
MHL
Checked By:
SBL
Date Drafted:
10/15/2013
13049-02
DATE
REVISION DESCRIPTION
---
Project #:
EXTERIOR WALL SECTION
1" = 1'-0"
1
EXTERIOR WALL SECTION
1" = 1'-0"
#
2
EXTERIOR WALL SECTIONS
SCALE : 1" = 1'-0"
A5.0
103 118
OPP
AS-13
SCALE:
3/8" = 1'-0"
131
(8) 2" CONDUIT SLEEVES FOR DATA/
COAXIAL CABLE, TERMINATE 6"
BELOW FINISH CEILING (TYPICAL)
AP-5
1'-6"
36" GRAB BAR WITH SAFETY GRIP,
PROVIDE WOOD BLOCKING
BASE AS SCHEDULED
SEE SHEET A2.1
NOTE:
SEE ELEVATION #7 ON THIS
SHEET FOR TOILET ROOM
WALL FINISH INFORMATION.
3/8" = 1'-0"
127
WALL TILE
128
OPP
4
AS-16
6"
NOTE:
COORDINATE FINAL
EQUIPMENT LAYOUT WITH
EXISTING ROOF ACCESS
LADDER LOCATION
WIRING CLOSET
SCALE:
4'-4"
8'-8"
2'-10"
EQ
OPERATION &
MAINTENANCE
MANUAL
LSC 2000
MANUAL
VOL. 1
2"X2"X3/16" STEEL ANGLE TO
SUPPORT 18" CABLE TRAY, WALL
ANGLE SUPPORT KIT BY
CHATSWORTH MODEL 11421-1-18
(TYPICAL) BOTH SIDES
BUILDING
MAINTENANCE
MANUAL
6'-9"
2'-4"
2'-0" 2"
4'-0"
ANCHOR TO FLOOR WITH 3/8"
EXPANSION BOLTS (TYPICAL)
EXISTING ROOF
ACCESS LADDER.
GFI ELECTRICAL
RECEPTACLE AT 42" AFF
EQ
AS BUILT DRAWINGS
QUAD RECEPTACLES
AT 18" AFF
STAFF TOILET
2'-0"
SEE SHEET A2.1
3/8" = 1'-0"
VOICE, DATA, PATIENT
NETWORK RACK 24"W X 30"D
X 81"H (OFIC)
TV EQUIPMENT RACK 24"W X
30"D X 81"H (NIC) (FOR
SATELLITE TV SYSTEMS ONLY ,
SHOWN FOR REFERENCE)
136
SCHLUTER
JOLLY EDGE
SUBSTRATE
WALL TILE
AA-2
6"
AA-1
DENS ARMOR PLUS
WALLBOARD
THROUGHOUT WITH
SEMI-GLOSS PAINT
(TYPICAL)
PORCELAIN
TILE AS SHOWN
(TYPICAL)
SEE DETAIL
AA-2 (TYPICAL)
SCHLUTER JOLLY
TRIM CAP (A100ACG
STAINLESS STEEL
304) - TYPICAL
8"
8"
7'-0"
8"
CLASS 'A' FRP TO 8'-0"
AFF OVER DENS ARMOR
PLUS WALLBOARD
THROUGHOUT
CLASS 'A' FRP TO 8'-0" AFF
OVER DENS ARMOR PLUS
WALLBOARD THROUGHOUT
BEDPAN WASHER WITH
VACUUM BREAKER, SEE
PLUMBING DRAWINGS
FOR MORE INFORMATION
8"
CUT TILE AT
WALL TO WALL
INTERSECTIONS
8"
COVED SHEET
VINYL BASE TYPICAL
SHELVING,
BY OWNER'S
MILLWORK
VENDOR
3'-8"
1'-3"
TYPICAL REMAINING
WALLS OF TOILET ROOM
30" HOSE AND
BRACKET MOUNT
AT 3'-0" AFF
BASE AS
SCHEDULED
6"
6"
SCHLUTER
QUADEC TRIM
BASE (Q60EB
STAINLESS STEEL
304) - TYPICAL
TYPICAL WET WALL OF
TOILET ROOM
SHELVING AND BRACKETS
BY OWNER'S MILLWORK
VENDOR
4'-0"
8"
MOP HANGER,
PROVIDE SOLID
BLOCKING, FIAT
#889-CC
8'-0"
SUBSTRATE
4'-6"
CLEAR
SILICONE
SEALANT
7'-6"
COVED SHEET
VINYL BASE
6"
SCHLUTER
QUADEC
EDGE
SEE DETAIL
AA-1 (TYPICAL)
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
BASE AS SCHEDULED
6
A7.1
CONTINUOUS BEAD OF SILICONE SEALANT
AROUND PERIMETER OF MOP BASIN
6
A7.1
Copyright 2013
7
TYPICAL TOILET ROOM TILE WALLS
SCALE:
5
3/8" = 1'-0"
SOILED UTILITY
SCALE:
2
3/8" = 1'-0"
140
AS-3
JANITOR
SCALE:
3/8" = 1'-0"
141
Drafted By:
HW
Checked By:
EAH
Date Drafted:
10/15/2013
Project #:
13049-02
6" SHEET VINYL
COVE BASE
17"-19"
SOAP LEDGE
5/8"x 10" PLYWOOD
STRIPS, FASTENED
TO STUDS (2 PLACES)
SHOWER BENCH
3'-5"
VARIES
SLIP RESISTANT
SURFACE
8
SCALE:
3/8" = 1'-0"
FINAL LOCATION OF
ACCESSIBLE LOCKER SHALL BE
DETERMINED BY FMC PROJECT MANAGER
NOTE:
SEE ELEVATION #7 ON
THIS SHEET FOR WALL
FINISH INFORMATION.
129
BASE AS SCHEDULED
OVER 4" ZEE MOUNT
BY MANUFACTURER
6
4'-11" AFF TO
CENTERLINE OF
PLYWOOD
BLOCKING
3/8" = 1'-0"
REVISION DESCRIPTION
9" AFF TO
CENTERLINE
OF PLYWOOD
BLOCKING
TYP SECTION
INTERIOR ELEVATIONS
TYPICAL STAFF LOCKERS
SCALE:
DATE
HANDICAP ACCESSIBLE
SHOWER STALL
4'-2"
LOCKERS 12"W x 12"D x
60"H (DOUBLE TIER)
GRAB BARS
STAFF SHOWER
5/8" DRYWALL
OVER 3-5/8"
METAL STUDS
PROVIDE FILLER STRIP
ON BOTH SIDES AS
REQUIRED, TPICAL
TYPICAL STAFF LOCKER NOTES:
1. PROVIDE FILLER STRIPS ON EACH END OF LOCKER ROW AS
REQUIRED.
2. LOCKERS ARE FURNISHED AND INSTALLED BY CONTRACTOR.
3. PROVIDE RECESSED, ADA COMPLIANT HANDLES AT AN EQUAL
NUMBER OF LOCKERS, FOR A TOTAL OF AT LEAST 5% ADA
COMPLIANT LOCKERS.
4. ACCESSIBLE LOCKER: HOOKS OR SHELVES SHALL BE 48" MAX
FOR HIGH SIDE REACH AND 15" MIN FOR LOW SIDE REACH (PER
ANSI STANDARDS). HARDWARE TO COMPLY WITH ICC/ANSI
A117.1-2009 STANDARDS FOR ACCESSIBLE DESIGN. TOUCH
LATCHES AND U-SHAPED PULLS ARE A CCEPTABLE.
5. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY STICKER
6. PROVIDE 5'-0" DIAMETER TURNING RADIUS IN FRONT OF HC
ACCESSIBLE LOCKER.
#
LOCKER DOOR HANDLES
TO BE LEFT HAND REVERSE
AS SHOWN, TYPICAL
---
SOFFIT ABOVE LOCKERS
SHALL BE CONSTRUCTED OF
5/8" GYPSUM BOARD ON 3-5/8"
METAL FRAMING AT 24" OC
8'-0"
SCALE:
FASTEN SLATWALL
PANEL TO WALL
3/4" PLYWOOD FULL HEIGHT
OF WALL
8'-0"
CONTINUOUS BEAD OF CLEAR
SILICONE SEALANT AROUND
PERIMETER OF BOWL
AP-9
TELEPHONE EQUIPMENT
(BY OTHERS)
1'-3"
TYP
SEE SHEET A2.1
12" BASKET TYPE CABLE TRAY AT
90" AFF CABLOFIL CF54/300 EZ
MODEL OR EQUAL, HANG PER
MANUFACTURERS INSTRUCTIONS FOR SATELLITE SYSTEMS ONLY
3/4" PLYWOOD FULL
HEIGHT OF WALL
CABLE TV EQUIPMENT
(BY OTHERS)
5'-4"
TYP
7"-9"
10
VITREOUS
KNEE SHROUD
3/8" THREADED ROD AS REQUIRED
TO STRUCTURE ABOVE WITH
THREADED CLG KIT BY
CHATSWORTH MODEL NO 11310-001
TV EQUIPMENT
RACK
(NIC)
6" SHEET VINYL COVE
BASE
PTD
5'-0"
TOP OF TILE
2'-10"
℄
GYPSUM WALL BOARD CEILING,
SEE SHEET A2.5
FASTEN 3/4" PLYWOOD TO
SUPPORT STEEL ANGLE
SECURITY EQUIPMENT
(BY OTHERS)
WALL MOUNTED
TELEPHONE SYSTEM
EQUIPMENT
PAPER TOWEL
DISPENSER
℄
101
7'-6"
MIRRORCENTER
OVER
SINK
3'-0"
2'-10"
5'-0"
TOP OF TILE
JUNCTION BOX TO
SUPPLY TRAY MOUNTED
DUPLEX RECEPTACLES
6"
3/8" = 1'-0"
GROUNDING BAR,
CONNECTED TO
BUILDING GROUND,
MOUNT AT 87" AFF
1'-3"
MIN
SURFACE MOUNTED
TOILET PAPER DISPENSER
1'-0"
2'-10"
3'-3"
42" GRAB BAR WITH
SAFETY GRIP, PROVIDE
WOOD BLOCKING
1'-6"
4'-6"
3'-3"
SCALE:
SLAT WALL NOTES:
1. SUNCAST 1' X 4' SLAT WALL PANEL
2. SUNCAST 8" X 12' X 8-1/2" STORAGE BASKET
3. (2) SUNCAST 2" X 7" J-HOOK
4. 6" PVC TUBE, 28" LONG
PROVIDE CONDUIT WITH PULL
STRING FOR INCOMING "D-MARK"
PHONE, VERIFY FINAL LOCATION
IN FIELD
9"
FLUSHING DEVICE SHALL
BE LOCATED ON SIDE
OPPOSITE WALL/GRAB RAIL
PROVIDE APPROPRIATE
TOILET TANK (TYPICAL)
WALL MOUNTED LIGHT
CENTERED OVER SINK
6'-6"
18" VERTICAL GRAB
BAR WITH SAFETY
GRIP, PROVIDE
WOOD BLOCKING
10'-0"
RECEPTION WINDOW ELEVATION
1
PROVIDE CONDUIT WITH PULL STRING FOR
SATELLITE TV SYSTEM OR CABLE TV INCOMING
SERVICE, VERIFY FINAL LOCATION IN FIELD
FULL HEIGHT TILE
ON WET WALL
4'-4"
10'-0"
1'-3"
TECH REPAIR
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
102
SLIDING LOCKABLE
GLASS WINDOW
WALL MOUNTED LAUNDRY
TUB - SEE PLUMBING
DRAWINGS FOR MORE
INFORMATION
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
3/8" = 1'-0"
3
5
A7.1
Architects and Engineers
NOTE:
SEE ELEVATION #7 ON THIS
SHEET FOR TOILET ROOM
WALL FINISH INFORMATION.
BASE AS
WALL HUNG TECH REPAIR
SCHEDULED
CABINET BY OWNERS MILLWORK
VENDOR WITH (OWNER FURNISHED)
VALVE BOX FASTENED TO PANEL
1'-0"
SCALE:
MOSAIC TILE BELOW CHAIR RAIL AT
WALLS ADJACENT TO RECEPTION
AS SHOWN ON SHEET A2.3
NETWORK RACK
(OFIC)
AP-9
DATA OUTLET
AT 48" AFF
BASE AS
SCHEDULED
PATIENT TOILET
MOLDED VINYL CHAIR RAIL AT 36"
AFF TO TOP OF RAIL CAULK TOP
EDGE
14'-0"
9
PTD
SOLID SURFACE COUNTER AND
TRIM BY OWNER'S MILLWORK
VENDOR
Proposed Dialysis Clinic for:
7"-9"
36" GRAB BAR WITH SAFETY GRIP,
PROVIDE WOOD BLOCKING
6
A7.0
SD
(NIC)
BASE AS SCHEDULED
SEE SHEET A2.1
CONTINUOUS BEAD OF CLEAR
SILICONE SEALANT AROUND
PERIMETER OF BOWL
GFI RECEPTACLES
AT 48" AFF
SIM
SURFACE MOUNT TOILET
PAPER DISPENSER AT #102
RECESSED TOILET PAPER
DISPENSER AT #103 & #118
4'-0" RO
WALL COVERING ABOVE CHAIR
RAIL, SEE SHEET A2.3 FOR
MORE INFORMATION
8'-8"
1'-6"
1'-6"
TECH REPAIR
WORK BENCH
(OFIC)
42" GRAB BAR WITH
SAFETY GRIP, PROVIDE
WOOD BLOCKING
1'-3"
MIN
1'-3"
TYP
GYPSUM BOARD SOFFIT, WALL
COVERING AT VERTICAL FACES,
SEE REFLECTED CEILING PLAN
FOR MORE INFORMATION
2'-10"
6" SHEET VINYL COVE
BASE
1'-0"
3'-3"
℄
SHELVING,
BY OWNER'S
MILLWORK
VENDOR
4'-6"
3'-3"
NURSE CALL WITH
CHAIN AT 42" AFF
CLASS 'A' FRP TO 8'-0"
AFF OVER DENS ARMOR
PLUS WALLBOARD
3'-0" RO
5'-0"
6"
2'-10"
5'-0"
TOP OF TILE
2'-10"
VITREOUS
KNEE SHROUD
FLUSHING DEVICE SHALL
BE LOCATED ON SIDE
OPPOSITE WALL/GRAB RAIL
PROVIDE APPROPRIATE
TOILET TANK (TYPICAL)
5'-0"
TOP OF TILE
2'-10"
℄
PTD
6'-6"
PAPER TOWEL
DISPENSER
3'-0"
18" VERTICAL GRAB
BAR WITH SAFETY
GRIP, PROVIDE
WOOD BLOCKING
2'-6"
WALL MOUNTED LIGHT
CENTERED OVER SINK
MIRRORCENTER
OVER
SINK
CLASS 'A' FRP TO 8'-0"
AFF OVER DENS ARMOR
PLUS WALLBOARD
ELEC RECEPTACLES
AT 48" AFF
3
A7.0
Christopher Kidd & Associates, LLC
CLASS 'A' FRP TO 8'-0" AFF
OVER DENS ARMOR PLUS
WALLBOARD
FULL HEIGHT TILE
ON WET WALL
PENDENT LIGHTS, SEE ELECTRICAL
DRAWINGS FOR MORE INFORMATION
12
A7.0
SCALE: 3/8" = 1'-0"
126
129
A6.0
6"
TYP.
5/8" DENS ARMOR PLUS WALLBOARD
BEHIND DIALYSIS CABINETS TO 48"
AFF OR BOTTOM OF UNDERSIDE OF
WINDOW SILL
CEILING LINE
DOOR CONTROL
MODULE FOR INNER
VESTIBULE DOOR
NURSE CALL
ANNUNCIATOR
8"
FLOOR DRAIN, SEE PLUMBING
DRAWINGS (TYPICAL)
DIALYSIS COUNTER SECTION
SCALE:
CUT OUT FOR SINGLE
GANG JUNCTION BOX AND
AUDIO CABLE - SEE
ELECTRICAL (TYPICAL)
7" HIGH COVED
SHEET VINYL BASE
LOCATE DOUBLE GFI OUTLET
FOR DIALYSIS EQUIPMENT AS
DEPICTED (TYPICAL)
CORNERGUARD (TYPICAL)
SHEET VINYL WITH 7" HIGH
INTEGRAL COVED BASE OVER
CONCRETE SLAB ON GRADE
AT-25
TREATMENT ROOM
DOOR RELEASE
BUTTON AND
ROCKER SWITCH
3'-0"
NURSE STATION,
SEE MILLWORK
DRAWINGS FOR
MORE INFORMATION
2'-10"
2 x 6 CONTINUOUS
WOOD BLOCKING
3"
COVED SHEET
VINYL BASE
3'-0"
FIRE ALARM
PULL STATION
PLASTIC LAMINATED SHROUD
AT ALL FLOOR DRAINS AND PVC
SLEEVES (TYPICAL)
9
RO BOX TO BE FASTENED
PER MANUFACTURER'S
INSTRUCTIONS
EXISTING EXTERIOR WALL
FASTEN VALVE BOX TO
PANEL PER MANUFACTURERS
INSTRUCTIONS
PLASTIC LAMINATED SHROUD
AT ALL FLOOR DRAINS (TYPICAL)
5
1" = 1'-0"
6,9,10
A7.0
TYP.
24" WIDE REMOVABLE ACCESS PANEL,
CENTERED ABOVE VALVE BOX
MOUNTING HEIGHTS AT NURSE STATION
SCALE:
3/4" = 1'-0"
1
DIALYSIS COUNTER ELEVATION
SCALE:
3/4" = 1'-0"
7"
EXISTING EXTERIOR WINDOW
PROVIDE DOUBLE STUDS
TYPICAL AT ALL HEADS
WINDOW SILL BY OWNER'S
MILLWORK VENDOR
5/8" DENS ARMOR PLUS
WALLBOARD TO UNDERSIDE OF
WINDOW SILL BEHIND DIALYSIS
CABINETS
WATER VENDOR SHALL PULL
RO/SDS TUBING AND MAKE
CONNECTIONS
FRAME ANCHORS
WALL HUNG DIALYSIS
COUNTER BY OWNER'S
MILLWORK VENDOR
5/8" GYPSUM WALLBOARD
(EACH SIDE) OVER METAL
STUD FRAMING, SEE
SHEET LS2.0 FOR WALL
TYPES
WATER VENDOR SHALL PULL
RO/SDS TUBING AND MAKE
CONNECTIONS
EXISTING EXTERIOR WALL
3'-0"
FASTEN VALVE BOX TO
PANEL PER MANUFACTURERS
INSTRUCTIONS
3'-0"
FASTEN VALVE BOX TO
PANEL PER MANUFACTURERS
INSTRUCTIONS
2 x 6 CONTINUOUS
WOOD BLOCKING
PLASTIC LAMINATED SHROUD
AT ALL FLOOR DRAINS AND PVC
SLEEVES (TYPICAL)
BASE AS SCHEDULED
SHEET VINYL WITH 7" HIGH
INTEGRAL COVED BASE OVER
CONCRETE SLAB ON GRADE
FLOOR DRAIN, SEE PLUMBING
DRAWINGS (TYPICAL)
6
1" = 1'-0"
3'-4"
7 1/2"
DIALYSIS COUNTER SECTION
SCALE:
1/4" TEMPERED GLASS
SET IN SEALANT
BASE AS SCHEDULED
PLASTIC LAMINATED SHROUD
AT ALL FLOOR DRAINS AND PVC
SLEEVES (TYPICAL)
SHEET VINYL WITH 7" HIGH
INTEGRAL COVED BASE OVER
CONCRETE SLAB ON GRADE
AT-25
HOLLOW METAL FRAME
PAINT TO MATCH DOOR FRAME
3/4" X 3/4" APPLIED METAL STOP
(PAINTED TO MATCH FRAME)
2 x 6 CONTINUOUS
WOOD BLOCKING
8"
10
3'-10"
WALL HUNG DIALYSIS
COUNTER BY OWNER'S
MILLWORK VENDOR
HOLLOW METAL FRAME WITH 3
ANCHORS MINIMUM PER JAMB
5/8" DENS ARMOR PLUS
WALLBOARD TO 48" AFF BEHIND
DIALYSIS CABINETS
AT-25
DIALYSIS COUNTER SECTION
SCALE:
CLINIC MANAGER SIDE
FLOOR DRAIN, SEE PLUMBING
DRAWINGS (TYPICAL)
2
1" = 1'-0"
TREATMENT ROOM SIDE
SECTION AT CLINIC MANAGER WINDOW
SCALE:
1 1/2" = 1'-0"
WALL PARTITION AS
SPECIFIED
2'-0" MINIMUM
(3'-0" PREFERRED)
WALL COVERING
2'-0" MINIMUM
(3'-0" PREFERRED)
SEE SHEET LS2.0 FOR PARTITION
HEAD ANCHORAGE
HORIZONTAL SLEEVE
FIRE RATED 5/8" EXTERIOR GRADE PLYWOOD,
CAULK ALL JOINTS WITH TREMCO DYMONIC FC
6 3/4"
MIN CLR
COORDINATE
PLACEMENT OF VERTICAL
AND HORIZONTAL PVC
SLEEVING FOR REQUIRED
BENDING RADIUS OF
TEFLON TUBING LOOP
WOOD BLOCKING
HEADER
6"
CLASS 'A' FIRE RATED FRP (ALL WALLS) MAINTAIN
1/4" GAP AT BOTTOM OF PANEL, SET IN
CONTINUOUS BEAD OF SILICONE SEALANT
7" HIGH CONTINUOUS WATER SHIELD FLASHING
BEHIND GYPSUM BOARD AND FRP
SOLID SURFACE TRANSACTION
COUNTER BY OWNER'S
MILLWORK VENDOR
WORKSURFACE BY
OWNER'S MILLWORK
VENDOR
CHASE BY OWNER'S
MILLWORK VENDOR
PAINT ALL TRIM TO MATCH
RECEPTION WINDOW FRAME
COLOR - SEE SHEET A2.8 FOR
MORE INFORMATION (TYPICAL)
WALL HUNG DIALYSIS
COUNTER BY OWNER'S
MILLWORK VENDOR
METAL STRAPPING AT 24" OC
VERTICALLY - PROVIDE BLOCKING
IN WALL AS REQUIRED, ENSURE
STRAPPING IS COMPLETELY
CONCEALED WHEN MILLWORK
CHASE IS INSTALLED
QUARRY TILE FLOOR AND TILE COVE BASE WITH
EPOXY GROUT, OVER PREPARED CONCRETE SLAB
TRACK
TOP OF TRACK FLUSH
WITH TOP OF SILL
6" SCHEDULE 40 BELLED END PVC
SLEEVE, STRAPPEDTO FRAMING
AT 24" OC VERTICALLY
5/8" DENS ARMOR PLUS WALLBOARD ON 3-5/8"
METAL STUDS AT 16" OC MAXIMUM WITH 3-1/2"
SOUND ATTENUATION BLANKETS TO DECK
WOOD JAMB AND CASING BY
OWNER'S MILLWORK VENDOR
LOCKABLE SLIDING GLASS
WINDOW
RO TUBING BUNDLED WITH
1/2" SDS TUBING (BY OTHERS)
8'-0" AFF
TOP OF FRP/PLYWOOD
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
WATER VENDOR SHALL PULL
RO/SDS TUBING AND MAKE
CONNECTIONS
POWER AND DATA FOR PATIENT STATION
NETWORK - SEE ELECTRICAL (TYPICAL)
Proposed Dialysis Clinic for:
WALL HUNG DIALYSIS
COUNTER BY OWNER'S
MILLWORK VENDOR
WALL SCONCE AT
6'-6" AFF (TYPICAL)
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
FIRE ALARM
ANNUNCIATOR
PANEL
MAIN INTERCOM
PANEL
Architects and Engineers
NOTE:
FOR EXACT LOCATION OF
DEVICES, SEE FLOOR
PLAN SHEET A2.0
Christopher Kidd & Associates, LLC
5/8" DENS ARMOR PLUS
WALLBOARD TO 48" AFF
BEHIND DIALYSIS CABINETS
WALL HUNG DIALYSIS COUNTER
BY OWNER'S MILLWORK VENDOR
WOOD BLOCKING
NOTE: VERIFY FINAL
CONFIGURATION OF TUBING
CONDUIT WITH MARCOR
PRIOR TO INSTALLATION
6" 'ROAD SWEEP' SHALL
EXTEND INTO DIALYSIS
CABINET AREA AS SHOWN
MOSAIC TILE, SEE SHEET A2.3
FOR LOCATIONS
BASE AS SCHEDULED
6" MOLDED VINYL BASE
RECEPTION SIDE
WAITING ROOM SIDE
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
1 1/2" = 1'-0"
AT-36
VERTICAL SLEEVE CHASE DETAIL
SCALE:
3/4" = 1'-0"
3
SECTION AT TRANSACTION COUNTER
Drafted By:
HW
SCALE:
Checked By:
EAH
Date Drafted:
10/15/2013
1 1/2" = 1'-0"
TAPE 6 MIL POLY VAPOR BARRIER (OR
MATCH EXISTING BARRIER IF GREATER
THAN 6 MIL) PATCH TO EXISTING VAPOR
BARRIER FLAP AT 4" SLAB OVERCUT
RECEPTION SIDE
WAITING ROOM SIDE
WALL PARTITION AS
SPECIFIED
WALL HUNG DIALYSIS COUNTER
BY OWNER'S MILLWORK VENDOR
STEEL STUD
WALL COVERING
WOOD JAMB AND CASING
WOOD BLOCKING
CHASE BY OWNER'S
MILLWORK VENDOR
WAITING ROOM SIDE
WOOD JAMB
AND CASING
HEADER
ALIGN TO
DOOR HEAD
GLASS
HEAD
GLASS
SEALANT
BOTH SIDES
PAINT ALL TRIM TO MATCH
RECEPTION WINDOW FRAME
COLOR - SEE SHEET A2.8 FOR
MORE INFORMATION (TYPICAL)
RECEPTION SIDE
12
7
A7.0
SCALE:
1 1/2" = 1'-0"
6" SCHEDULE 40 BELLED END PVC
SLEEVE, STRAPPED TO FRAMING
AT 24" OC VERTICALLY
TRACK WITH
RUBBER GASKET
WOOD
BLOCKING
SOLID SURFACE
TRANSACTION COUNTER
BY OWNER'S MILLWORK
VENDOR
WALL PARTITION
AS SPECIFIED
RECEPTION WINDOW DETAILS
METAL STRAPPING AT
24" OC VERTICALLY
WAITING ROOM SIDE
GLASS
SILL
34" AFF
JAMB
EXISTING COMPACTED STONE FILL
RO TUBING BUNDLED WITH
1/2" SDS TUBING (BY OTHERS)
6 3/4"
MIN. CLR.
TRACK WITH
RUBBER GASKET
#4 REBAR AT 12 0.C.
INDIRECT WASTE VENT PIPE
1'-0"
TYP.
9"
RECEPTION SIDE
WALL PARTITION AS SPECIFIED, SEE
SHEET A2.0 FOR MORE INFORMATION
EXISTING VAPOR BARRIER (V.I.F.)
13049-02
SILL
5/8" DENS ARMOR
PLUS WALL BOARD TO
48" AFF BEHIND
DIALYSIS CABINETS
MOSAIC TILE
8
AT-37
DIALYSIS COUNTER END WALL DETAIL
SCALE:
1 1/2" = 1'-0"
DATE
WALL COVERING
COMPACTED PEA GRAVEL
Project #:
V.I.F.
WALL PARTITION AS
SPECIFIED, SEE SHEET A2.0
FOR MORE INFORMATION
CONCRETE SLAB WITH W.W.M. OVERCUT SLAB BY 4" ALL SIDE AVOID PUNCTURING EXISTING VAPOR BARRIER, TRIM BARRIER
WHERE REQUIRED TO COMPLETE WORK, MAINTAINING A
MINIMUM OF 4" OF EXISTING POLY AROUND PERIMETER FOR
PATCH INSTALLATION.
---
SCALE:
7
REVISION DESCRIPTION
AS-10
WATER TREATMENT PARTITION
4
PLUMBING SLAB CUT DETAIL
SCALE:
#
11
1 1/2" = 1'-0"
DETAILS
SCALE: VARIES
A7.0
JAMB
2
SCALE: 3" = 1'-0"
SILL
MULLION
TREATMENT ROOM
SEPARATION ROOM
WALL FINISH AS SPECIFIED,
SEE SHEET A2.3 FOR MORE
INFORMATION
RETURN FLASH COVE
AT CORNER TO MEET
STOREFRONT (AT
SEPARATION ROOM
ONLY)
DETAIL 5B
HEAD
HEAD
1/2" CLEAR
MINIMUM
SCALE: 3" = 1'-0"
JAMB
INTERIOR
(NON-THERMAL)
-TYPICAL
DETAIL 2
DETAIL 3
DETAIL 4
INTERIOR (NON-THERMAL)
-TYPICAL
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
BASE AS SCHEDULED
DETAIL 6
SCALE: 6" = 1'-0"
DETAIL 5C
TYPICAL STOREFRONT FRAMING DETAILS
1
VARIES
RECESSED ELECTRONIC
READOUT BOX (OFIC)
OFFSET FROM SCALE
AND FASTENED TO 2 X 4
WOOD STUDS EACH
SIDE OF BOX, VERIFY
FINAL LOCATION WITH
FMC PROJECT MANAGER
6"
SOLID SURFACE WALL
CAP BY OWNER'S
MILLWORK VENDOR
42" GRAB BAR, PROVIDE
BACKING PLATE
INPRO WALL PROTECTION
AS SHOWN
4'-5 1/2"
ELECTRONIC SCALE
3'-6"
BASE AS
SCHEDULED
3'-0"
3/4" = 1'-0"
FRP PANEL OR INPRO WALL PROTECTION
PANEL. SET PANEL 1/4" ABOVE BASE AND SET
IN CONTINUOUS BEAD OF SILICONE SEALANT
NOTE:
FIBERGLASS REINFORCED
PANELS (FRP) SHALL BE
INSTALLED IN THE EMERGENCY
SHOWER AREA, MEDICAL
WASTE ROOM, TECH REPAIR
STATION, JANITOR CLOSET,
AND SDS/GRANUFLO AREAS,
ALL PANELS USED MUST BE
CLASS 'A' FIRE RATED
1" DIAMETER
FLEXIBLE
CONDUIT
METAL STUD
FRAMING EACH
SIDE OF WOOD
STUDS
EXISTING
CONCRETE
FLOOR
SCALE:
SEE PARTITION TYPES ON LS2.0 FOR
PARTITION CONSTRUCTION
INPRO WALL
PROTECTION AS
SHOWN
BASE AS
SCHEDULED
WALL STUDS
GYPSUM BOARD
WALL FINISHES
SHALL BE APPLIED
PRIOR TO
CORNERGUARD
INSTALLATION
3 1/2" SOUND ATTENUATION
BLANKETS TO DECK
7" HIGH CONTINUOUS ICE AND
WATER SHIELD FLASHING BEHIND
GYPSUM BOARD AND PANEL
TEXTURED HIGH
IMPACT SNAP-ON
COVER
SHEET VINYL OR RESINOUS
FLOORING WITH INTEGRAL
INTEGRAL COVE BASE OVER
PREPARED CONCRETE SLAB, SEE
ROOM FINISH LEGEND ON SHEET
A2.8 FOR SHEET VINYL BASE HEIGHT
BASE AS SCHEDULED
EXISTING
CONCRETE
FLOOR
SELF TAPPING
SCREWS AT 18"
STAGGERED
VERTICALLY
2" TYPICAL
A
CONTINUOUS J-MOLD
MAINTAIN 7' CLEAR
5"
1'-0"
COVED RESINOUS
FLOORING/ COVED SHEET
VINYL FLOORING
5
INPRO WALL PROTECTION,
SEE SHEET A2.3 FOR
MORE INFORMATION
6"
AS-5
OVERCUT CONCRETE SLAB AS
INDICATED X 6" MINIMUM DEEP CENTER SCALE IN PIT AND
PARALLEL TO WALL
4'-2"
WALL PROTECTION BASE DETAIL
SCALE:
NOTE:
1. CORNER GUARD TO BE INSTALLED AT ALL OUTSIDE
CORNERS OF WALLS DIRECTLY OVER WALL FINISH.
2. SET DIRECTLY AT TOP OF WALL BASE.
3. SEE TYPICAL MOUNTING HEIGHTS ON SHEET A2.7 FOR
TOP OF CORNER GUARD HEIGHTS.
4. AT CORNERS WITH CHAIR RAIL, CORNER GUARDS
TERMINATE AT UNDERSIDE OF CHAIR RAIL .
HOLD GYPSUM BOARD 1/4"
ABOVE CONCRETE SLAB.
PROVIDE BACKER ROD AND
SEALANT EACH SIDE
ELEVATION
3/4" = 1'-0"
2'-8"
3" = 1'-0"
2
AG-4
CONTINUOUS
ALUMINUM
RETAINER
CORNER GUARD DETAIL
SCALE:
1:1
6"
SEE SHEET A2.3 FOR LOCATION OF
FRP OR INPRO WALL PROTECTION
PANEL, SET 1/8" ABOVE TRIM AND
PROVIDE CONTINUOUS BEAD OF
SILICONE SEALANT
PROVIDE 2" WIDE RUBBER EDGE (CUT RUBBER BASE,
MITRE CORNERS) AT ENTIRE PERIMETER OF SCALE
FLUSH WITH SHEET VINYL FLOORING
3" REF.
FLOORING TO EDGE OF SUBFRAME
SCALE TOP PLATE (OFIC)
SCALE (OFIC)
7" HIGH CONTINUOUS
WATER SHIELD FLASHING
BEHIND GYPSUM BOARD
AND PANEL
3"
EXISTING
CONCRETE
SLAB
FRP PANEL OR INPRO WALL
PROTECTION PANEL. SET
PANEL 1/4" A.F.F AND SET IN
CONTINUOUS BEAD OF
SILICONE SEALANT
NOTE:
FIBERGLASS REINFORCED
PANELS (FRP) SHALL BE
INSTALLED IN THE EMERGENCY
SHOWER AREA, MEDICAL
WASTE ROOM, TECH REPAIR
STATION, JANITOR CLOSET,
AND SDS/GRANUFLO AREAS,
ALL PANELS USED MUST BE
CLASS 'A' FIRE RATED
FRAME ANCHOR BOLTS (OFIC) SET FRAME LEVEL
3", 4", OR 7" TO TOP OF SHEET VINYL BASE
SEE PARTITION TYPES ON LS2.0 FOR
PARTITION CONSTRUCTION
PLAN
3/4" = 1'-0"
RUBBER BASE SET IN
SILICONE SEALANT AND
THOROUGHLY GLUED TO
PANEL
3"
JOHNSONITE VINYL
TRIM MODEL #SCC-XX-D
SEE SHEET A2.8 FOR
COLOR SELECTION
GYPSUM BOARD
SUBSTRATE
HOLD GYPSUM BOARD 1/4"
ABOVE CONCRETE SLAB,
PROVIDE SEALANT AND
BACKER ROD
COVED SHEET
VINYL BASE
SHEET VINYL FLOOR,
SEE SHEET A2.3 FOR
MORE INFORMATION
METAL STUD FRAMING
COVE STICK
CONTINUOUS J-MOLD
CONCRETE FILL
3" 'Z' CHANNEL SCALE SUBFRAME
(OFIC), SET INTO CONCRETE PRIOR
TO INSTALLATION OF SCALE.
HOLD GYPSUM BOARD 1/4"
ABOVE CONCRETE SLAB.
PROVIDE BACKER ROD AND
SEALANT EACH SIDE
SEALED CONCRETE /
SHEET VINYL FLOORING
CHANNELS FOR SCALE
FRAME (OFIC)
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
CONCRETE FLOOR SLAB
SECTION
3" = 1'-0"
Copyright 2013
IN-FLOOR SCALE DETAIL
AT-19
SCALE:
6
VARIES
AS-5
WALL PROTECTION BASE DETAIL
SCALE:
3" = 1'-0"
3
SHEET VINYL COVE DETAIL
Drafted By:
HW
SCALE:
Checked By:
EAH
Date Drafted:
10/15/2013
1:1
PROTECT LEADING EDGE OF
QUARRY TILE WITH SCHLUTER
'SHEINE E125' STAINLESS
STEEL TERMINATION BAR
WALL FINISH, SEE SHEET A2.3
FOR MORE INFORMATION
4"
TYP
JOHNSONITE VINYL
ADAPTOR MODEL
#CTA-XX-Q
COLOR: 32 - PEBBLE
4"
TYP
BEVEL LAST 4" ADJACENT TO
TRENCH DRAIN TO A DEPTH OF
1/2" TO ALLOW QUARRY TILE TO
SLOPE TOWARD THE DRAIN
4" TRENCH DRAIN, SET
FLUSH WITH SLAB AND
EXTEND 15" BEYOND EACH
SIDE OF OPENING, UNO
SECTION 'A'
4'-0"
MIN
CORNERGUARD
(TYPICAL)
1'-3"
TYP
4"
TYP
5"
10 1/2"
--VARIES - SEE SHEET A2.3
8'-0" HIGH, FIRE RATED 5/8" EXTERIOR GRADE
PLYWOOD, CAULK ALL JOINTS WITH TREMCO
DYMONIC FC
CONTINUOUS SOLID WOOD
BLOCKING BEHIND CHAIR RAIL
5/8" DENS ARMOR PLUS WALLBOARD ON 3-5/8"
METAL STUDS AT 12" OC, MAXIMUM WITH 3-1/2"
SOUND ATTENUATION BLANKETS TO DECK
MOLDED VINYL CHAIR RAIL, SET IN PLACE
WITH CONSTRUCTION ADHESIVE AND 1-1/2"
BRADS AT 16" O.C., CAULK AT ALL NAIL
HOLES (COLOR TO MATCH CHAIR RAIL), ALL
JOINTS TO BE SUPER GLUED, TYP.
7" HIGH CONTINUOUS ICE AND WATER SHIELD
FLASHING BEHIND GYPSUM BOARD AND PANEL
4"
TYP
4"
TYP
CLASS 'A' FIRE RATED FRP (ALL WALLS)
MAINTAIN 1/4" GAP AT BOTTOM OF PANEL, SET
IN CONTINUOUS BEAD OF SILICONE SEALANT
WALL FINISH, SEE SHEET A2.3
FOR MORE INFORMATION
QUARRY TILE FLOOR AND TILE COVE BASE
WITH EPOXY GROUT, OVER PREPARED
CONCRETE SLAB
4
4"
TYP
CONTINUOUS
J-MOLD EACH
SIDE
A
9
AS-6
PLAN 'B'
WATER TREATMENT TRENCH DRAIN DETAIL
SCALE:
1 1/2" = 1'-0"
MECH/ STORAGE
ROOM, ETC.
7
AS-4
HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE
SLAB, PROVIDE BACKER ROD AND SEALANT
EACH SIDE
WATER TREATMENT ROOM
WATER TREATMENT WATERPROOF DETAIL
SCALE:
3" = 1'-0"
13049-02
DATE
QUARRY TILE BASE BEYOND
QUARRY TILE FLOOR
Project #:
OPENING BEYOND, RUN
QUARRY TILE BASE TO
OUTER EDGE OF OPENING
AP-7
CHAIR RAIL DETAIL
SCALE:
#
8
5"
TYP
SCALE:
CHAIR RAIL DETAIL IN STAFF LOUNGE,
WAITING ROOM, AND CONFERENCE ROOM
5"
10
SCALE: 3" = 1'-0"
Proposed Dialysis Clinic for:
DETAIL 1
2" TYPICAL
SCHEMATIC ELEVATION
6
SEE SHEET A2.3 FOR MORE INFORMATION
4
REVISION DESCRIPTION
DETAIL 3
2" X 2" PLASTIC CORNER GUARD
EXTENDS FROM THE TOP OF
BASE TO UNDERSIDE OF CHAIR
RAIL, INSTALL AT ALL OUTSIDE
CORNERS OF WALLS DIRECTLY
OVER WALL FINISH - SEE DETAIL
#2 ON THIS SHEET
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
DETAIL 5A
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
5C
Architects and Engineers
5B
MOLDED VINYL CHAIR RAIL,
REFER TO DETAIL #4 ON THIS
SHEET, CAULK TOP EDGE OF
CHAIR RAIL, MITER CORNERS
AS APPLICABLE
Christopher Kidd & Associates, LLC
5A
CAULK WITH
BACKER ROD
(TYPICAL)
VARIES - SEE SHEET A2.3
1
6" = 1'-0"
DETAILS
SCALE: VARIES
A7.1
WEST PENN 231 AUDIO CABLE BY EC
(RUNS BETWEEN SOFFIT AND DIALYSIS
CHASE)
(TERMINATIONS OF AUDIO AND
COAX BY TV VENDOR)
6"
(2) SINGLE GANG J-BOX BOTTOM OF
BOX AT 9'-8" AFF (POWER/AUDIO,
COAX) BY EC
METAL STUD SIZE
VARIES - 3 5/8" (TYPICAL)
MOUNT AND TELEVISION
(BY TV VENDOR)
6"
GYPSUM BOARD AS
SPECIFIED
2 x 12 WOOD BLOCKING
CORNER BEAD
(TYPICAL)
VERTICAL FACES OF SOFFIT SHALL RECEIVE
ACCENT PAINT COLOR, SEE SHEET TO SHEET
A2.8 FOR MORE INFORMATION
VARIES
SEE SHEET A2.5
CEILING GRID (10'-0" MIN)
4"
WEST PENN 841 COAX CABLE BY EC
(HOME RUN TO WIRING RACK)
(TERMINATIONS OF AUDIO AND
COAX BY TV VENDOR)
11 1/4"
SINGLE GANG J-BOX
BOTTOM OF BOX AT 9'-8"
AFF (POWER) BY EC
HEAD
METAL STUD RUNNER
WEST PENN 231 AUDIO CABLE BY EC
(RUNS BETWEEN SOFFIT AND DIALYSIS
CHASE)
3/4" ELEC CONDUIT BY EC
ACT CEILING
SEE A2.5
METAL DOOR FRAME FIRE
RATED WHERE REQUIRED
SINGLE GANG J-BOX BOTTOM OF BOX AT 9'-8"
AFF BY EC (AUDIO/COAX FACE PLATE BY TV
VENDOR)
2"
GYPSUM BOARD AS SPECIFIED
DOUBLE METAL STUDS
MOUNT AND TELEVISION
(BY TV VENDOR)
BOTTOM OF SOFFIT
SEE A2.5
VARIES
BOTTOM OF SOFFIT
SEE A2.5
SEE PLANS FOR PARTITION
TYPE AND THICKNESS
JAMB ANCHOR
2 x 12 WOOD BLOCKING
JAMB
20 GAUGE METAL STUD SOFFIT FRAMING
5
AT-49
LCD TV SOFFIT
MOUNT DETAIL AT TREATMENT ROOM
SCALE:
3/4" = 1'-0"
1
INTERIOR DOOR DETAILS
SCALE:
3" = 1'-0"
3/4" ELEC. CONDUIT TO 6" ABOVE
FINISHED CEILING BY EC
MOUNT AND TELEVISION
(BY TV VENDOR)
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
11 1/4"
(PROVIDE 5'-0" PIGTAIL ON
COAX AND AUDIO CABLES
AT BOTH ENDS)
Architects and Engineers
4"
ACT CEILING
SEE A2.5
Christopher Kidd & Associates, LLC
6"
WEST PENN 841 COAX CABLE BY EC
(HOME RUN TO WIRING RACK)
2 X 12 WOOD BLOCKING (TYPICAL)
1'-4"
CL
ANGLE BY SIMPSON
STRONG TIE (TYPICAL AT
EACH CORNER)
DUPLEX RECEPTACLE
SEE A2.5
5'-10"
GYP BOARD SOFFIT
RAPID RUN "PC RUNNER" VGA
CONNECTOR/CABLE FROM
CONFERENCE TABLE
4'-6"
SEE A2.5
1'-4"
TYP.
CAT 6 DATA PORT FROM
DVD PLAYER IN CABINET
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUDS AT 16" OC
PROVIDE BRACING AS REQUIRED
2 x WOOD STUDS EACH SIDE OF
(FULL DEPTH) WALL FRAMING
EXTEND TO STRUCTURE ABOVE
UPPER CABINETS BY
OWNER'S MILLWORK VENDOR
1'-4"
6
SOFFIT AT UPPER CABINETS
SCALE:
1" = 1'-0"
2
AA-14
3/4" ELEC. CONDUIT TO 6" ABOVE
FINISHED CEILING, BY EC
4"
SCALE:
3/4" = 1'-0"
3-5/8" METAL STUDS
KICKER 4'-0" OC
FASTENED TO ROOF
STRUCTURE ABOVE
SINGLE GANG BOX FOR WEST PENN
841 COAX CABLE, BY EC
(FACEPLATE AND TERMINATIONS
BY TV VENDOR)
11 1/4"
LCD TV WALL MOUNT DETAIL
DETAIL AT CONFERENCE ROOM
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
ACT CEILING
Proposed Dialysis Clinic for:
CEILING SYSTEM AS
SPECIFIED ON SHEET A2.5
6"
CORNER BEAD
(TYPICAL)
SINGLE GANG BOX FOR WEST
PENN 841 COAX CABLE, BY EC
(FACEPLATE AND TERMINATIONS
BY TV VENDOR)
DUPLEX RECEPTACLE
8'-8" AFF
BOTTOM OF SOFFIT
MOUNT AND TELEVISION
(BY TV VENDOR)
3-5/8" METAL STUDS
6"
5/8" GYPSUM BOARD
2 x 12 WOOD BLOCKING
METAL STUD RUNNER CHANNEL
CEILING TYPE
2 x WOOD STUDS EACH SIDE OF
(FULL DEPTH) WALL FRAMING
EXTEND TO STRUCTURE ABOVE
SEE A2.5
CEILING SYSTEM
AS SPECIFIED
GYP BOARD HEADER
SEE A2.5
1'-4"
CORNER BEAD (TYPICAL)
7
AP-8
LCD TV WALL MOUNT
DETAIL AT WAITING ROOM
SCALE:
3/4" = 1'-0"
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
3
TYPICAL BULKHEAD DETAIL
Drafted By:
HW
SCALE:
Checked By:
EAH
Date Drafted:
10/15/2013
3" = 1'-0"
WEST PENN 231 AUDIO CABLE BY EC
WEST PENN 841 COAX CABLE BY EC
Project #:
13049-02
---
CORNER BEAD
(TYPICAL)
CEILING SYSTEM AS
SPECIFIED ON SHEET A2.5
REVISION DESCRIPTION
11 1/4"
SINGLE GANG J-BOX BY EC
(AUDIO/COAX FACE PLATE AND
TERMINATIONS BY TV VENDOR)
6"
1'-1"
3/4" ELECTRICAL CONDUIT TO 6"
ABOVE FINISHED CEILING, BY EC
ACT CEILING
SEE A2.5
GYP BOARD SOFFIT
DUPLEX RECEPTACLE
VARIES
MOUNT AND TELEVISION
(BY TV VENDOR)
SEE SHEET A2.5
SEE A2.5
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUDS AT 16" OC
PROVIDE BRACING AS REQUIRED
4
TYPICAL SOFFIT SECTION AT
CONFERENCE ROOM AND WAITING ROOM
SCALE:
#
2 x WOOD STUDS EACH SIDE OF
(FULL DEPTH) WALL FRAMING
EXTEND TO STRUCTURE ABOVE
DATE
2 x 12 WOOD BLOCKING
1" = 1'-0"
1'-4"
8
AT-48
LCD TV WALL MOUNT
DETAIL AT SEPARATION ROOM
SCALE:
3/4" = 1'-0"
DETAILS
SCALE: VARIES
A7.2
VALVE
8
3
A/8.4
3
3
A/8.4
CONFERENCE
ROOM
123
180 SQ FT
9
A/8.4
1
A/8.1
PREP
SINK
115
PREP
SINK
111
8
A/8.5
NURSE
STATION
110
3
A/8.5
7
A/8.5
MED
PREP
113
WHEELCHAIR
STORAGE
114
3
A/8.1
NURSE
STATION
117
2
A/8.4
2
A/8.5
10
PREP
SINK
116
PREP
SINK
112
MEDICAL
RECORDS
106
92 SQ FT
11
1
A/8.2
8
A/8.4
LAB
PREP
119
50 SQ FT
17
16
15
14
13
CORRIDOR
121
CORRIDOR
122
9
PATIENT
PREP
107
RECEPTION
105
129 SQ FT
EXAM
124
125 SQ FT
7
1
A6.0
COATS
104
1
A/8.4
6
Proposed Dialysis Clinic for:
WAITING
ROOM
101
377 SQ FT
5
TREATMENT
ROOM
108
2668 SQ FT
1
A6.0
PATIENT
TOILET
103
51 SQ FT
4
FMC - North Greeley
2
SEPARATION
ROOM
109
122 SQ FT
VESTIBULE
100
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
VALVE
12
PATIENT
TOILET
118
69 SQ FT
FMC Location #8830-1
1212 9th Street
Greeley, CO 80631
VALVE
Architects and Engineers
PATIENT
TOILET
102
51 SQ FT
Christopher Kidd & Associates, LLC
Millwork Drawings By:
Phoenix Millwork
1901 E House St.
Alvin, TX 77511
Ph: (281) 388 - 2211 x 135
Fax: (281) 585 - 6021
Mobile: (281) 299 - 7949
www.phoenixmillwork.net
1
A/8.4
1
A/8.5
STAFF
LOUNGE
130
176 SQ FT
CLINIC
MANAGER
120
107 SQ FT
WIRING
CLOSET
136
75 SQ FT
MULTI-PURPOSE
OFFICE
125
145 SQ FT
PSDS/
GRANUFLO
138
253 SQ FT
5
A6.0
SOILED
UTILITY
140
57 SQ FT
9
A/8.5
STAFF
LOCKERS
126
64 SQ FT
WATER
TREATMENT
137
305 SQ FT
4
A6.0
CLEAN
UTILITY 10
8
139
A/8.5
50 SQ FT
STAFF
SHOWER
129
67 SQ FT
JANITOR
CLOSET
2
141
50 SQ FT A6.0
WATER
HEATER
135
23 SQ FT
3
A6.0
SOILED
UTILITY
140
7
57 SQ FT A/8.4
10
A/8.4
TECH
REPAIR
131
92 SQ FT
MECHANICAL/
STORAGE
134
956 SQ FT
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
STAFF
TOILET
128
51 SQ FT
MED
WASTE
142
83 SQ FT
Drafted By:
Checked By:
Date Drafted:
Project #:
10/11/2013
13049-02
DATE
REVISION DESCRIPTION
---
STAFF
TOILET
127
71 SQ FT
SPRINKLER
RISER
132
51 SQ FT
ELECTRICAL
ALCOVE
133
28 SQ FT
MILLWORK KEYPLAN - LEVEL 1
#
1
1/4" = 1'-0"
MILLWORK KEYPLAN
A8.0
MILLWORK KEYPLAN
TREATMENT
ROOM
108
24"
24"
12"
24"
24"
24"
12"
24"
24"
24"
24"
12"
24"
24"
24"
12"
24"
24"
24"
24"
12"
24"
24"
24"
12"
24"
24"
33E
33F
33E
CUT-OUT SIZE
TBD
CUT-OUT SIZE
TBD
33C
CUT-OUT SIZE
TBD
31
32D
31
30B
31
32D
33A
33A
33A
33A
32D
30B
31
31
32D
33A
33A
33A
33A
32D
30B
31
31
32D
33A
31
ELEVATION: TREATMENT FLOOR 108 NORTH
SCALE: 1/2"=12"
PROVIDE WINDOW SILLS FOR
ALL EXTERIOR WINDOWS BY
MILLWORK VENDOR (TYP UNO)
29D
33E
29A
FD
REMOVABLE
29D
3
A/8.2
29A
29D
29D
REMOVABLE
4
A/8.2
29A
29D
28E
REMOVABLE
33F
FINISHED
END
1
A/8.1
33A
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
ITEM 33E
2 SIDED CHASE
SHIP KNOCK DOWN
Architects and Engineers
PROVIDE WINDOW SILLS FOR
ALL EXTERIOR WINDOWS BY
MILLWORK VENDOR (TYP UNO)
Christopher Kidd & Associates, LLC
Millwork Drawings By:
Phoenix Millwork
1901 E House St.
Alvin, TX 77511
Ph: (281) 388 - 2211 x 135
Fax: (281) 585 - 6021
Mobile: (281) 299 - 7949
www.phoenixmillwork.net
33D
DRAIN COVER BEYOND
96"
96"
96"
96"
96"
97.25"
SCALE: 1/2"=12"
24"
24"
12"
24"
24"
24"
12"
24"
24"
24"
24"
12"
24"
24"
24"
12"
24"
FMC Location #8830-1
1212 9th Street
Greeley, CO 80631
ENLARGED PLAN: TREATMENT FLOOR 108 NORTH
Proposed Dialysis Clinic for:
2
A8.1
FMC - North Greeley
577.25"
24"
33E
CUT-OUT SIZE
TBD
31
33A
32D
31
CUT-OUT SIZE
TBD
30B
31
32D
33A
33A
33A
33A
32D
31
30B
31
32D
33A
31
ELEVATION: TREATMENT FLOOR 108 EAST
3
A/8.1
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
SCALE: 1/2"=12"
3
A/8.2
PROVIDE WINDOW SILLS FOR
ALL EXTERIOR WINDOWS BY
MILLWORK VENDOR (TYP UNO)
4
A/8.2
Copyright 2013
Drafted By:
Checked By:
29A
FD
REMOVABLE
29D
29A
29D
REMOVABLE
FD
29D
Date Drafted:
10/11/2013
33E
33D
33D
DRAIN COVER BEYOND
Project #:
13049-02
DRAIN COVER BEYOND
96"
96"
96"
96"
---
29D
33E
REVISION DESCRIPTION
384"
PROVIDE WINDOW SILLS FOR
ALL EXTERIOR WINDOWS BY
MILLWORK VENDOR (TYP UNO)
MILLWORK FINISH SCHEDULE
PL 1
- WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO
PL 2
- WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO
PL 3
- WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES
SS 1
- WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO
ENLARGED PLAN: TREATMENT FLOOR 108 EAST
DATE
4
A8.1
SCALE: 1/2"=12"
#
MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING
TREATMENT ROOM ELEVATIONS
A8.1
MILLWORK ELEVATIONS
24"
12"
12"
24"
24"
24"
12"
24"
24"
24"
24"
12"
24"
24"
24"
12"
24"
24"
24"
24"
12"
24"
24"
24"
12"
24"
24"
33F
33F
33E
CUT-OUT SIZE
TBD
CUT-OUT SIZE
TBD
33C
CUT-OUT SIZE
TBD
31
32B
32D
31
31
30B
32D
33A
33A
33A
33A
32D
31
31
30B
32D
33A
33A
33A
33A
32D
31
31
30B
32D
33A
31
33B
ELEVATION: TREATMENT FLOOR 108 SOUTH
1
A/8.2
SCALE: 1/2"=12"
29D
29A
FD
33E
REMOVABLE
29D
29A
29D
REMOVABLE
29D
4
A/8.2
29A
29D
REMOVABLE
FD
28E
33F
33D
FINISHED
END
3
A/8.2
33D
DRAIN COVER BEYOND
DRAIN COVER BEYOND
91"
96"
96"
96"
96"
97.25"
Proposed Dialysis Clinic for:
FMC - North Greeley
572.25"
ENLARGED PLAN: TREATMENT FLOOR 108 SOUTH
2
A/8.2
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
TREATMENT
ROOM
108
SCALE: 1/2"=12"
FMC Location #8830-1
1212 9th Street
Greeley, CO 80631
ITEM 33E
2 SIDED CHASE
SHIP KNOCK DOWN
Architects and Engineers
PROVIDE WINDOW SILLS FOR
ALL EXTERIOR WINDOWS BY
MILLWORK VENDOR (TYP UNO)
Christopher Kidd & Associates, LLC
Millwork Drawings By:
Phoenix Millwork
1901 E House St.
Alvin, TX 77511
Ph: (281) 388 - 2211 x 135
Fax: (281) 585 - 6021
Mobile: (281) 299 - 7949
www.phoenixmillwork.net
REMOVABLE PANEL
ACCESS TO TOP OF VALVE PANEL
5/8" DENS ARMOR PLUS FIRE WLBD BEHIND
DIALYSIS CABINETS.
12"
1"
LAMINATED 1 X 2 TRIM BOARD SET IN
CONTINUOUS BEAD OF SEALANT
2 x 6 CONT. WOOD BLOCKING
27.5"
35.75"
WATER VENDOR TO PULL RO/SDS TUBING
AND MAKE ALL CONNECTIONS
2 x 6 CONT. WOOD BLOCKING
WALL HUNG DIALYSIS COUNTER BY
MISKO, INSTALLED BY CONTRACTOR
AFFIX WITH STAINLESS STEEL SCREWS
WATER VENDOR TO FASTEN VALVE BOX (24"W X
27.5" H PANEL) TO HORIZ. FRAMING W/
STAINLESS STEEL SCREWS IN PRE-DRILLED 3/16"Ø
HOLES TOP AND BOTTOM. (TYP. 4 PL).
AFFIX WITH HILLMAN GROUP 1/4" X 2"
STAINLESS STEEL STANDARD-THREAD
HEX-HEAD LAG SCREW BOLT OR EQUAL
AVAILABLE FROM LOWES
7"
SHEET VINYL W/ INTEGRAL COVE BASE
OVER CONCRETE SLAB ON GRADE
7.5"
FLOOR DRAIN. REFER TO PLUMBING DETAILS.
3
A/8.2
SECTION @ TREATMENT WALL
SCALE: 1/2"=12"
4
A/8.2
SECTION @ TREATMENT WALL
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
SCALE: 1/2"=12"
Copyright 2013
Drafted By:
Checked By:
Date Drafted:
13049-02
REVISION DESCRIPTION
---
Project #:
10/11/2013
DATE
MILLWORK FINISH SCHEDULE
MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING
- WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO
PL 2
- WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO
PL 3
- WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES
SS 1
- WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO
#
PL 1
INTERIOR ELEVATIONS
A8.2
MILLWORK ELEVATIONS
P-3
128"
5
A/8.3
94.25"
43.25"
2
A/8.3
12
A/8.3
12"
29"
29"
P-3
MED
PREP
113
10
A/8.3
29"
47"
55.5"
6
A/8.3
10
A/8.3
ELU-1616
WHEELCHAIR
STORAGE
114
55"
69.25"
8"
32"
ELU-1616
4
A/8.3
3
A/8.3
NURSE
STATION
110
29"
29"
47"
5
A/8.3
11
A/8.3
2
A/8.3
10
A/8.3
13
A/8.3
64.5"
NURSE
STATION
117
P-4
P-3
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
PREP
SINK
115
PREP
SINK
111
Architects and Engineers
8"
9
A/8.3
Christopher Kidd & Associates, LLC
7
A/8.3
Millwork Drawings By:
Phoenix Millwork
1901 E House St.
Alvin, TX 77511
Ph: (281) 388 - 2211 x 135
Fax: (281) 585 - 6021
Mobile: (281) 299 - 7949
www.phoenixmillwork.net
32"
ELU-1616
P-3
P-3
ELU-1616
FMC - North Greeley
8
A/8.3
30"
37.5"
118.25"
1.5"
8"
8"
42"
36"
8"
42"
8"
8"
44"
8"
40.5"
1.5"
SCALE: 1/2"=12"
40.5"
1.5"
7
A/8.3
ENLARGED PLAN: NURSE STATION TYPICAL
1
A/8.3
39"
PREP
SINK
116
Proposed Dialysis Clinic for:
4
A/8.3
PREP
SINK
112
10D
REMOVABLE
FMC Location #8830-1
1212 9th Street
Greeley, CO 80631
ELU-1616
06E
NOTCH
6"
23"
68"
6"
6"
ELEVATION: NURSE STATION TYPICAL
2
A/8.3
1.5"
1.5"
120.25"
3
A/8.3
SCALE: 1/2"=12"
6"
13E
15"
6"
2"
FILLER
ELEVATION: NURSE STATION TYPICAL
4
A/8.3
SCALE: 1/2"=12"
118.25"
27"
2"
FILLER
ELEVATION: NURSE STATION TYPICAL
8"
13E
6"
SCALE: 1/2"=12"
8"
8"
44"
8"
U.C.R.
BY OTHERS
36"
40.5"
34"
42"
36"
37.5"
39"
23"
06F
06F
10D
REMOVABLE
10E
NOTCH
27.5"
71"
27.5"
6"
25"
ELEVATION: NURSE STATION TYPICAL
5
A/8.3
6
A/8.3
18"
10D
27"
30"
REMOVABLE
NOTCH
13E
6"
6"
2.25"
2"
FILLER
ELEVATION: NURSE STATION TYPICAL
7
A/8.3
1.5"
SCALE: 1/2"=12"
1.5"
1.5"
SCALE: 1/2"=12"
18"
06E
REMOVABLE
NOTCH
15"
27"
13E
6"
2"
FILLER
ELEVATION: NURSE STATION TYPICAL
SCALE: 1/2"=12"
34"
67.25"
34"
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Drafted By:
40.5"
42"
34"
37.5"
39"
34"
39"
37.5"
Copyright 2013
Checked By:
05A
27.5"
65.75"
32"
27.5"
13E
3.75"
31"
31"
13E
3.75"
32"
Project #:
10/11/2013
13049-02
---
36.25"
Date Drafted:
05A
8"
SCALE: 1/2"=12"
16.75"
8"
PL 2
- WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO
PL 3
- WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES
SS 1
- WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO
34"
37.5"
39"
34"
30"
36"
34"
67.25"
34"
32"
69.25"
32"
DATE
- WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO
SCALE: 1/2"=12"
15"
18"
24"
6"
15"
16"
30.75"
24"
6"
#
PL 1
37.5"
MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING
39"
MILLWORK FINISH SCHEDULE
ELEVATION: NURSE STATION TYPICAL
REVISION DESCRIPTION
16.75"
10
A/8.3
40.5"
SCALE: 1/2"=12"
ELEVATION: NURSE STATION TYPICAL
1.5"
9
A/8.3
42"
ELEVATION: NURSE STATION TYPICAL
1.5"
1.5"
8
A/8.3
11
A/8.3
SECTION: NURSE STATION TYPICAL
SCALE: 1/2"=12"
12
A/8.3
SECTION: NURSE STATION TYPICAL
SCALE: 1/2"=12"
13
A/8.3
ELEVATION: NURSE STATION TYPICAL
SCALE: 1/2"=12"
INTERIOR ELEVATIONS
A8.3
MILLWORK ELEVATIONS
.75"
.75"
30"
24"
1"
FILLER
24"
1" FILLER
13A
12B
Christopher Kidd & Associates, LLC
12B
12B
24.25"
24.25"
14C
24.25"
14B
14C
24.25"
13A
12B
12F
PLYWOOD
15.25"
ELEVATION: EXAM 124
86"
28"
2.5"
28"
24F
1.5"
1.5"
33.5"
28"
33.5"
31.5"
36"
REMOVABLE
4"
13D
13D
36"
1" FILLER
.5"
30"
REMOVABLE
NOTCH
4"
4"
18"
13D
1
A/8.4
25.5"
24A
86"
25.5"
02A
18"
SLOPED ADA PANEL
VALVE BOX
10G
10A
04G
13D
30"
49.5"
09C
06F
FILE
06C
25.5"
1.5"
86"
30.5"
REMOVABLE
29.5"
28.5"
09A
27E
26G
37.5"
SLOPED ADA PANEL
28"
32"
48"
33.5"
49.5"
34.5"
49.5"
SWITCH-1
24C
2.5"
32"
SWITCH-1
48"
AFF
1"
28"
24D
48"
AFF
1.5"
86"
28"
14A
23.5"
VALVE BOX END VIEW
36"
12"
1" FILLER
1" FILLER
ELEVATION: CONFERENCE 123
2
A/8.4
SCALE: 1/2"=12"
3
A/8.4
SCALE: 1/2"=12"
ELEVATION: SEPARATION ROOM 109
SCALE: 1/2"=12"
49.5"
49.5"
37.5"
23L
SINK BY OTHERS
LOCATE & CUT IN SHOP
P-3H
23S
ELUHAD1616
SINK BY
23LOTHERS
SINK BY OTHERS
LOCATE & CUT IN FIELD
PLYWOOD CLEAT
BEYOND
ENLARGED PLAN: CONFERENCE 123
5
A/8.4
ENLARGED PLAN: EXAM 124
6
A/8.4
SCALE: 1/2"=12"
SINK BY OTHERS
LOCATE & CUT IN SHOP
FMC - North Greeley
25"
P-15A
ENLARGED PLAN: SEPARATION ROOM 109
SCALE: 1/2"=12"
Proposed Dialysis Clinic for:
ELUHAD1616
SINK BY
OTHERS 23K
25"
15B
P-6
25"
19"
25"
P6
4
A/8.4
49.5"
48"
25"
16"
SCALE: 1/2"=12"
3.25"
27"
60.5" SOFFIT
16" DEEP
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
24"
.75"
FMC Location #8830-1
1212 9th Street
Greeley, CO 80631
24"
32.75" SOFFIT
16" DEEP
Architects and Engineers
50.75" SOFFIT
16" DEEP
50.75" SOFFIT
16" DEEP
1"
FILLER
Millwork Drawings By:
Phoenix Millwork
1901 E House St.
Alvin, TX 77511
Ph: (281) 388 - 2211 x 135
Fax: (281) 585 - 6021
Mobile: (281) 299 - 7949
www.phoenixmillwork.net
3.25"
27"
24.25"
54"
72"
AFF
12D
12D
36"
24A
2.5"
1.5"
24C
86"
1.5"
24C
25.5"
26D
26G
25.5"
14A
48"
AFF
26D
46B
1.5"
37.5"
36"
AFF
10F
REMOVABLE
NOTCH
42"
30.5"
10F
REMOVABLE
NOTCH
4"
10A
36"
U.C.R.
BY OTHERS
31.5"
33.5"
6"
REMOVABLE
06D
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
06D
NOTCH
.5"
13D
36"
36"
ELEVATION: SOILED UTILITY 140
7
A/8.4
SCALE: 1/2"=12"
8
A/8.4
36"
25" CLEAR
ELEVATION: LAB PREP 119
12"
Copyright 2013
12"
ELEVATION: VESTIBULE 100
9
A/8.4
SCALE: 1/2"=12"
SCALE: 1/2"=12"
10
A/8.4
ELEVATION: JANITOR CLOSET 141
Drafted By:
SCALE: 1/2"=12"
Checked By:
Date Drafted:
13049-02
---
Project #:
10/11/2013
REVISION DESCRIPTION
60.5"
25"
37.5"
P-3
SINK BY OTHERS
LOCATE & CUT IN FIELD
46"
23T
SCALE: 1/2"=12"
MILLWORK FINISH SCHEDULE
J
HALF WALL TO 42" AFF
(TYPICAL FOR ALL HALF
WALLS UNO), SOLID
SURFACE WALL CAP BY
OWNER'S MILLWORK
VENDOR
DATE
P-15
63.75"
ENLARGED PLAN: SOILED UTILITY 140
23N
SINK BY OTHERS
LOCATE & CUT IN FIELD
11
A/8.4
23O
7"
#
P-3
ELU-1616
25"
ELU-1616
13
A/8.4
ENLARGED PLAN: VESTIBULE 100
SCALE: 1/2"=12"
14
A/8.4
ENLARGED PLAN: JANITOR CLOSET 141
SCALE: 1/2"=12"
MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING
PL 1
- WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO
PL 2
- WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO
PL 3
- WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES
SS 1
- WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO
25"
12
A/8.4
ENLARGED PLAN: LAB PREP 119
SCALE: 1/2"=12"
INTERIOR ELEVATIONS
A8.4
MILLWORK ELEVATIONS
88.75"
40" SOFFIT
16" DEEP
74"
72"
11C
12B
12D
12D
12D
24"
33.5"
23"
24"
36"
45C
09C
REMOVABLE
9"
6"
6"
148.75"
6"
36"
6"
SECTION AT ADA SINK BASE
18"
ELEVATION: MEDICAL RECORDS 106
2
A/8.5
ELEVATION: LOUNGE 130
1
A/8.5
45C
27"
9"
06C
13E
4.75" FILLER
45C
SLOPED ADA PANEL
REMOVABLE
04A
4"
04A
45C
23.25"
25"
1"
09C
33.25"
28"
SLOPED ADA PANEL
27C
1.5"
72"
107"
72"
72"
25.5"
27C
1.5"
24D
28"
86"
28"
14A
36.75"
3
A/8.5
SCALE: 1/2"=12"
ELEVATION: PATIENT PREP 107
SCALE: 1/2"=12"
SCALE: 1/2"=12"
16"
16"
38"
108"
88.75"
25"
SINK BY OTHERS
LOCATE & CUT IN SHOP
- WA 4669-60 NATURAL TIGRIS @ DRY WORK SURFACES UNO
PL 2
- WA 7054-60 WILD CHERRY @ ALL VERTICAL SURFACES UNO
PL 3
- WA 7925-38 MONTICELLO MAPLE @ ALL VERTICAL CHASES
SS 1
- WA 9033 ML CARAMEL MELANGE @ ALL SOLID SURFACE UNO
6
A/8.5
ENLARGED PLAN: PATIENT PREP 107
SCALE: 1/2"=12"
16"
ENLARGED PLAN: LOUNGE 130
PL 1
SCALE: 1/2"=12"
148.75"
ENLARGED PLAN: MEDICAL RECORDS 106
5
A/8.5
SCALE: 1/2"=12"
60.5"
115.5"
60"
120"
69"
IN-WALL BLOCKING
BY OTHERS
IN-WALL BLOCKING
BY OTHERS
16"
72"
72"
62.25"
25"
36"
AFF
6"
36"
CUT-OUT SIZE
TBD
02A
25"
15.25"
24"
SHELVES OVER WORK TABLE
ELEVATION: RECEPTION 105
45C
8"
45C
6"
6"
COAT ROD HAT SHELF
SCALE: 1/2"=12"
8
A/8.5
ELEVATION: COATS 104
9
A/8.5
SCALE: 1/2"=12"
ELEVATION: TECH REPAIR 131
SCALE: 1/2"=12"
10
A/8.5
ELEVATION: CLEAN UTILITY 139
SCALE: 1/2"=12"
Checked By:
Project #:
15C
52
"
14"
5"
.2
WOOD JAMB & CASING
PRIME PAINT WHITE
FABRICATE OVERSIZED
LOOSE TO FIELD
PLAM SELF EDGE
13049-02
45" + 3"
SCRIBE
47-1
36" ITEM 46B
12"
R1
15.5" + 3"
SCRIBE
10/11/2013
---
60" [5'-0"]
12"
20A
15C
Drafted By:
Date Drafted:
17B
18
A
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
GLASS BY OTHERS
24"
GLASS DOORS & TRACK BY OTHERS
SURFACE APPLY AT HEAD
R1
50"
5"
.2
15C
45C
REVISION DESCRIPTION
25"
51.75"
36"
46B
58.5" A.F.F.
44.5" A.F.F.
48.25"
29.5"
29.5"
FILE
51.75"
72"
AFF
.75"
16"
6"
.75"
45"
7
A/8.5
FMC Location #8830-1
1212 9th Street
Greeley, CO 80631
MEL 1 - WHITE MELAMINE @ ALL WALL SHELVING
FMC - North Greeley
23E
Proposed Dialysis Clinic for:
25"
P-5
4
A/8.5
P-3H
MILLWORK FINISH SCHEDULE
ELUHAD1418
20A
15"
BLACK METAL LEG
SUPPORT BEYOND
INSET TRACK AT BOTTOM
4" PROJECTION AT PATIENT SIDE
12
A/8.5
ENLARGED PLAN: COATS 104
SCALE: 1/2"=12"
13
A/8.5
ENLARGED PLAN: TECH REPAIR 131
SCALE: 1/2"=12"
14
A/8.5
ENLARGED PLAN: CLEAN UTILITY 139
SCALE: 1/2"=12"
11
A/8.5
ENLARGED PLAN: RECEPTION 105
SCALE: 1/2"=12"
17"
#
BLACK METAL LEG
SUPPORT 15"x21"
25"
29.5"
32.25"
DATE
25"
34"
33.5"
11D
14A
A01
86"
18"
IN-WALL BLOCKING
BY OTHERS
14B
24.25"
72"
IN-WALL BLOCKING
BY OTHERS
14C
27"
IN-WALL BLOCKING
BY OTHERS
14C
27"
24"
IN-WALL BLOCKING
BY OTHERS
24.25"
1.5" FILLER
18"
110.25" SOFFIT
16" DEEP
27"
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
148.75"
Architects and Engineers
88.75"
Millwork Drawings By:
Phoenix Millwork
1901 E House St.
Alvin, TX 77511
Ph: (281) 388 - 2211 x 135
Fax: (281) 585 - 6021
Mobile: (281) 299 - 7949
www.phoenixmillwork.net
Christopher Kidd & Associates, LLC
144"
IN-WALL BLOCKING
BY OTHERS TYP.
SECTION PASS THROUGH
INTERIOR ELEVATIONS
A8.5
MILLWORK ELEVATIONS
MODEL #
EXISTING
(E)RTU-1
CARRIER
48TCEB07A3A5
6.0 TONS
2160CFM
EXISTING
(E)RTU-2
CARRIER
48TCDE08A2A5
7.5 TONS
EXISTING
(E)RTU-3
CARRIER
48TCDB05A2A5
4.0 TONS
BLOWER REQUIREMENTS
NOM. CAP. TOTAL AIR MIN. O.A.
EVAPORATOR PERFORMANCE
Mbh-S
WEIGHT (LBS)
INCLUDING
ACCESSORIES
62.0
57.7
791
52.0°
71.8
65.2
1019
51.3°
40.8
31.6
777
EAT-db EAT-wb LAT-db LAT-wb Mbh-T
TYPE
CFM
E.S.P.
BHP
RPM
275CFM
BELT
2160
0.75"
1.72
1550
78.9°
62°
49.2°
49.2°
2700CFM
360CFM
BELT
2700
0.75"
1.89
884
78.9°
62°
52.0°
1445CFM
145CFM
BELT
1445
0.75"
0.82
1139
78.9°
62°
54.4°
RECTANGULAR
RETURN AIR MAIN
PART B
HEATING PERFORMANCE
EXISTING
EXISTING
EXISTING
TAG
MANUFACTURER
(E)RTU-1
CARRIER
(E)RTU-2
OUTPUT
E.A.T.
L.A.T.
115mbh
74mbh
55.0°
93.3°
208-3ɸ
125mbh
CARRIER
(E)RTU-3
INPUT
POWER
SUPPLY
CARRIER
72mbh
82mbh
47mbh
55.0°
55.0°
UNIT
M.C.A.
MAX.
FUSE
REMARKS
36
50
ENTHALPY ECONOMIZER W/ BAROMETRIC RELIEF, ELECTRO MECHANICAL CONTROLS,
DISCONNECT, CURB, HOT GAS REHEAT, MERV 7 FILTER, SMOKE DETECTOR, SEE
GENERAL NOTES F.
208-3ɸ
89.0°
208-3ɸ
91.5°
24
INSULATED FLEX DUCT
(4'-0" MAX LENGHT & 90°
TOTAL BENDS
ENTHALPY ECONOMIZER W/ BAROMETRIC RELIEF, ELECTRO MECHANICAL CONTROLS,
DISCONNECT, CURB, HOT GAS REHEAT, MERV 7 FILTER, SMOKE DETECTOR, SEE GENERAL
NOTES F.
50
42
TRIM SUSPENDED CEILING
PANELS ACCORDINGLY
12 X 12 LAY-IN PERFORATED RETURN
AIR GILLE (OR EXHAUST GRILLE)
ENTHALPY ECONOMIZER W/ BAROMETRIC RELIEF, ELECTRO MECHANICAL CONTROLS,
DISCONNECT, CURB, HOT GAS REHEAT, MERV 7 FILTER, SMOKE DETECTOR, SEE GENERAL
NOTES F.
30
FABRICATE PLENUM BOXES WITH ROUND
SIDE OUTLET FOR ALL SCHEDULED
"SQUARE NECK" RETURN AIR (AND
EXHAUST AIR) GRILLES
45° SQ. TO RD.
TRANSITION
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
MANUFACTURER
Architects and Engineers
GENERAL SPECIFICATIONS
TAG
PART A
Christopher Kidd & Associates, LLC
ROOF TOP UNITS
NOTES
M1
ELECTRIC HEATERS
Mark No.
RISER ROOM
VESTIBULE 100
PATIENT TOILET 118
SOILED UTILITY 139
JANITOR 140
MECH/STORAGE 136
STAFF TOILET 128
CORRIDOR 122
STAFF TOILET 127
PATIENT TOILET 103
PATIENT TOILET 102
Model No.
QMARK
QMARK
QMARK
QMARK
QMARK
QMARK
QMARK
QMARK
QMARK
QMARK
QMARK
AWH3150
AWH3150
AWH3150
EFF1500
EFF1500
AWH3150
AWH3150
AWH3150
AWH3150
AWH3150
AWH3150
Mounting Type
SURFACE MOUNT
RECESSED MOUNT
RECESSED MOUNT
SURFACE MOUNT
SURFACE MOUNT
SURFACE MOUNT
RECESSED MOUNT
RECESSED MOUNT
RECESSED MOUNT
RECESSED MOUNT
RECESSED MOUNT
KW
Voltage
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
120V 1Ø
120V 1Ø
120V 1Ø
120V 1Ø
120V 1Ø
120V 1Ø
120V 1Ø
120V 1Ø
120V 1Ø
120V 1Ø
120V 1Ø
VOLUME DAMPER IN STRAIGHT
SECTION AND IN ROOM SERVED
Remarks
45° SQ. TO RD.
TRANSITION
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
WHITE ENAMEL FINISH-TAMPER RESISTANT T-STAT
RECTANGULAR
SUPPLY AIR MAIN
TITUS SLOT DIFFUSER
VD
(E)EH-1
EH-2
EH-3
EH-4
EH-5
EH-6
EH-7
EH-8
EH-9
EH-10
EH-11
Manuf.
N.T.S.
LOCKING "MTC" CLIP SUPPLIED
WITH AIR DIFFUSERS
INSULATED FLEX DUCT
(4'-0" MAX LENGTH &
90° TOTAL BENDS)
LAY-IN LIGHTING
FIXTURE (TYP.)
TRIM SUSPENDED CEILING
PANELS ACCORDINGLY
EXHAUST FANS
Mark No.
EF-1
EF-2
EF-3
EF-4
Room(s) Served
TOILETS/SHWR/SLD UTIL.
STAFF LOUNGE 130
WIRING CLOSET 136
JAN. 141 /MED WASTE 142
Manufacturer
GREENHECK
GREENHECK
GREENHECK
GREENHECK
Model No.
G-095-VG
G-070-VG
G-065-VG
G-070-VG
CFM
700
250
150
225
E.S.P.
0.45
0.25
0.25
0.35
Sones
9.2
4.1
3.6
4.7
Motor
1/4
1/6
1/6
1/6
NOTE:
DIFFUSER VANES MUST BE TIPPED
INWARD AS SHOWN FOR HORIZONTAL
AIR FLOW.
SIDE MOUNTED AND CENTER MOUNTED
TEES SUPPLIED WITH SLOTTED DIFFUSER
Drive
DIRECT
DIRECT
DIRECT
DIRECT
B.H.P./W.
.12 HP
.02 HP
.02 HP
.03 HP
Voltage
115V-1Ø
115V-1Ø
115V-1Ø
115V-1Ø
F.L.A.
3.9
3.1
3.1
3.1
Weight (LBS) Remarks
57
49
49
49
1, 3
1, 4
1, 5
1, 2
M2
TYPICAL SUPPLY DIFFUSER DETAIL
N.T.S.
NOTES:
1. PROVIDE WITH ROOF CURB, BACKDRAFT DAMPER, MOTOR W/ THERMAL OVERLOADS, DISCONNECT, SPEED CONTROL POTENTIOMETER
MOUNTED IN UNIT, UL LISTED 705.
2. UNIT TO BE WIRED FOR CONTINUOUS OPERATION.
3. CONTROLLED BY TIME-CLOCK (7-DAY, 24-HR.) LOCATE NEAR ELECTRICAL PANELS.
4. CONTROLLED BY W/ PILOTED WALL SWITCH, PROVIDE LABELED SWITCH LOCATED IN LOUNGE AREA.
5. TO BE CONTROLLED BY THERMOSTAT IN WIRING CLOSET. WHEN TEMPERATURE EXCEEDS SETPOINT (ADJ), EXHAUST FAN WILL OPERATE.
NEMA 3-R DISCONNECT SWITCH
PROVIDED BY M.C., WIRED BY E.C.
ALUMINUM ROOF
EXHAUSTER
DIFFUSERS AND GRILLES
MARK NO.
MANUF.
MODEL NO.
CFM RANGE* THROW (FT.)*
NECK SIZE
FINISH
REMARKS
SD-1
SD-2
SD-3
SD-4
TITUS
TITUS
TITUS
TITUS
TBD-80-24-2HP-6-1-02-XX-2
TBD-80-48-2HP-6-1-02-XX-2-CN
TBD-80-48-2HP-8-1-02-XX-2-CN
300-FS-12/6-1-26-AG-15
60-100
60-110
115 - 235
60-250
19.5
13.5
13.5
13
6"Ø
6"Ø
8"Ø
12"X6"
WHITE
WHITE
WHITE
WHITE
PROVIDE W/ (2) TEE BARS & MOUNTING CLIPS.
PROVIDE W/ (2) TEE BARS & MOUNTING CLIPS, CROSS NOTCHED.
PROVIDE W/ (2) TEE BARS & MOUNTING CLIPS, CROSS NOTCHED.
SURFACE MOUNT, W/ DAMPER
RG-1
RG-2
RG-3
RG-4
RG-5
TITUS
TITUS
TITUS
TITUS
TITUS
PAR-AA-10X10-12X12-3-26
PAR-AA-22X22-24X24-3-26
PAR-AA-10X22-12X24-1-26
PAR-AA-22X22-24X24-1-26
350-FL-26X16-1-26
60-350
505 - 1680
505 - 1680
505 - 1680
980-1375
N/A
N/A
N/A
N/A
N/A
10"X10"
22"X22"
10"X10"
22"X22"
26"X16"
WHITE
WHITE
WHITE
WHITE
WHITE
LAY-IN
LAY-IN
SURFACE MOUNT
SURFACE MOUNT
SURFACE MOUNT
TG-1
TG-2
TITUS
TITUS
PAR-AA-10X22-12X24-3-26
PAR-AA-10X22-12X24-1-26
300-650
300-650
N/A
N/A
10"X22"
10"X22"
WHITE
WHITE
LAY-IN
SURFACE MOUNT
EG-1
EG-2
TITUS
TITUS
PAR-AA-10X10-12X12-1-26-AG-95
PAR-AA-10X10-12X12-3-26-AG-95
60 - 350
60 - 350
N/A
N/A
10"X10"
10"X10"
WHITE
WHITE
SURFACE MOUNT, VOLUME DAMPER OPERABLE FROM FACE
LAY-IN, VOLUME DAMPER OPERABLE FROM FACE
PREFABRICATED
CURB
BACKDRAFT DAMPER
RUN CONDUIT INSIDE
ROOF CURB
M3
TYPICAL EXHAUST FAN DETAIL
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
N.T.S.
*FOR REFERENCE ONLY. THROW LISTED IS AT HIGH VALUE OF CFM RANGE, 50 FPM. FOR TBD TYPE, 2-WAY THROW. FOR PAS TYPE, 4-WAY THROW.1.) REFER TO PLAN FOR SPECIFIC
DESIGN AIR FLOW RATES FOR ALL GRILLES AND DIFFUSERS.
Drafted By:
ARJ
Checked By:
ARJ
Date Drafted:
10/15/2013
Project #:
13049-02
MARK NO.
FD-1
PLAN KEY
MANUF.
MODEL NO.
GREENHECK
CRD-1WJ
TYPE
CEILING RADIATION
S.P. RATING
DYNAMIC
ACTUATOR
POSITION
VERT.
SLEEVE
20GA.-WALL
---
FIRE AND SMOKE DAMPERS
REMARKS
1, 2
DATE
REVISION DESCRIPTION
1.) MECHANICAL CONTRACTOR TO FIELD VERIFY EXISTING CONSTRUCTION CONDITIONS AND CONFIRM WITH THE DAMPER VENDOR THAT THE DAMPER LISTED IS APPROPRIATE FOR
THE INSTALLATION FIELD CONDITIONS. USE MULTIPLE DAMPERS IF REQUIRED FOR THE OPENING SIZE.
2.) FURNISH AND INSTALL APPROPRIATE ACCESS/INSPECTION DOOR FOR EACH LISTED FIRE DAMPER.
#
EXISTING
Location
TYPICAL EXHAUST/RETURN GRILLE DETAIL
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
EACH RTU TO BE CONTROLLED BY HONEYWELL VISIONPRO 8000 #TB8220U, NON SWITCHING SUB BASE THERMOSTAT AND HUMIDSTAT.
EVAPORATOR PERFORMANCE BASED UPON ROOM CONDITIONS OF 72° db - 50% R.H. AND OUTSIDE CONDITIONS OF 0.4% ANNUAL CUMULATIVE FREQUENCY OF
OCCURRENCE AND THE MEAN COINCIDENT WET-BULB TEMPERATURE. BASED ON ASHRAE 2005 CLIMATIC DESIGN INFORMATION.
Proposed Dialysis Clinic for:
1.
2.
MECHANICAL SCHEDULES AND DETAILS
SCALE: VARIES
M1.0
GENERAL NOTES
A.) ALL MECHANICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES.
B.) MECHANICAL CONTRACTOR RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO CONSTRUCT A COMPLETE, OPERATIONAL HEATING, VENTILATION, AND
AIR-CONDITIONING SYSTEM FOR THE ENTIRE PROJECT AS SHOWN ON THESE DRAWINGS. OBTAIN ALL PERMITS, FEES, AND ANY OTHER APPURTENANCES REQUIRED BY LOCAL JURISDICTIONS TO THE
EXECUTION OF THE CONTRACT.
F.) EXISTING SMOKE DETECTORS IN UNITS WIRED FOR UNIT SHUTDOWN. M.C. TO COORDINATE WITH FIRE ALARM CONTRACTOR.
G.) PROVIDE FIRE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND WHERE REQUIRED BY ALL APPLICABLE CODES FOR DUCTS AND OPENINGS IN FIRE WALLS AND FIRE
PARTITIONS. PROVIDE ACCESS DOORS LOCATED SO THAT DAMPER COMPONENTS MAY BE INSPECTED AND SERVICED. SEE ARCHITECTURAL SHEETS FOR ALL WALL, PARTITION AND BARRIER TYPES
AND RATINGS.
2.
A 7-DAY PROGRAMMABLE THERMOSTAT (HONEYWELL VISION PRO8000) AND HUMIDISTAT
SHALL OPERATE THE ROOF TOP UNITS AND SHALL CONSIST OF THE FOLLOWING:
·
24-HOUR TIMECLOCK
·
FAN HAND-OFF/AUTO SWITCH
·
AUTOMATIC CHANGEOVER
·
NIGHT SETBACK
·
LED DISPLAY
·
SETPOINT ADJUSTMENT
·
2-STAGE HEATING & COOLING
H.) GAS PIPING TO WATER HEATERS SHALL BE UNDER MECHANICAL CONTRACT. INTAKE AIR PIPING AND EXHAUST PIPING FOR WATER HEATERS SHALL BE UNDER PLUMBING CONTRACT.
I.) NATURAL GAS PIPING TO BE SCH. 40 BLACK STEEL. ALL EXTERIOR GAS PIPING SHALL BE DEGREASED, PRIMED, AND PAINTED WITH A QUALITY EXTERIOR GRADE PAINT SPECIFICALLY DESIGNED
FOR EXTERIOR METAL SURFACES. THE MECHANICAL CONTRACTOR SHALL INCLUDE THIS COST IN THE BASE BID.
J.) RELOCATE EXISTING THERMOSTAT AND HUMIDISTAT AS SHOWN.
130cfm
SD-4
80cfm
SD-1
PATIENT
TOILET
102
VD
VESTIBULE
100
VD
DOOR
VD
U.C.
8"Ø
120 cfm
SD-3
VD
120 cfm
SD-3
8"Ø
VD
TG-1
6"Ø
℄
MEDICAL
RECORDS
106
℄
℄
℄
135 cfm
SD-3
VD
VD
6"Ø
70cfm
SD-1
WHEELCHAIR
STORAGE
114
135 cfm
SD-3
16/14
℄
NURSE
STATION
117
135 cfm
SD-3
8"Ø
135 cfm
SD-3
VD
RG-4
LAB
PREP
119
60cfm
SD-4
℄
70cfm
SD-1
EF-2
250cfm
(ON ROOF)
℄
8"Ø
6"Ø
(E)RTU-1
115mbh
VD
℄
℄
PREP
SINK
112
10"Ø
VD
VD
6"Ø
85 cfm
SD-2
6"Ø
6"Ø
8"Ø
10/10
6"Ø
VD
85 cfm
SD-2
85 cfm
SD-2
℄
PREP
SINK
116
14/12
16/12
VD
6"Ø
℄
16/14
10"Ø
(E)FD-1
24/14
85 cfm
SD-2
6"Ø
VD
85 cfm
SD-2
VD
℄
135 cfm
SD-3
VD
85 cfm
SD-2
T H
WATER
TREATMENT
137
8"Ø
T
CLINIC
MANAGER
120
8"Ø
12/10
60cfm
SD-1
U.C.
DOOR
8"Ø
165cfm
SD-4
PSDS/
GRANUFLO
138
8"Ø
8"Ø
SOILED
UTILITY
140
U.C.
DOOR
100cfm
EG-1
12/6
DOOR
DOOR
100cfm
EG-1
Date Drafted:
10/15/2013
Project #:
13049-02
U.C.
DOOR
(E)112" NG
SPRINKLER
RISER
132
EH-8
8"Ø
10"Ø
ELECTRICAL
ALCOVE
133
WATER HEATER-2
(BY PC) 199 MBH
(E)112" NG
1" GAS TO EACH WATER HEATER.
INCLUDE GAS SHUTOFF VALVE
AND SEDIMENT LEG TO EACH
WATER HEATER (TYP.)
WATER HEATER-1
(BY PC) 150 MBH
(E)1" NG
8"Ø
10"Ø
JANITOR
CLOSET
141
DOOR
8"Ø
(E)3 4" NG
MECHANICAL/
STORAGE
134
U.C.
125cfm
EG-1
DOOR
VD
MED
WASTE
142
SPRINKLER RISER
100cfm
EG-1
EH-9
10"Ø
#
STAFF
TOILET
127
ARJ
DATE
STAFF
TOILET
128
EH-5
U.C.
TECH
REPAIR
131
VD
U.C.
U.C.
VD
100cfm
EG-1
10"Ø
80 cfm
SD-2
8"Ø
Checked By:
REVISION DESCRIPTION
12/6
8"Ø
8"Ø
VALVE
DOOR
6"Ø
(E)112" NG
APPROXIMATE
LOCATION OF NEW
GAS METER. 661CFH
@0.5 PSI CONNECTED
LOAD. MECHANICAL
CONTRACTOR TO
COORDINATE WITH
NATURAL GAS
PROVIDER TO ENSURE
SUFFICIENT SERVICE.
ARJ
T H
8"Ø
6"Ø
VD
Drafted By:
14/12
VD
STAFF
SHOWER
129
U.C.
STAFF
LOCKERS
126
Copyright 2013
100cfm
EG-1
VD
70cfm
SD-1
CLEAN
SUPPLIES
139
8"Ø BPW
EH-4
165cfm
SD-4
12/8
STAFF
LOUNGE
130
CONNECT TO EXISTING
UNIT SIZED DUCT DROPS
DOWN TO SPACE. TYP OF
ALL.
6"Ø
VD
18/14
(E)1" NG
WIRING
CLOSET
136
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
---
10"Ø
10"Ø
8"Ø
26/16
(E)FD-1
(E)FD-1
75 cfm
SD-2
130 cfm
SD-3
150cfm
EG-1
100cfm
EG-1
PATIENT
TOILET
118
RG-5
U.C.
12/12
VD
6"Ø
EF-4
225cfm
(ON ROOF)
250cfm
EG-2
DOOR
8"Ø
DOOR
8"Ø
10"Ø
10"Ø
RG-1
U.C.
(E)RTU-3
72mbh
(E)FD-1
EF-3
150cfm
(ON ROOF)
8"Ø
RG-1
10"Ø
(E)FD-1
8"Ø
CORRIDOR
121
130 cfm
SD-3
8"Ø
18/12
10"Ø
8"Ø
(E)RTU-2
125mbh
(E)1" NG
CORRIDOR
122
10"Ø
14/12
18/12
8"Ø
170 cfm
SD-3
8"Ø
10"Ø
EH-3
RG-1
8"Ø
MULTI-PURPOSE
OFFICE
125
8"Ø
PATIENT
PREP
107
RECEPTION
105
16/12
14/12
8"Ø
VD
PREP
SINK
115
65cfm
SD-1
RG-4
8"Ø
210 cfm
SD-3
170 cfm
SD-3
RG-1
8"Ø
EF-1
700cfm
(ON ROOF)
RG-1
℄
6"Ø
135 cfm
SD-3
(E)FD-1
VD
8"Ø
10"Ø
(E)3 4" NG
12"Ø
6"Ø
℄
14/14
U.C.
70cfm
SD-1
RG-3
DOCTOR/
EXAM
124
NURSE
STATION
110
12"Ø
10"Ø
8"Ø
8"Ø
14/12
8"Ø
90cfm
SD-4
VD
12"Ø
16/14
10"Ø
12/12
170 cfm
SD-3
DOOR
8"Ø
8"Ø
COATS
104
8"Ø
70cfm
SD-1
T H
VD
VD
PREP
SINK
111
VD
RG-2
VD
12"Ø
℄
14/14
8"Ø
8"Ø
10/10
8"Ø
VD
120 cfm
SD-3
MED
PREP
113
12/12
95cfm
SD-4
8"Ø
VD
10"Ø
VD
CONFERENCE
ROOM
123
8"Ø
8"Ø
VD
VD
VD
120 cfm
SD-3
120 cfm
SD-3
12"Ø
VD
100cfm
SD-4
TREATMENT
ROOM
108
10"Ø
6"Ø
10"Ø
WAITING
ROOM
101
EH-10
8"Ø
120 cfm
SD-3
20/12
PATIENT
TOILET
103
8"Ø
VD
6"Ø
135 cfm
SD-3
VD
VD
DOOR
100cfm
SD-4
8"Ø
115 cfm
SD-3
8"Ø
75cfm
SD-1
8"Ø
75cfm
SD-1
TG-1
TG-2
6"Ø
8"Ø
TG-1
6"Ø
U.C.
100cfm
EG-1
SEPARATION
ROOM
109
18/12
EH-11
VD
30/14
100cfm
EG-1
Proposed Dialysis Clinic for:
K.) ALL DUCTWORK TO HAVE NO DUCT LINER. ALL FLEX TO HAVE INSIDE POLY BARRIER (NO EXPOSED INTERIOR FIBERGLASS INSULATION OR ACOUSTICAL LINER IN TOTAL SYSTEM.)
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
CONTRACTORS PLEASE NOTE
EXISTING PROJECT CONDITIONS, AS THEY APPEAR ON THESE DRAWINGS, SUCH
AS ARCHITECTURAL AND STRUCTURAL BUILDING COMPONENTS, MECHANICAL
AND ELECTRICAL EQUIPMENT, PIPING, DUCTWORK, ROUGH-INS AND OTHER
MISCELLANEOUS CONSTRUCTION, HAVE BEEN GATHERED AND TRANSFERRED
FROM PREVIOUS CONSTRUCTION DRAWINGS. WHILE SUCH INFORMATION HAS
BEEN COLLECTED AND INTERPRETED WITH REASONABLE CARE, THE
ARCHITECT AND ENGINEER DO NOT ASSUME ANY EXPRESSED OR IMPLIED
GUARANTEE THAT CONDITIONS SO INDICATED ARE ENTIRELY COMPLETE,
CORRECT AND REPRESENTATIVE OF THOSE ACTUALLY EXISTING. ALL
CONTRACTORS SHALL PROVE TO THEMSELVES AS TO ALL EXISTING
CONDITIONS PRIOR TO BIDDING, AND VERIFY ALL DIMENSIONS AT THE SITE.
E.) ALL EXHAUST CAP LOCATIONS ARE APPROXIMATE. THE AIR DISCHARGE FROM ALL EXHAUST FANS SHALL BE A MINIMUM OF 10' FROM ANY AND ALL OUTSIDE AIR INTAKES (OR WINDOW OPENINGS.)
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
1.
THE ROOF TOP UNIT'S FAN SHALL RUN CONTINUOUSLY IN THE OCCUPIED MODE AND
STAGE THE HEATING AND COOLING, WITHOUT OVERLAP, TO MAINTAIN THE SPACE
TEMPERATURE SETPOINTS. DURING UNOCCUPIED OPERATION, THE ROOF TOP UNIT SHALL
CYCLE ON/OFF TO MAINTAIN THE NIGHT HEATING/COOLING TEMPERATURE SETPOINTS.
DURING UNOCCUPIED PERIODS, THE OUTSIDE AIR DAMPER SHALL BE IN THE FULLY-CLOSED
POSITION.
Christopher Kidd & Associates, LLC
D.) MECHANICAL CONTRACTOR SHALL SECURE A FULL STRUCTURAL ANALYSIS FROM A CERTIFIED STRUCTURAL ENGINEER RELATIVE TO THE SETTING OF ALL NEW ROOF TOP UNITS & EQUIPMENT,
AND ASSOCIATED ROOF & FLOOR PENETRATIONS. THE COST OF THIS STRUCTURAL ANALYSIS SHALL BE INCLUDED IN THE BASE MECHANICAL BID. ALL ASSOCIATIVE COSTS FOR BUILDING
REINFORCEMENT NEED NOT BE IN BASE BID, BUT NEEDS TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/ENGINEER UPON COMPLETION OF THIS STRUCTURAL REPORT.
Architects and Engineers
C.) HVAC WORK IS INDICATED DIAGRAMMATICALLY. EXACT LOCATIONS OF HVAC EQUIPMENT AND ALL COMPONENTS ARE TO BE DETERMINED IN THE FIELD AND BY ACTUAL BUILDING CONDITIONS.
EQUIPMENT, DUCTS OR PIPES INTERFERING WITH OTHER INSTALLATIONS SHALL BE RELOCATED AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
(E)EH-1
CONNECT TO EXISTING
112" CAPPED GAS.
EH-6
0
2'
4'
8'
SCALE : 1/4" = 1'-0"
MECHANCIAL PLAN
M2.0
GENERAL NOTES
PLUMBING FIXTURE SCHEDULE
LOCATION
MANUF/MODEL NO.
MODEL NAME
SIZE
TRIM
ACCESSORY 1
ACCESSORY 2
ACCESSORY 3
NOTES
MIXING VALVE
FLOOR
PATIENT/STAFF
TOILET
A.S. 2467.016
CADET RIGHT
HEIGHT POWER
ASSIST 1.6 G.P.F.
N/A
N/A
CHURCH 9500 CT
OPEN FRONT SEAT
N/A
N/A
FLUSH VALVE HANDLE SHALL BE
LOCATED TOWARD THE WIDE SIDE
OF THE ACCESSIBLE STALLS.
N/A
A.S.7723.018
OFFSET TAILPIECE/GRID
STRAINER
A.S. 0059.020
KNEE SHROUD
JR SMITH 0700
CONCEALED ARM
CARRIER
WHITE PORCELAIN
YES
P-1
TOILET
P-2
RESTROOM
HANDWASH SINK
WALL HUNG
TOILET ROOMS
A.S. 0954.004
MURRO
21.25" x 22"
A.S. 7385.004 RELIANT, 3 LEVER HANDLE
FAUCET
P-3
HANDWASH
SINK
UNDER
COUNTER
TREATMENT/LAB PREP
ELKAY ELU1616
N/A
16" x 16" x 7.875"
SLOAN ETF-770-4-P (110V) FAUCET, TRIM
PLATE, ETF-233 PLUG IN TRANSFORMER
A.S. 4311.023 GRID DRAIN
LEONARD 170
THERMOSTATIC MIXING
VALVE
N/A
STAINLESS STEEL
YES
P-3H
ADA HANDWASH
SINK
UNDER
COUNTER
TREATMENT/SEPARATION
ROOM
ELKAY ELUHAD1616
N/A
16" x 16" x 5"
SLOAN ETF-770-4-P (110V) FAUCET, TRIM
PLATE, ETF-233 PLUG IN TRANSFORMER
A.S. 4311.023 GRID DRAIN
LEONARD 170
THERMOSTATIC MIXING
VALVE
N/A
STAINLESS STEEL
YES
MED SINK
UNDER
COUNTER
TREATMENT
ELKAY ELU1616
CHICAGO 350-317XKABCP FAUCET
A.S. 4311.023 GRID DRAIN
N/A
N/A
N/A
GUARDIAN G3600
THERMOSTATIC MIXING
VALVE
N/A
P-4
P-4E
EYEWASH
COUNTERTOP
N/A
TREATMENT AT
P-4 SINK
GUARDIAN
G1805/G1805LH
N/A
16" x 16" x 7.875"
N/A
N/A
COLD WATER ONLY,
STAINLESS STEEL
NO
LEFT HAND AND RIGHT HAND
MOUNT AVAILABLE
YES
REMARKS
3.) PLUMBING CONTRACTOR RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO
CONSTRUCT A COMPLETE, OPERATIONAL PLUMBING SYSTEM FOR THE ENTIRE PROJECT AS SHOWN ON THESE
DRAWINGS. OBTAIN ALL PERMITS, FEES, AND ANY OTHER APPURTENANCES REQUIRED BY LOCAL JURISDICTIONS TO
THE EXECUTION OF THE CONTRACT.
4.) WHERE NEW SANITARY DRAIN IS CONNECTING TO EXISTING, CONTRACTOR SHALL VERIFY DEPTH AND LOCATION
OF THE EXISTING DRAIN PRIOR TO WORK AND NOTIFY ARCHITECT AND ENGINEER IF EXISTING IS NOT DEEP ENOUGH
TO INSTALL NEW PIPE AT PROPER SLOPE.
5.) CONTRACTOR SHALL ROUGH-IN UNDERGROUND SANITARY DRAINS AS HIGH AS POSSIBLE IN ORDER TO PROVIDE
MAXIMUM DROP FOR SLOPING NEW PIPE TO CONNECTION TO EXISTING.
6.) FIELD VERIFY ALL STRUCTURAL, MECHANICAL, AND ELECTRICAL CONDITIONS PRIOR TO CUTTING OF FLOOR SLAB
AND STRUCTURE BEFORE INSTALLATION OF NEW WORK.
P-5
ADA LOUNGE
SINK
UNDER
COUNTER
STAFF LOUNGE
ELKAY ELUHAD2115
N/A
21" x 15.75" x 5"
A.S. 4205.000 SINGLE LEVER FAUCET,
4331.013 CRUMB DRAIN AND TAILPIECE
N/A
N/A
N/A
STAINLESS STEEL
NO
P-5A
ICE BOX
CONNECTION
RECESSED
STAFF LOUNGE
GUY GRAY BIM 875
FRIB12S - FIRE RATED WALL
N/A
9.5" x 11.5" x 3.5"
N/A
WATER HAMMER
ARRESTOR
ISOLATION VALVE
THROW AWAY
CARBON FILTER
MOUNT FILTER UNDER SINK P-5,
MOLDED PLASTIC
N/A
P-6
HANDWASH
SINK
UNDER
COUNTER
EXAM ROOM/TECH REPAIR
ELKAY ELUHAD1616
N/A
16" x 16" x 5"
SLOAN ETF-770-4-P (110V) FAUCET, TRIM
PLATE, ETF-233 PLUG IN TRANSFORMER
A.S. 4311.023 GRID DRAIN
LEONARD 170
THERMOSTATIC MIXING
VALVE
N/A
STAINLESS STEEL
YES
N/A
N/A
N/A
MOLDED STONE
NO
N/A
N/A
N/A
MOLDED STONE
NO
P-17 FLOOR DRAIN
LEONARD
TM-850-STSTL-EXP
THERMOSTATIC MIXING
VALVE
N/A
7.) COORDINATE EXACT LOCATION OF PLUMBING PIPING WITH STRUCTURAL MEMBERS, LIGHTS, REFLECTED CEILING
PLANS, CABLE TRAY, ELECTRICAL CONDUITS, DUCTWORK, MECHANICAL PIPING AND ALL OTHER TRADES AND
EXISTING CONDITIONS.
8.) WATER TRAP PRIMERS (ZURN SANI-GUARD #Z1022) SHALL BE INSTALLED ON FLOOR DRAINS ACCORDING TO
PLUMBING CODE AND ANY LOCAL AMENDMENTS.
9.) WATER HAMMER ARRESTORS TO BE INSTALLED PER PLUMBING CODE AND ANY LOCAL AMENDMENTS.
10.)ROUTE PVC WATER HEATER COMBUSTION AIR INTAKE AND EXHAUST PIPING TO EXTERIOR (THRU ROOF) PER
MFRS. INSTALLATION INSTRUCTIONS AND PER APPLICABLE CODE REQUIREMENTS.
P-7
LAUNDRY SINK
WALL HUNG
TECH REPAIR
FIAT L-1
N/A
24" x 24"
A.S. 7490.000 FAUCET W/ 172H WRIST
BLADE HANDLES
P-8
MOP SINK
FLOOR
JANITOR CLOSET
FIAT MSB2424
N/A
24" x 24"
CRANE 830AA FAUCET, 832AA HOSE KIT,
889-CC MOP HANGER KIT
P-9
EMERGENCY
SHOWER
FLOOR
MECH/STORAGE
ROOM
ENCON 01-0502-16
P-13
HANDWASH
SINK
UNDER
COUNTER
SOILED UTILITY
ELKAY ELU1616
N/A
16" x 16" x 7.875"
SLOAN ETF-770-4-P (110V) FAUCET, TRIM
PLATE, ETF-233 PLUG IN TRANSFORMER
A.S. 4311.023 GRID DRAIN
LEONARD 270
THERMOSTATIC MIXING
VALVE
N/A
STAINLESS STEEL
YES
P-14
CLINICAL
SERVICE SINK
FLOOR SET
SOILED UTILITY
A.S. 9504.999.020
N/A
24.5" x 20"
SLOAN ROYAL 117H FLUSH VALVE
N/A
N/A
N/A
N/A
NO
P-14A
BED PAN
WASHER
WALL
SOILED UTILITY
ZURN
Z87302-CWO-EVB-SE-SH
N/A
N/A
N/A
N/A
N/A
N/A
VACUUM BREAKER 7'-6"A.F.F.
NO
P-15
LARGE BLOOD
LAB SINK
DROP-IN
LAB PREP ROOM
KOHLER 5964-3
MAYFIELD
25" x 22"
A.S. MONTEREY 6409.170 WIDESPREAD
FAUCET WITH WRIST BLADE HANDLES
AND GOOSENECK SPOUT.
A.S. 4311.023 GRID DRAIN
N/A
N/A
THREE HOLE,
WHITE PORCELAIN
NO
P-15A
SMALL BLOOD
LAB SINK
DROP-IN
SEPARATION
ROOM
A.S. 7085.803
ISLAND SINK
16" x 20"
A.S. MONTEREY 6409.170 WIDESPREAD
FAUCET WITH WRIST BLADE HANDLES
AND GOOSENECK SPOUT.
A.S. 4311.023 GRID DRAIN
N/A
N/A
THREE HOLE,
WHITE PORCELAIN,
SELF RIMMING
NO
P-16
FLOOR DRAIN
FLOOR
TREATMENT FLOOR
JOSAM 30004-7E1
N/A
N/A
N/A
JOSAM F6-6" FUNNEL
DRAIN
N/A
N/A
INSIDE FUNNEL,
CUT STRAINER OUT OF DRAIN TOP
N/A
FLOOR
MECH/STORAGE ROOM,
BELOW EMERGENCY
SHOWER, MED WASTE RM
JOSAM 30004-5C
N/A
JR SMITH 2699 TRAP
PRIMER
WATER TREATMENT/PSDS
ROOM
PLASTIC ODDITIES
PDS400-PFS-H
N/A
14" x 14"
N/A
N/A
N/A
N/A
N/A
N/A
INSTALLED UNDER PREVIOUS
'UNDERGROUND' ROUGH-IN CONTRACT
P-17
FLOOR DRAIN
N/A
N/A
N/A
N/A
N/A
N/A
N/A
11.)PUBLIC LAVATORIES SHALL BE EQUIPPED WITH A THERMOSTATIC MIXING VALVE LOCATED ABOVE AN ACCESSIBLE
CEILING.
12.) ALL PENETRATIONS OF RATED FLOOR, WALL AND CEILING ASSEMBLIES SHALL BE FIRE SEALED TO MEET THE
RATED ASSEMBLY. INSTALL PER FIRE SEALANT MANUFACTURERS INSTRUCTIONS.
YES
13.) MAINTAIN MINIMUM 25 FEET DISTANCE BETWEEN PLUMBING VENTS THROUGH ROOF AND HVAC FRESH AIR
INTAKES.
N/A
N/A
N/A
14.) COORDINATE THE LOCATION OF THE P-16 DRAINS BENEATH THE DIALYSIS CABINETS WITH THE MILLWORK
DRAWINGS.
15.) FIELD COORDINATE THE EXACT LOCATION OF ALL FLOOR DRAINS, FLOOR SINKS, TRENCH DRAINS, ETC. WITH
EXISTING FOOTINGS AND FOUNDATIONS.
16.) JOINTS FORMED WHERE PLUMBING FIXTURES COME IN CONTACT WITH WALLS AND FLOORS SHALL BE CAULKED
WITH SILICONE CAULK MATCHING COLOR OF PLUMBING FIXTURE.
WATER HEATER SCHEDULE **NO SUBSTITUTIONS**
INSTALLED UNDER PREVIOUS
'UNDERGROUND' ROUGH-IN CONTRACT
P-18
FLOOR SINK
FLUSH WITH
FLOOR
P-18A
FLOOR DRAIN
FLUSH WITH
FLOOR
TOILET ROOMS/STAFF
SHOWER/SOILED UTILITY
JOSAM SERIES 30000-A
N/A
N/A
N/A
JR SMITH 2699 TRAP
PRIMER
N/A
N/A
N/A
N/A
INSTALLED UNDER PREVIOUS
'UNDERGROUND' ROUGH-IN CONTRACT
P-19
TRENCH DRAIN
FLUSH WITH
FLOOR
WATER TREATMENT ROOM
J.R. SMITH 9818-100S
N/A
N/A
COVER WITH DRAINAGE GRATE
9870-455-SS
N/A
N/A
N/A
LENGTH TO BE DETERMINDED BY
DOOR WIDTH
N/A
INSTALLED UNDER PREVIOUS
'UNDERGROUND' ROUGH-IN CONTRACT
N/A
N/A
YES
DELUXE CHROME PLATED
INCLUDE SHOWER
SHOWERHEAD AND DELUXE
LIGHT, SHIPPED
HAND SHOWER WITH HOSE &
SEPARATELY. INSTALLED
SLIDE BAR. PROVIDE POWERS
IN FACTORY DRILLED
HYDROGUARD SERIES, MODEL
HOLE BY E.C.
NO. E425-E-M-2-6-Y-W
P-22
CLINIC SHOWER
FLOOR
STAFF TOILET/
SHOWER ROOM
AQUA BATH CARE SERIES
C4136BF-FUS 3/4 IN.
N/A
36" x 36" x 82.75"
CONCEALED THERMOSTATIC WATER
MIXING VALVE FOR USE ON SHOWER
INSTALLATIONS. CAST BRASS BODY,
STAINLESS STEEL FACEPLATE, AND
LEVER TYPE HANDLE.
P-23
WATER COOLER
WALL HUNG
WAITING ROOM
ELKAY EZOSTL8C
N/A
N/A
N/A
N/A
N/A
N/A
TWO STATION/BARRIER FREE
N/A
P-24
VALVE BOX
INSET IN
CABINET
SEPARATION ROOM
WALNUT CREEK 15013
SINGLE ACID, DOUBLE ACID
15015
N/A
N/A
N/A
N/A
N/A
N/A
MOLDED PLASTIC. INCLUDES ALL
CONNECTIONS FOR RO/SDS, RO
AND DIALYSIS MACHINE DRAIN
N/A
P-32
HOSE BIBB
WALL
EXTERIOR
WOODFORD MODEL 67
N/A
N/A
N/A
N/A
N/A
N/A
FREEZELESS WITH VACUUM
BREAKER
N/A
INSTALLED UNDER PREVIOUS
'UNDERGROUND' ROUGH-IN CONTRACT
RD-1
ROOF DRAIN
N/A
ROOF DEPRESSION
J.R. SMITH 1010-CID-C-R
N/A
SEE PLANS
CAST IRON DOME, UNDER DECK CLAMP
AND SUMP RECEIVER
N/A
N/A
N/A
N/A
N/A
INSTALLED UNDER PREVIOUS
'UNDERGROUND' ROUGH-IN CONTRACT
N/A
ROOF DEPRESSION
J.R.SMITH 1070-CID-C-R
N/A
SEE PLANS
CAST IRON DOME, UNDER DECK CLAMP
AND SUMP RECEIVER
N/A
N/A
N/A
N/A
N/A
INSTALLED UNDER PREVIOUS
'UNDERGROUND' ROUGH-IN CONTRACT
WALL
EXTERIOR WALL
J.R.SMITH 1770
N/A
SEE PLANS
N/A
N/A
N/A
N/A
ROUGH CAST BRONZE
N/A
INSTALLED UNDER PREVIOUS
'UNDERGROUND' ROUGH-IN CONTRACT
ABOVE
CEILING
N/A
LEONARD MODEL 270
N/A
N/A
N/A
N/A
ASSE 1017
N/A
N/A
N/A
TANK
SIZE
BTU-IN BTU-OUT
RECOVERY
@ 100° TR
VENT
SIZE
SERVICE
WH-1
A.O. SMITH CYCLONE 100 GAL. 150 MBH 141 MBH
BTH-150
173 GPH
4" PVC
DOMESTIC
WH-2
A.O. SMITH CYCLONE 100 GAL. 199 MBH 187 MBH
BTH-199
230 GPH
4" PVC
PROCESS
NOTE:
PLUMBING CONTRACTOR (P.C.) TO SUPPLY AND INSTALL ALL ABOVE SCHEDULED WATER HEATERS.
PLUMBING CONTRACT TO INCLUDE PLACEMENT OF WATER HEATERS, COMPLETE AIR INTAKE PIPING,
COMPLETE EXHAUST (FLUE) GAS PIPING, T&P RELIEF VALVE PIPING AND ALL DOMESTIC WATER
PIPING AS SHOWN ON WATER PIPING PLAN, WATER PIPING ISOMETRIC AND WATER HEATER
INSTALLATION MANUAL. POWER SHALL BE BY ELECTRICAL CONTRACTOR (E.C.). NATURAL GAS PIPING
SHALL BE BY MECHANICAL CONTRACTOR (M.C.). FINAL CONNECTION
TO WATER HEATERS BY PLUMBING CONTRACTOR.
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
DAR
Checked By:
JAA
Date Drafted:
10/15/2013
Project #:
13049-02
---
THERMOSTATIC
MIXING VALVE
MODEL
REVISION DESCRIPTION
TMV-1
MFG.
DATE
DN-1
OVERFLOW ROOF
DRAIN
DOWNSPOUT
NOZZLE
(OVERFLOW)
MARK
NUMBER
#
ORD-1
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
MOUNT
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
FIXTURE TYPE
2.) WORK INDICATED ON THE DRAWINGS IS BASED ON BEST AVAILABLE INFORMATION CONCERNING LOCATION OF
EXISTING EQUIPMENT, FIXTURES, AND PIPING. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SUCH WORK
PRIOR TO BIDDING. EXISTING PLUMBING DRAWINGS ARE NOT AVAILABLE, SO LOCATION AND ROUTE OF EXISTING
BURIED DRAIN PIPING IS UNKNOWN AND MUST BE FIELD VERIFIED BY PLUMBING CONTRACTOR. IF DEVIATIONS IN
EXISTING WORK ARE DISCOVERED, CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER. SUBMISSION OF BID
INDICATES THAT ADEQUATE ALLOWANCES HAVE BEEN MADE.
Proposed Dialysis Clinic for:
FIXTURE
TAG
Architects and Engineers
**NO FIXTURE SUBSTITUTIONS**
Christopher Kidd & Associates, LLC
1.) ALL PLUMBING WORK SHALL COMPLY WITH THE 2012 INTERNATIONAL PLUMBING CODE, THE GREELEY MUNICIPAL
CODE CHAPTER 16.28 AND ANY LOCAL AMENDMENTS.
P1.0
PLUMBING SCHEDULES AND DETAILS
WATER FIXTURE UNIT SCHEDULE
HOT WATER RETURN PIPING
ELBOW DOWN
ELBOW UP
BALL VALVE
BALANCING VALVE
EXISTING COLD WATER
G
NATURAL GAS PIPING
C.
T.
QTY.
TOTAL W.S.F.U.
HOT
COLD
TOTAL
WATER CLOSET
P-1
-
5.0
5.0
5
-
25.0
25.0
LAVATORY
P-2
1.5
1.5
2.0
6
9.0
9.0
12.0
PATIENT SINKS
P-X
1.5
1.5
2.0
14
21.0
21.0
28.0
LOUNGE SINK
P-5
2.25
2.25
3.0
1
2.25
2.25
3.0
LAUNDRY TRAY
P-7
2.25
2.25
3.0
1
2.25
2.25
3.0
MOP BASIN
P-8
2.25
2.25
3.0
1
2.25
2.25
3.0
SHOWER
P-22
3.0
3.0
4.0
1
3.0
3.0
CLINIC SINK
P-14
-
8.0
8.0
1
-
EMERGENCY EYEWASH
EMERGENCY SHOWER *
P-4E
1.5
1.5
2.0
1
P-9
12.0
12.0
16.0
DRINKING FOUNTAIN
P-23
-
0.5
ICE MAKER WATER OUTLET BOX
P5-A
-
BED PAN WASHER
P-14A
HOSE BIBB
P-32
TOTAL WATER DEMAND FROM FIXTURE UNIT SCHEDULE= 53 gpm
TO CONTROLLING FIXTURE
EMERG. SHOWER
FURTHEST FIXTURE
MIN. ANTICIPATED WATER PRESS.
80 psig
80 psig
1 1/2" WATER SERVICE PRESS. DROP
(5.0 psi) 1 1/2" SERVICE
(5.0 psi) 1 1/2" SERVICE
2" WATER SERVICE PRESS. DROP
(3.0 psi) 2" SERVICE
(3.0 psi) 2" SERVICE
WATER METER PRESS. DROP
(2.5 psi) 1 1/2" METER
(2.5 psi) 1 1/2" METER
ENTRANCE RPBP PRESS. DROP
(11.0 psi)
(11.0 psi)
4.0
EMERG. MIXING VALVE PRESS. DROP
(5.0 psi)
N/Applicable
8.0
8.0
MIN. PRESSURE @ FIXTURE SUPPLY *
(30.0 psi)
(25.0 psi)
1.5
1.5
2.0
TOTAL FRICTION LOSS AVAIL.
23.5 psi
33.5 psi
1
12.0
12.0
16.0
TOTAL EQUIV. FT. OF PIPING
336 ft.
510 ft.
0.5
1
-
0.5
0.5
ALLOWABLE PRESSURE DROP/100'
7.0 psi/100'
6.5 psi/100'
0.5
0.5
1
-
0.5
0.5
-
4.0
4.0
1
-
4.0
4.0
-
4.0
4.0
3
-
12.0
12.0
RESULTS:
AS A RESULT THE DESIGN PRESSURE DROP/100' WILL BE SET @ 6.0 PSI/100' WITH A LIMITING
VELOCITY OF 6 FT./SEC.
* ANSI STANDARD Z358.1-5.4.2 FOR EMERGENCY SHOWERS (23 GPM)
* ANSI STANDARD Z358.1-5.4.2 FOR EMERGENCY SHOWERS
NOTE: SYSTEM IS PREDOMINATELY FLUSH TANK
TOTAL DOMESTIC W.S.F.U. =
103.25
53.25
PROCESS WATER DEMAND = (20 GPM)
EXISTING HB PROVIDED AS PART OF
BUILDING SHELL CONSTRUCTION
21.0 W.S.F.U.
TOTAL COMBINED WATER DEMAND =
142.0 W.S.F.U.
53 GPM
EQUIVALENT LOAD DEMAND =
CONNECT TO EXISTING 3 4"
VALVED STUB PROVIDED AS
PART OF BUILDING SHELL
CONSTRUCTION
121.0
WATER PIPING ON WALL, IN CABINET.
NOT IN EXTERIOR WALL
PATIENT
TOILET
102
1
P-3H
112"
1"
P-2
1"
114"
3
1
4"
VESTIBULE
100
1"
2"
P-15A
TMV-1
3
1
WATER PIPING IN SECONDARY
INTERIOR WALL. NOT IN
EXTERIOR WALL. MAINTAIN
ADEQUATE PROTECTION
FROM FREEZING.
8
112"
1
2
SEPARATION
ROOM
109
3
4"
TMV-1
P-1
1
1
2"
1
2"
6
7
1"
P-23
2"
5
TREATMENT
ROOM
108
2"
P-2
4
112"
PATIENT
TOILET
103
PREP
SINK
111
PREP
SINK
115
P-3
P-3
9
WAITING
ROOM
101
1"
PATIENT
PREP
107
112"
1
1
RECEPTION
105
1
2"
WHEELCHAIR
STORAGE
114
112"
2"
2"
2"
NURSE
STATION
117
1
P-4
2"
2"
3
4"
CW ONLY
3
10
112"
11 4"
114"
2"
1
1
112"
P-3H
1"
MED
PREP
113
2"
1
114"
CONFERENCE
ROOM
123
1
NURSE
STATION
110
11 4"
4"
1
2"
1
2"
COATS
104
1
1
2"
P-3
2"
PREP
SINK
112
P-3
P-4E
PREP
SINK
116
P-3
114"
112"
1
1 4"
112"
MEDICAL
RECORDS
106
1
2"
P-6
P-3
1
1
1
112"
2"
114"
P-15
2"
TMV-1
WATER PIPING IN SECONDARY
INTERIOR WALL. NOT IN
EXTERIOR WALL. MAINTAIN
ADEQUATE PROTECTION
FROM FREEZING.
LAB
PREP
119
2"
17
1"
DOCTOR
EXAM
124
11
16
15
14
13
1
12
2"
3
4"
1"
1
2"
CORRIDOR
122
P-2
112"
11 4"
3
PATIENT
TOILET
118
CORRIDOR
121
4"
CONNECT TO EXISTING 3 4" STUB
PROVIDED AS PART OF BUILDING
SHELL CONSTRUCTION
P-1
EXISTING HB PROVIDED
AS PART OF BUILDING
SHELL CONSTRUCTION
2"
P-5
WIRING
CLOSET
136
P-5A
3
CLINIC
MANAGER
120
MULTI-PURPOSE
OFFICE
125
CLEAN
UTILITY
139
11 4"
WATER
TREATMENT
137
11 4" CW & 11 4" HW DOWN. REDUCE TO 1" JUST
PRIOR TO PROCESS TEMPERATURE BLEND
VALVE. SEE WATER TREATMENT VENDOR
DRAWINGS FOR ADDITIONAL DETAILS.
SEE GENERAL
NOTE #10
STAFF
LOUNGE
130
SEE GENERAL
NOTE #10
4"
BPW
PSDS/
GRANUFLO
138
1
1 2"
SOILED
UTILITY
140
2"
FLOW CONTROL VALVE IN
SUPPLY TO EMERGENCY
SHOWER UNIT. 'CAMPBELL'
#DVGX250 (25 GPM)
1
P-14A
1
P-13
2"
2"
WATER PIPING IN SECONDARY
INTERIOR WALL. NOT IN
EXTERIOR WALL. MAINTAIN
ADEQUATE PROTECTION
FROM FREEZING.
3
STAFF
SHOWER
129
1"
WATER PIPING IN SECONDARY
INTERIOR WALL. NOT IN
EXTERIOR WALL. MAINTAIN
ADEQUATE PROTECTION
FROM FREEZING.
1"
3
4"
1
2"
3
4"
1
TMV-1
2"
1
3
4"
ELECTRICAL
ALCOVE
133
SPRINKLER
RISER
132
P-1
2"
112"
FIRE SPRINKLER RISER, BY FPC.
MECHANICAL/
STORAGE
134
1 2"
114"
2"
JANITOR
CLOSET
141
JAA
Date Drafted:
10/15/2013
Project #:
13049-02
P-8
1
1 4"
P-9
112"
2"
2"
1
2"
2"
Checked By:
2"
HWR RETURN
CIRCULATION
PUMP
MED
WASTE
142
DATE
STAFF
TOILET
128
'LEONARD' EMERGENCY
MIXING VALVE & CABINET
ASSEMBLY MODEL #
TM-850-STSTL-EXP
112"
2"
2"
112"
1
DAR
6"
#
STAFF
TOILET
127
2"
TMV-1
'WATTS' MODEL
PLT-12 THERMAL
EXPANSION TANK
4"
'WATTS' MODEL
PLT-12 THERMAL
EXPANSION TANK
2"
P-2
114"
112"
TECH
REPAIR
131
1
4"
P-6
3
4"
3
3
4"
P-22
1"
P-2
P-1
1"
STAFF
LOCKERS
126
4"
3
1 4"
WATER
HEATER
135
1
112"
Drafted By:
---
P-7
1
Copyright 2013
P-14
11 4"
11 4"
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
REVISION DESCRIPTION
4"
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
WATER PIPING IN SECONDARY
INTERIOR WALL. NOT IN
EXTERIOR WALL. MAINTAIN
ADEQUATE PROTECTION
FROM FREEZING.
3
2"
Proposed Dialysis Clinic for:
P-1
1
2"
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
HOT WATER PIPING
H.
Architects and Engineers
COLD WATER PIPING
W.S.F.U.
LABEL
Christopher Kidd & Associates, LLC
FIXTURE
WATER DISTRIBUTION DESIGN
2"
3
CONNECT TO EXISTING 4"
VALVED STUB PROVIDED
AS PART OF BUILDING
SHELL CONSTRUCTION
EXISTING HB PROVIDED
AS PART OF BUILDING
SHELL CONSTRUCTION
2" WATTS SERIES 909 REDUCED PRESSURE
ZONE BACKFLOW PREVENTER ASSEMBLY
AS REQUIRED BY AUTHORITY HAVING
JURISDICTION.
2" DOMESTIC WATER AND 6" FIRE
SPRINKLER WATER SERVICES BY SITE
UTILITY CONTRACTOR).
WATER PLAN
SCALE: 1/4" = 1'-0"
P2.0
COLD WATER PIPING
HOT WATER PIPING
BALL VALVE
BALANCING VALVE
EXISTING COLD WATER
G
1
1
NATURAL GAS PIPING
2"
2"
P-23
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
ELBOW UP
Architects and Engineers
ELBOW DOWN
Christopher Kidd & Associates, LLC
HOT WATER RETURN PIPING
P-6
P-15A
2"
P-3
1
P-3H
2"
P-15
P-3
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
1
Proposed Dialysis Clinic for:
P-3H
P-22
CW ONLY
P-3
P-7
P-3
P-6
CONNECT TO EXISTING 2" WATER
SERVICE STUB PROVIDED AS PART
OF BUILDING SHELL CONSTRUCTION
2"
2" WATTS SERIES 909 REDUCED PRESSURE
ZONE BACKFLOW PREVENTER ASSEMBLY
AS REQUIRED BY AUTHORITY HAVING
JURISDICTION.
P-3
(2) 'WATTS' 909M1QT-S-1 12" REDUCED
PRESSURE ZONE BACKFLOW PREVENTERS
FOR PROCESS SUPPLY. PIPED IN PARALLEL
STACKED ON WALL. SEE SHT. ME-1 FOR
CONTINUATION OF PIPING.
2" DOMESTIC WATER SERVICE BY
SITE UTILITY CONTRACTOR).
CONNECT TO EXISTING 3 4"
STUB PROVIDED AS PART
OF BUILDING SHELL
CONSTRUCTION
LEONARD EMERGENCY SHOWER
MIXING VALVE ASSY IN SURFACE
MOUNTED STAINLESS STEEL
CABINET MODEL TM-850-STSTL-EXP
VACUUM RELIEF
VALVE
GAS PIPING BY
MECHANICAL CONTRACTOR
CHECK VALVE
ROUTE AIR INTAKE & EXHAUST PIPING THRU
ROOF (SCH. 40 PVC). TERMINATE PIPING THRU
ROOF CONSISTENT WITH MFGR'S
INSTRUCTIONS & LOCAL CODE REQUIREMENTS.
G
PRIMARY ISOLATION VALVE
FOR WATER HEATER.
G
CW
HW
G
GAS COCK
UNION
DRIP LEG 8" MIN.
GAS PRESSURE REGULATOR AS REQ'D
(VENT PER CODE)
SAFETY CONTROL
VALVE
INSTALL CONDENSATE DRAIN
CONSISTENT W/ MFG'RS INSTRUCTIONS
HWR
DIAL TYPE
THERMOMETER
IN-LINE
AQUASTAT
CIRCULATING PUMP
ASME
T&P RELIEF
VALVE
HORIZONTAL CHECK VALVE
CIRCULATING PUMP SHALL BE EQUAL TO BELL
& GOSSETT SERIES NBF-22 ALL BRONZE WITH
TIME CLOCK AND IN-LINE AQUASTAT, 3 4"
FLANGES,1/25 HP, 115V, 1Ø, 12 GPM AT 7'
HEAD.
PRIMARY ISOLATION VALVE MUST PRECEDE
THERMAL EXPANSION TANK. NO VALVES
SHALL BE INSTALLED BETWEEN EXPANSION
TANK AND WATER HEATER INLET.
G
1
-
NOT TO SCALE
Date Drafted:
10/15/2013
Project #:
13049-02
G
PRIMARY ISOLATION VALVE
FOR WATER HEATER.
HW
GAS COCK
UNION
DRIP LEG 8" MIN.
GAS PRESSURE REGULATOR AS REQ'D
(VENT PER CODE)
SAFETY CONTROL
VALVE
INSTALL CONDENSATE DRAIN
CONSISTENT W/ MFG'RS INSTRUCTIONS
'WATTS' MODEL DET-12
THERMAL EXPANSION TANK
NOTES:
VENT GAS PRESSURE REGULATORS TO
ATMOSPHERE AS REQUIRED BY LOCAL
APPLIANCE / MECHANICAL CODES.
EXISTING HB PROVIDED
AS PART OF BUILDING
SHELL CONSTRUCTION
PRIMARY ISOLATION VALVE MUST PRECEDE
THERMAL EXPANSION TANK. NO VALVES
SHALL BE INSTALLED BETWEEN EXPANSION
TANK AND WATER HEATER INLET.
P-8
ASME T&P RELIEF VALVE
ROUTE RELIEF VALVE DISCHARGE PIPE
FULL SIZE TO 6" A.F.F. (TO FLOOR SINK
WITH AIR GAP WHERE APPLICABLE)
ROUTE RELIEF VALVE DISCHARGE PIPE FULL SIZE TO 6"
A.F.F. (TO FLOOR SINK WITH AIR GAP WHERE APPLICABLE).
DOMESTIC WATER HEATER
PIPING DIAGRAM
JAA
CW
G
NOTES:
VENT GAS PRESSURE REGULATORS TO
ATMOSPHERE AS REQUIRED BY LOCAL
APPLIANCE / MECHANICAL CODES.
Checked By:
CHECK VALVE
ROUTE AIR INTAKE & EXHAUST PIPING THRU
ROOF (SCH. 40 PVC). TERMINATE PIPING THRU
ROOF CONSISTENT WITH MFGR'S
INSTRUCTIONS & LOCAL CODE REQUIREMENTS.
'WATTS' MODEL DET-12
THERMAL EXPANSION TANK
FLOW CONTROL VALVE IN SUPPLY
TO EMERGENCY SHOWER UNIT.
'CAMPBELL' #DVGX250 (25 GPM).
DAR
---
GAS PIPING BY
MECHANICAL CONTRACTOR
FINAL GAS PIPING CONNECTION
TO WATER HEATER BY PLUMBING
CONTRACTOR.
Drafted By:
DATE
VACUUM RELIEF
VALVE
Copyright 2013
2
-
PROCESS WATER HEATER
PIPING DIAGRAM
NOT TO SCALE
#
FINAL GAS PIPING CONNECTION
TO WATER HEATER BY PLUMBING
CONTRACTOR.
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
REVISION DESCRIPTION
EXISTING HB PROVIDED
AS PART OF BUILDING
SHELL CONSTRUCTION
WATER ISOMETRIC
SCALE: 1/4" = 1'-0"
P2.1
QTY.
TOTAL
WATER CLOSET
P-1
4"
4
5
20
P-2
1
1 2"
1
5
5
P-'X'
11
LAVATORY
EXAM SINK
2"
2
14
28
1
LOUNGE SINK
P-5
1 2"
2
1
2
LAUNDRY TRAY
P-7
112"
2
1
2
MOP SINK
P-8
3"
2
1
2
DRINKING FOUNTAIN
P-23
1
1 2"
0.5
1
0.5
2" FLOOR DRAIN
P-18A
2"
3
1
3
4" FLOOR DRAIN
P-16
4"
6
3
18
4" FLOOR DRAIN
P-17
4"
0
3
0
4" FLOOR SINK
P-18
4"
6
6
36
TRENCH DRAIN
P-19
4"
6
1
6
4" FLOOR SINK
P-22
2"
2
1
2
TRENCH DRAIN
P-14
4"
8
1
8
TOTAL DRAINAGE FIXTURE UNITS = 132.5
MAINTAIN MINIMUM 25 FEET DISTANCE
BETWEEN PLUMBING VENTS THRU
ROOF AND HVAC FRESH AIR INTAKES.
PLUMBING VENTS IN ROOF TOP
EQUIPMENT DEPRESSION NOT
ALLOWED.
EXISTING SANITARY PIPING
NEW SANITARY PIPING (IN GROUND)
P-24
NEW STORM PIPING (ABOVE GROUND)
NEW STORM PIPING (IN GROUND)
INDIVIDUAL VALVE
BOX. SEE DETAIL 5
ON SHEET P3.1.
4" CO
W/FFC
2"W-112"V-2"WCO
P-16
P-16
P-1
4"W-2"V
PATIENT
TOILET
102
4"
P-2
P-3H
WAITING
ROOM
101
4"
2"W-112"V
4"
2"
1
2"W-1 2"V
2
SEPARATION
ROOM
109
CONNECT VENT PIPING TO 4" VTR.
STUBBED THRU ROOF DURING
BUILDING SHELL CONSTRUCTION.
REMOVE TEMPORARY CAP ABOVE
ROOF.
3
4
5
6
4" CO
W/FFC
TREATMENT
ROOM
108
2"
P-15A
2"W-112"V
CONNECT VENT PIPING TO 4" VTR.
STUBBED THRU ROOF DURING
BUILDING SHELL CONSTRUCTION.
REMOVE TEMPORARY CAP ABOVE
ROOF.
4"
P-23
PATIENT
TOILET
103
4"W-2"V
7
4"
P-1
4"
4"
2"
P-2
8
1
VESTIBULE
100
2"
PREP
SINK
111
1
2"W-1 2"V
2"
PREP
SINK
115
P-3
P-3
9
4"
2"V
2"
4"
2"W-112"V
MED
PREP
113
PATIENT
PREP
107
4"
4"
4"
2"W-112"V
WHEELCHAIR
STORAGE
114
RECEPTION
105
CONFERENCE
ROOM
123
2"
2"W-112"V
2"
2"W-2"WCO-112"V
2"
NURSE
STATION
110
P-3H
WASTE
WV
WET VENT (WASTE)
CO
CLEAN OUT
DS
DRAIN STACK
SV
STACK VENT
CV
CIRCUIT VENT
RV
RELIEF VENT
CM.V
COMMON VENT
SP
STAND PIPE
VTR
VENT THRU ROOF
W/FFC
WITH FLUSH FLOOR COVER
MVS
MAIN VENT STACK
WCO
WALL CLEAN OUT
W/WCO
WITH WALL CLEAN OUT
SCO
STACK CLEAN OUT
EQ. CO
EQUIVALENT CLEAN OUT
POC
POINT OF CONNECTION
PC
PLUMBING CONTRACTOR
HORIZONTAL WASTE
BFF
BELOW FINISHED FLOOR
HWA
HORIZONTAL WASTE ARM
INVERT ELEVATION
POINT OF CONNECTION
NURSE
STATION
117
4" CO
W/FFC
2"
W
IE
2"
4"
VENT
HORZ. W.
4"
4" CO
W/FFC
V
10
2"W-112"V
P-4
OFIC
OWNER FURNISHED, INSTALLED BY CONTR
ORD
OVERFLOW ROOF DRAIN
OFD
OVERFLOW DRAIN
ST
STORM DRAIN
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
D.F.U.
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
TRAP
Architects and Engineers
LABEL
Proposed Dialysis Clinic for:
FIXTURE
Christopher Kidd & Associates, LLC
DRAINAGE SCHEDULE
COATS
104
P-3
2"W-112"V
2"
P-3
1
2"W-1 2"V
4"
PREP
SINK
116
PREP
SINK
112
P-3
2"W-112"V
NO PLUMBING VENTS
IN FLAT ROOF AREA.
2"
P-3
MEDICAL
RECORDS
106
2"
11
P-15
LAB
PREP
119
2"W-112"V
17
P-6
16
15
14
13
12
1
2"W-1 2"V-2"WCO
4"
DOCTOR
EXAM
124
P-2
CORRIDOR
121
CORRIDOR
122
P-16
P-1
4"W-2"V
4"W-2"V
2"W-112"V
4"W-3"MV
PATIENT
TOILET
118
2"V
4"
STAFF
LOUNGE
130
4"
4"
4"
4"
WATER
TREATMENT
137
2"W-112"V2"WCO
PSDS/
GRANUFLO
138
4"
4"
4"
1
1 2"V
4"
2"W-1 2"V
2"V
4"W-2"V
P-6
2"
P-2
STAFF
SHOWER
129
WATER
HEATER
135
TECH
REPAIR
131
P-17
P-18
P-18A
P-2
4"
2"W-1 2"V
STAFF
TOILET
128
STAFF
TOILET
127
4"W-2"V
SPRINKLER
RISER
132
1
4"
2"
P-18
P-19
4"
P-18
2"V
4"
4" CO
W/FFC
2"V
6" TWO-WAY YARD
CLEANOUT BY SITE
UTILITY CONTRACTOR
2"V
4"
MECHANICAL/
STORAGE
134
MED
WASTE
142
6" @ MIN.1% SLOPE
Checked By:
JAA
Date Drafted:
10/15/2013
13049-02
P-17
P-1
CONTINUES TO
MUNICIPAL SEWER
DAR
Project #:
P-8
P-17
P-1
Drafted By:
4" CO
W/FFC
CONNECT VENT PIPING TO 4" VTR.
STUBBED THRU ROOF DURING
BUILDING SHELL CONSTRUCTION.
REMOVE TEMPORARY CAP ABOVE
ROOF.
ELECTRICAL
ALCOVE
133
112"V
4"W-2"V
P-17
Copyright 2013
3"
JANITOR
CLOSET
141
4"
2"W-112"V
4"
2"W-1 2"V
P-18A
2"V
2"
2"W-112"V
P-14
2"V
P-7
P-22
4"
P-3
112"V
CONNECT VENT PIPING TO
4" VTR. STUBBED THRU
ROOF DURING BUILDING
SHELL CONSTRUCTION.
REMOVE TEMPORARY CAP
ABOVE ROOF.
BPW
4"
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
1
4"W-2"V
2"
2"V
2"
SOILED
UTILITY
140
1
STAFF
LOCKERS
126
4"
DAR
MULTI-PURPOSE
OFFICE
125
WIRING
CLOSET
136
4"
---
CLINIC
MANAGER
120
4"
DRAIN PLAN
SCALE: 1/4" = 1'-0"
REVISION DESCRIPTION
4"
4"
4" CO
W/FFC
DATE
P-18
#
4"
2"V
CLEAN
UTILITY
139
ADDENDUM # 1
P-18
P-5
4"
11/05/2013
2"
P-18
4"
4"
A1
4"
P2.2
EXISTING SANITARY PIPING
2"
NEW SANITARY PIPING (IN GROUND)
P-2
NEW STORM PIPING (ABOVE GROUND)
112"
4"
2"
P-2
2"
2"
3"
2"
4"
3"
P-1
4"
4"
112"
3"
4"
112"
P-23
1 2"
2"
2"
4"
P-6
1
112"
4"
112"
112"
2"
INDIVIDUAL DRAIN
BOX. SEE DETAIL 5
ON SHEET P3.1.
P-15A
4"
2"WCO
1 2"
P-2
2"
2"
2"
4"
STAND PIPE
VTR
VENT THRU ROOF
W/FFC
WITH FLUSH FLOOR COVER
MVS
MAIN VENT STACK
WCO
WALL CLEAN OUT
W/WCO
WITH WALL CLEAN OUT
SCO
STACK CLEAN OUT
EQ. CO
EQUIVALENT CLEAN OUT
POC
POINT OF CONNECTION
PC
PLUMBING CONTRACTOR
HORIZONTAL WASTE
BFF
BELOW FINISHED FLOOR
HWA
HORIZONTAL WASTE ARM
INVERT ELEVATION
OFIC
OWNER FURNISHED, INSTALLED BY CONTR
ORD
OVERFLOW ROOF DRAIN
OFD
OVERFLOW DRAIN
STORM DRAIN
112"
4"
2"
P-3
112"
4"
2"
4"
2"
112"
4"
4"
112"
CONTINUES TO
MUNICIPAL SEWER
2"
2"
2"
4"
P-2
2"
P-1
112"
2"
P-6
P-18A
4"
2"
P-18
P-4
P-3
2" WCO
4" CO
W/FFC
112"
112"
2"
4"
4"
2"
4"
4"
P-22
4"
4" CO
W/FFC
2"
4"
P-16
2"
4"
P-18
2"
P-3
4" CO
W/FFC
4"
2"
4"
P-17
112"
4"
4"
2"
2"
4"
4" CO
W/FFC
P-16
2"
P-3
4"
4"
P-18
P-17
3"MV
4"
4"
4"
P-18
4"
P-18
4" CO
W/FFC
3"MV
4"
2"
2"
4"
3"MV
112"
2"
3"
2"
P-17
4"
P-2
P-18
2"
3"
4"
4"
2"
3"
2"
2"
4"
2"
2"
2"
4"
Copyright 2013
Drafted By:
DAR
Checked By:
JAA
Date Drafted:
10/15/2013
4"
P-1
P-19
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Project #:
P-18A
4"
4"
112"
2"
4"
4" CO
W/FFC
13049-02
P-14
4" CO
W/FFC
2"
P-3
2"
4"
ADDENDUM # 1
2"
6"
2"
P-3
P-7
---
112"
SP
P-16
4" CO
W/FFC
2"
6" TWO-WAY YARD
CLEANOUT BY SITE
UTILITY CONTRACTOR
COMMON VENT
P-3H
P-5
112"
4"
CM.V
3"
P-8
4"
P-17
DRAIN ISOMETRIC
SCALE: 1/4" = 1'-0"
REVISION DESCRIPTION
2"
RELIEF VENT
DATE
2"
RV
#
P-1
P-3
2"
4"
CIRCUIT VENT
2"
P-15
2"
4"
CV
4"
2"
2"
STACK VENT
2"
112"
112"
SV
DAR
112"
DRAIN STACK
11/05/2013
2"
DS
Proposed Dialysis Clinic for:
2"
CLEAN OUT
ST
112"
1
CO
POINT OF CONNECTION
2"
112"
WET VENT (WASTE)
IE
P-3H
4"
WV
HORZ. W.
P-24
112"
WASTE
A1
1 2"
112"
W
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
1
VENT
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
P-1
4"
V
Architects and Engineers
1 2"
4" CO
W/FFC
Christopher Kidd & Associates, LLC
NEW STORM PIPING (IN GROUND)
2"
1
P2.3
EXISTING CONDITIONS
EXISTING PROJECT CONDITIONS, AS THEY APPEAR ON THESE DRAWINGS,
SUCH AS ARCHITECTURAL AND STRUCTURAL BUILDING COMPONENTS,
MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING, DUCTWORK,
ROUGH-INS AND OTHER MISCELLANEOUS CONSTRUCTION, HAVE BEEN
GATHERED AND TRANSFERRED FROM PREVIOUS CONSTRUCTION
DRAWINGS. WHILE SUCH INFORMATION HAS BEEN COLLECTED AND
INTERPRETED WITH REASONABLE CARE, THE ARCHITECT AND ENGINEER
DO NOT ASSUME ANY EXPRESSED OR IMPLIED GUARANTEE THAT
CONDITIONS SO INDICATED ARE ENTIRELY COMPLETE, CORRECT AND
REPRESENTATIVE OF THOSE ACTUALLY EXISTING. ALL CONTRACTORS
SHALL PROVE TO THEMSELVES AS TO ALL EXISTING CONDITIONS PRIOR TO
BIDDING, AND VERIFY ALL DIMENSIONS AT THE SITE.
A.) PLUMBING CONTRACTOR SHALL INSTALL SCH. 40 PVC SLEEVING ROUTED IN MOST DIRECT MANNER POSSIBLE. SLEEVE SHALL BE INSTALLED TRUELY FLAT. ALL
BENDS SHALL BE MADE WITH 45° BENDS. (90° ELBOWS ARE NOT ALLOWED) SEE DETAIL ON SHEET P4.1. PC SHALL INSTALL (2) HEAVY DUTY PULL STRINGS IN
SLEEVING FOR WATER VENDOR INSTALLATION OF RO & SDS TUBING. PLUMBING CONTRACTOR SHALL TERMINATE PVC 6" AFF IN DIALYSIS COUNTERS. SEE
DETAILS ON SHEET P4.1.
B.) PLUMBING CONTRACTOR SHALL FILL THE SLEEVE OPENING WITH A NON-HARDENING FOAM AFTER TUBING INSTALLATION (BY WATER VENDOR) TO AN
APPROXIMATE DEPTH OF 12".
F.) DISCHARGE PIPING FROM ALL R.O. EQUIPMENT SHALL HAVE APPROPRIATE CODE DESIGNED AIR GAPS TO SANITARY DRAINAGE SYSTEM - SEE SHEET ME-1 FOR
SPECIFICS OF R.O. EQUIPMENT DISCHARGE PIPING.
G.) ALL POTABLE AND NON-POTABLE WATER PIPING SHALL BE DIFFERENTIALLY TAGGED AND LABELED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 608.8
THROUGH 608.8.3 OF THE 2003 IPC.
H.) ALL 90° BENDS MUST BE FABRICATED FROM (2) 45° FITTINGS.
I.) SEE ME-1 FOR ROUTING OF R.O. & SDS TUBING (BY WATER VENDOR).
J.) PLUMBING CONTRACTOR SHALL REFER TO WATER VENDOR REQUIREMENTS FOR ADDITIONAL PLUMBING REQUIREMENTS NEEDED PRIOR TO WATER VENDOR
EQUIPMENT INSTALLATION.
K.) PLUMBING CONTRACTOR SHALL VERIFY ALL ROUTING OF OVERHEAD SLEEVING WITH FMC PROJECT MANAGER AND WATER VENDOR.
L.) ALL PIPING CONVEYING NON-POTABLE WATER SHALL BE PERMANENTLY IDENTIFIED BY DISTINCTIVE YELLOW PAINT, OR OTHER CODE APPROVED MARKINGS,
MAKING SUCH PIPING AND VALVES READILY DISTINGUISHABLE FROM PIPING CARRYING POTABLE WATER.
REFER TO DETAIL 6 ON
SHEET P3.1
R.O., BICARB AND
CONCENTRATE.
ROUTE THROUGH
CABINET (TYPICAL)
PIPING DOWN CHASE TO
DIALYSIS COUNTER.
REFER TO DETAIL 1 ON
SHEET P3.1.
PIPING DOWN CHASE TO
DIALYSIS COUNTER.
REFER TO DETAIL 1 ON
SHEET P3.1.
PIPING UP CHASE
TO ABOVE CEILING.
REFER TO DETAIL 1
ON SHEET P3.1.
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
E.) SEE SHEET ME-1 FOR DIVISION BETWEEN OWNER SUPPLIED EQUIPMENT/INSTALLATION AND MECHANICAL PIPING CONTRACT.
Architects and Engineers
D.) REFER TO SHEETS P4.1 AND A7 SERIES SHEETS FOR R.O. TUBING SPECIFICS AND DETAILS BENEATH COUNTER AREAS.
Christopher Kidd & Associates, LLC
C.) SEE SHEETS P4.1 AND ME-1 FOR ADDITIONAL INSTALLATION INSTRUCTIONS FOR ALL PIPING SHOWN HERE.
VALVE BOX (TYP.)
8
VESTIBULE
100
1
4
5
6
7
"
"
5 8
TREATMENT
ROOM
108
VALVE BOX (TYP.)
PATIENT
TOILET
103
PREP
SINK
111
PATIENT
PREP
107
CONFERENCE
ROOM
123
PREP
SINK
115
MED
PREP
113
NURSE
STATION
110
WHEELCHAIR
STORAGE
114
9
NURSE
STATION
117
10
RECEPTION
105
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
"
5 8
WAITING
ROOM
101
3
5 8
2
SEPARATION
ROOM
109
Proposed Dialysis Clinic for:
PATIENT
TOILET
102
PIPING UP CHASE
TO ABOVE CEILING.
REFER TO DETAIL 1
ON SHEET P3.1.
PREP
SINK
116
PREP
SINK
112
A
B
Y
COATS
104
PIPING UP CHASE
TO ABOVE CEILING.
REFER TO DETAIL 1
ON SHEET P3.1.
LAB
PREP
119
11
R.O.
MEDICAL
RECORDS
106
5
3
17
16
15
14
13
4"
12
5
8"
DOCTOR
EXAM
124
8"
4"
3
3
4"
CORRIDOR
122
PATIENT
TOILET
118
CORRIDOR
121
5
8"
PIPING DOWN CHASE TO
DIALYSIS COUNTER.
REFER TO DETAIL 1 ON
SHEET P3.1.
FOR CONTINUATION OF BICARB,
R.O. AND CONCENTRATE TUBING
TO PROCESS EQUIPMENT, REFER
TO ME-1 DRAWING.
PSDS/
GRANUFLO
138
BPW
Copyright 2013
Y
SOILED
UTILITY
140
TECH
REPAIR
131
5
STAFF
SHOWER
129
SPRINKLER
RISER
132
Checked By:
JAA
Date Drafted:
10/15/2013
ELECTRICAL
ALCOVE
133
13049-02
---
JANITOR
CLOSET
141
8"
MED
WASTE
142
MECHANICAL/
STORAGE
134
DATE
STAFF
TOILET
127
DAR
Project #:
WATER
HEATER
135
STAFF
TOILET
128
Drafted By:
#
STAFF
LOCKERS
126
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
REVISION DESCRIPTION
MULTI-PURPOSE
OFFICE
125
STAFF
LOUNGE
130
WATER
TREATMENT
137
CLINIC
MANAGER
120
CLEAN
UTILITY
139
R.O.
5
8"
5
8"
WIRING
CLOSET
136
PROCESS PIPING PLAN
SCALE: 1/4" = 1'-0"
P2.4
114"
114"
T
EMERGENCY SHOWER
MIXING VALVE
MOUNT FLOOR SINK
FLUSH WITH QUARRY
TILE.
RIGID DRAIN
LINES
QUARRY TILE
FINISH FLOOR
SENSOR OPERATED GOOSENECK
FAUCET (DECK MOUNTED)
120 VAC RECEPTACLE
SURFACE MTD. (BY E.C.)
WASTE LINE
FLOOR GRATE
90 DIA. LONG RADIUS WYE
12"
EACH SIDE
3/8" SUPPLY TUBE
ALL SURPLUS WIRE TO BE
NEATLY COILED AND TIE
WRAPPED.
FLOW
FLOOR SINK MODEL # : PLASTC ODDITIES, INC.
PH# 800-438-5327
MODEL# PFS-400H
STOPS AND 3 8"
SUPPLIES
TYP.
SENSOR FAUCET DETAIL
2
PS-12
NOT TO SCALE
NOT TO SCALE
3
PS-14
HW
HOT WATER
T
TEMPERED WATER
NOTES
1.
CONTRACTOR TO INSTALL A REGULATING VALVE IN THE TEMPERED WATER SUPPLY LINE
ADJUSTED TO 25 GPM
2.
THE ANSI Z358.1 STANDARD STATES THAT THE WATER TEMPERATURE DELIVERED BY EMERGENCY
SHOWERS/EYEWASHES SHOULD BE "TEPID" (60- 100 DEG. F). WHERE IT IS POSSIBLE THAT A
CHEMICAL REACTION MIGHT BE ACCELERATED BY WARM WATER, A MEDICAL PROFESSIONAL
SHOULD BE CONSULTED TO DETERMINE WHAT THE OPTIMAL TEMPERATURE SHOULD BE. IF THE
CITY WATER SUPPLY TEMPERATURE RANGE IS VERIFIED TO BE CONSISTANTLY BETWEEN 60 DEG. F
AND 100 DEG. F, THE CONTRACTOR MAY SUPPLY COLD WATER ONLY TO THE EMERGENCY
SHOWER/EYEWASH AND DELETE THE MIXING VALVE.
FLUSH MOUNTED FLOOR
SINK DETAIL
4
PS-9
NOT TO SCALE
EMERGENCY EYEWASH
AND SHOWER DETAIL
NOT TO SCALE
PIPE
1" LIP
SEAL PIPE INSULATION AT FLOORS,
WALLS AND GYP. BOARD CEILINGS.
SLEEVE
3" INDIRECT WASTE LINE.
PITCH @ 1/8" PER FT. MIN.
VENTED TO ATMOSPHERE
AT END
FUNNEL- SEE FLOOR DRAIN
AT DIALYSIS COUNTER
DETAIL.
3" PVC PIPE CUT AT 45° AS
SHOWN
3" SCH. 40 PVC, 90° ELBOW
CUT GRATE FROM
CENTER OF
FUNNEL
JOSAM F-6 ROUGH
BRONZE FUNNEL
EXTENDED RIM
MOUNT 3/4" A.F.F.
FINISHED
FLOOR
2 12"
3
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
4"
6" AIR BREAK
FIRE RETARDANT MATERIAL TO BE U.L.
APPROVED.
FIRE SEAL MATERIAL TO MAINTAIN ASSEMBLY
RATING BETWEEN PIPE & SLEEVE.
JOSAM TYPE 9E1
STRAINER
FLOOR RIM 3/4" A.F.F.
EXISTING
FINISHED FLOOR
REMOVE GRATE WITHIN
FUNNEL BASE
3" WASTE TRAPPED &
VENTED.
5
PT-7
JOSAM 30003
FLOOR DRAIN
INDIRECT WASTE DISCHARGE
DETAIL
NOT TO SCALE
MATERIAL
CONCRETE PATCH (AS
REQ'D.)
DRAIN
LINE
6
PT-8
STEEL PIPE
STEEL PIPE W/INSULATION
COPPER PIPE
COPPER PIPE W/INSULATION
FLOOR DRAIN AT
DIALYSIS COUNTER
7
PG-3
NOT TO SCALE
U.L. NUMBER REQ'D
GYP. WALL
CMU WALL FLOOR
594
272
428
444
443
444
442
429
442
335
335
445
Copyright 2013
Drafted By:
DAR
Checked By:
JAA
Date Drafted:
10/15/2013
Project #:
13049-02
---
1
PG-1
FLOOR
CLEANOUT DETAIL
COLD WATER
REVISION DESCRIPTION
THERMOSTATIC
MIXING VALVE
24 VAC. TRANSFORMER
BOTTOM DOME
STRAINER
4" HUB OUTLET
CW
PIPE SLEEVE DETAIL
NOT TO SCALE
DATE
SOLENOID VALVE W/
INTEGRAL STRAINER
LEGEND
CUT LINE
CUT LINE
CONTROL MODULE
(4) 9 16"Ø ON 63 4"
BOLT CIRCLE
#
COUPLING NUT
HOUSING
P-17
AIR GAP
PER CODE
SLOPE
CLEANOUT PLUG
P-17
RIGID PIPE
STAND
TRIM PLATE
MOUNTING NUT
AND WASHER
114" NPT
INLET
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
FINISHED FLOOR
Proposed Dialysis Clinic for:
SENSOR
114"
BALANCING VALVE
ADJUSTED TO 25 GPM
FLOOR CLEANOUT
JOSAM MODEL # 57000
COVER PLATE
P-9
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
CW
HW
Architects and Engineers
P-9
Christopher Kidd & Associates, LLC
114" NPT INLET
(OPPTIONAL)
PLUMBING DETAILS
NOT TO SCALE
P3.0
NOTE: VERIFY FINAL CONFIGURATION OF
TUBING CONDUIT WITH WATER TREATMENT
VENDOR PRIOR TO INSTALLATION
HORIZONTAL SLEEVE
6" SCHEDULE 40 BELLED END
PVC SLEEVE SHALL REST ON
EDGE OF FRAMING, FRAMING
SHALL BE AT FINISHED A.C.T.
HEIGHT
3"
HINGED ACCESS PANEL
FOR ACCESS TO
CLEANOUT
CWP VALVE PANEL
ASSEMBLY WITH DRAIN
FITTINGS (O.F.I.C.)
3" INDIRECT WASTE LINE. PITCH @
1/8" PER FT. MIN. VENTED TO
ATMOSPHERE AT END
7-1/2"
SECTION
SEE DRAIN DETAIL
2
PT-3
VERTICAL SLEEVE
CHASE DETAIL
DIALYSIS COUNTER INDIRECT WASTE,
VENT AND CLEANOUT DETAILS
3
PT-1
NOT TO SCALE
NOT TO SCALE
RO/SDS RETURN
TUBING AND SLEEVE
SENSOR FAUCET
CW
HW
PSDS
PSDS
PSDS
RO
FMC VALVE BOX,
SUPPLY ONE SIDE
(OFIC)
DRAIN
CONNECTION
P-3H
A/B
RO
INSULATED 1" TEFLON RO TUBING,
SDS TUBING, MOUNTED TO BOTTOM
OF COUNTER (BY OTHERS).
1/2"
FAUCET CONTROL
MODULE
T
RO
PSDS
PSDS
PSDS
RO
R.O. LOOP
RO RETURN
RO, AND PSDS TUBING TO
DROP TO TECH REPAIR
VALVE BOX FROM BEHIND IN
REAR WALL.
SOLENOID VALVE
A/B/Y
A/B/Y
1'-6"
CONNECT TO 1/2" HOSE BARB
AT BOX W/ ST. STEEL HOSE
CLAMPS
NOT TO SCALE
1/2
1/2
TOP OF COUNTER
DIALYSIS COUNTER
SECTION AT VALVE PANEL
T
RO
THERMOSTATIC MIXING
VALVE
R.O. DROP TO TECH REPAIR
VALVE BOX. PROVIDE
STAINLESS STEEL RPZ
SIMILAR TO WATTS MODEL
SS009 IF REQUIRED BY LOCAL
CODE.
JAY R. SMITH AIR GAP
FITTING (#3950)
"Y" FITTING WITH HOSE
BARB CONNECTIONS TO
MATCH VALVE BOX DRAINS
1/2" VINYL TUBING
1/2" VINYL TUBING
3" x 3"x1/2" FPT TEE
W/ BARBED FITTING
RO
TEFLON RO WATER
T
TEMPERED WATER
A/B/Y
A/B/Y SDS TUBING
OFIC
OWNER FURNISHED AND
INSTALLED IN CONTRACT
1/8" PITCH
RO
LEGEND
RO
TEFLON TUBING BUNDLED WITH
SDS TUBING (BY OTHERS)
FLOOR DRAIN. REFER TO
PLUMBING DETAILS
PLYWOOD SHROUD AT
FLOOR DRAIN
SEE DRAIN
DETAIL
FULL LINE SIZE P.V.C.
BALL VALVE
PVC SLEEVE SHALL EXTEND INTO
END OF COUNTER, USE LONG
RADIUS ELBOW
FUNNEL DRAIN
PVC DROP AT DRAIN
WITH AIR GAP
DIALYSIS COUNTER
INDIRECT WASTE LINE.
PITCH @ 1/8" PER FT.
DIALYSIS COUNTER
INDIRECT WASTE LINE.
PITCH @ 1/8" PER FT.
WATER VENDOR TO PULL
RO/SDS TUBING AND MAKE
ALL CONNECTIONS
PSDS
PSDS
PSDS
6" SCHEDULE 40 BELLED END PVC
SLEEVE, STRAPPED TO FRAMING
AT 24" O.C. VERTICALLY
WATER VENDOR TO FASTEN VALVE BOX
TO FRONT PANEL W/ STAINLESS STEEL
SCREWS IN PRE-DRILLED 3/16"Ø HOLES
TOP AND BOTTOM. (TYP. 4 PL).
3"x3"x3" WYE WITH
ADDITIONAL
CLEANOUT FITTING
AND PLUG
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
REMOVABLE ACCESS
PANEL ABOVE VALVE
BOX
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
TYP. PATIENT DIALYSIS
COUNTER
METAL STRAPPING AT
24" O.C. VERTICALLY
3" INDIRECT WASTE
1/2" MPT x 1/2" HOSE BARB
w/S.S. HOSE CLAMP
TOP OF SLAB
10"
4
PT-2
PIPING IN DIALYSIS COUNTER
ELEVATION
5
PT-5
NOT TO SCALE
SEPARATION ROOM SUPPLY
PLUMBING DETAIL
6
-
NOT TO SCALE
TECH REPAIR
NOT TO SCALE
3
8" ROD CONNECTED TO
UNISTRUT ABOVE
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
HANGER BRACKETS SHALL BE
INSTALLED EVERY 6'-0"
5/8 "A", "B" AND "Y'
CONCENTRATE TUBING
(BY OTHERS)
Copyright 2013
INSULATED TEFLON R.O. TUBING
(BY OTHERS)
TIE-WRAPS
SHALL BE USED EVERY 18"
Drafted By:
DAR
Checked By:
JAA
Date Drafted:
10/15/2013
Project #:
6" SCHEDULE 40 SLEEVE
13049-02
---
SECTION
DATE
REVISION DESCRIPTION
HANGER BRACKETS
SHALL BE INSTALLED
EVERY 6'-0"
NOTES:
1) THIS DETAIL IS ONLY USED IN
OVERHEAD SLEEVE
INSTALLATIONS
2) CONTRACTOR SHALL PROVIDE
HEAVY DUTY PULL STRINGS IN
SLEEVES.
6" SLEEVE
FINISHED CEILING
#
1
-
REMOVABLE PANEL
ACCESS TO TOP OF VALVE
PANEL
Proposed Dialysis Clinic for:
6" SCHEDULE 40 BELLED END PVC
SLEEVE, STRAPPED TO FRAMING
AT 24" O.C. VERTICALLY
WALL HUNG DIALYSIS
COUNTER
Architects and Engineers
MAXIMUM LENGTH 46'
FROM FIRST VALVE BOX
CONNECTION TO IW
DRAIN DISCHARGE.
Christopher Kidd & Associates, LLC
3"x3"x3" WYE WITH ADDITIONAL
CLEANOUT FITTING AND PLUG
PSDS
PSDS
PSDS
COORDINATE PLACEMENT OF
VERTICAL AND HORIZONTAL
PVC SLEEVING FOR 24" MINIMUM TO
36" BENDING RADIUS OF TEFLON
TUBING LOOP RO/SDS TUBING
BUNDLE.
112" INDIRECT WASTE VENT UP THRU ROOF INDEPENDENT
OF SANITARY VENT SYSTEM (SHALL NOT BE CONNECTED
TO BUILDING SANITARY VENT SYSTEM). INCREASE TO 3"
VTR. TERMINATE VTR WITH BUG/RODENT SCREEN
MINIMUM 20 FEET FROM HVAC INTAKES, OPENABLE
WINDOWS, DOORS AND SANITARY VENTS THRU ROOF.
ELEVATION
7
PT-3
TEFLON TUBING SLEEVE SUPPORT
DETAIL
NOT TO SCALE
PROCESS DETAILS
NOT TO SCALE
P3.1
PANEL 'R'
VOLTAGE/PHASE: 208/120VAC, 3 PHASE, 4 WIRE
QOB BREAKERS
VAC
NOTE:
ALL PANELS AND SUBPANELS SHALL BE SUBMITTED WITH
COORDINATED BREAKERS PER NEC 700.27 AND ARTICLE 100
(COORDINATION)
AIC RATING: MATCH EXIST. SYSTEM COMPONENTS & UTILITY FAULT CURRENT
COPPER BUS
MOUNTING/COVER: SURFACE
BRK
LOCK
CKT
NUM
VA PER PHASE
DESCRIPTION
A
B
C
1,500
1
BROWN RECEPTACLE (D) PATIENT BED #1
3
BROWN RECEPTACLE (D) PATIENT BED #3
5
BROWN RECEPTACLE (D) PATIENT BED #5
7
BROWN RECEPTACLE (D) PATIENT BED #7
9
BROWN RECEPTACLE (D) PATIENT BED #9
11
BROWN RECEPTACLE (D) PATIENT BED #11
13
BROWN RECEPTACLE (D) PATIENT BED #13
15
BROWN RECEPTACLE (D) PATIENT BED #15
17
BROWN RECEPTACLE (D) PATIENT BED #17
19
RECEPTACLES - IVORY PATIENT BEDS #3 & 4
21
RECEPTACLES - IVORY PATIENT BEDS #7 & 8
23
RECEPTACLES - IVORY PATIENT BEDS #11 & 12
25
RECEPTACLES - IVORY PATIENT BEDS #15 & 16
27
WHITE RECEPTACLE PATIENT BEDS #1, 2, 3 & 4
29
WHITE RECEPTACLE PATIENT BEDS #9, 10, 11 & 12
31
WHITE RECEPTACLE PATIENT BEDS #17
33
RECEPTACLES TV'S PATIENT BEDS #5, 6, 7, & 8
35
RECEPTACLES TV'S PATIENT BEDS #13, 14, 15, & 16
37
RECEPTACLES NURSE STATION 110 & PREP 111 & 112
39
RECEPTACLE (D) HOYER LIFT WHEELCHAIR STORAGE 114
1,500
1,500
1,500
1,500
1,500
1,500
1,500
1,500
360
360
360
360
720
720
180
1,200
1,200
1,440
180
300
41
RECEPTACLE (D) CRASH CART
43
SCALE POWER SUPPLY (D)
45
RECEPTACLE (D) UCR LAB PREP 119
400
300
47
RECEPTACLE (D) CENTRIFUGE SEPARATION ROOM 109
49
SPARE
51
SPARE
53
SPARE
55
SPARE
57
SPARE
59
SPARE
61
SPARE
63
SPARE
65
SPARE
67
SPACE
69
SPACE
71
SPACE
500
-
BRK
POLES
BRK
AMPS
WIRE
SIZE
BRK
POLES
BRK
AMPS
WIRE
SIZE
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
-
-
1
-
-
-
1
-
-
-
1
-
-
1
-
1
SUB-TOTALS:
7,240
7,260
7,580
PHASE TOTAL:
15,180
16,160
13,580
-
VA PER PHASE
A
B
DESCRIPTION
C
1,500
1,500
1,500
1,500
1,500
1,500
1,500
1,500
360
360
360
360
360
720
720
1,200
1,200
300
800
1620
720
720
500
540
7,940
8,900
BUS AMPS: 225
VOLTAGE:
MAIN SIZE/TYPE: MAIN LUGS ONLY
SQUARE D TYPE NQ
VOLTAGE/PHASE: 208/120VAC, 3 PHASE, 4 WIRE
QOB BREAKERS
LOAD SUMMARY
CKT
NUM
BRK
LOCK
BRK
LOCK
CKT
NUM
A
ALL PANELS AND SUBPANELS SHALL BE SUBMITTED WITH
COORDINATED BREAKERS PER NEC 700.27 AND ARTICLE 100
(COORDINATION)
2
2
1
ELECTRIC HEATER (EH-2)
BROWN RECEPTACLE (D) PATIENT BED #4
4
2
3
ELECTRIC HEATER (EH-3)
BROWN RECEPTACLE (D) PATIENT BED #6
6
2
5
ELECTRIC HEATER (EH-4)
BROWN RECEPTACLE (D) PATIENT BED #8
8
2
7
ELECTRIC HEATER (EH-5)
BROWN RECEPTACLE (D) PATIENT BED #10
10
2
9
ELECTRIC HEATER (EH-7)
BROWN RECEPTACLE (D) PATIENT BED #12
12
2
11
ELECTRIC HEATER (EH-8)
BROWN RECEPTACLE (D) PATIENT BED #14
14
2
13
ELECTRIC HEATER (EH-9)
BROWN RECEPTACLE (D) PATIENT BED #16
16
2
15
ELECTRIC HEATER (EH-10)
RECEPTACLES - IVORY PATIENT BEDS #1 & 2
18
2
17
ELECTRIC HEATER (EH-11)
RECEPTACLES - IVORY PATIENT BEDS #5 & 6
20
19
RECEPTACLES CORRIDORS & STAFF TOILETS
RECEPTACLES - IVORY PATIENT BEDS #9 & 10
22
21
RECEPTACLE (D) REFRIGERATOR STAFF LOUNGE
RECEPTACLES - IVORY PATIENT BEDS #13 & 14
24
23
RECEPTACLE (D) COFFEE MAKER STAFF LOUNGE
RECEPTACLES - IVORY PATIENT BEDS #17
26
25
RECEPTACLE (D) TECH REPAIR
WHITE RECEPTACLE PATIENT BEDS #5, 6, 7 & 8
28
27
RECEPTACLE (D) FREEZER
WHITE RECEPTACLE PATIENT BEDS #13, 14, 15 & 16
30
29
FIRE ALARM CONTROL PANEL (D)
RECEPTACLES TV'S PATIENT BEDS #1, 2, 3, & 4
32
31
INTERCOM POWER SUPPLY (D)
RECEPTACLES TV'S PATIENT BEDS #9, 10, 11, & 12
34
33
RECEPTACLE (D) WIRING CLOSET
RECEPTACLES TV'S PATIENT BEDS #17
36
35
RECEPTACLE (D) WIRING CLOSET
RECEPTACLE (D) UCR MED PREP 113
38
37
RECEPTACLES WIRING CLOSET
RECEPTACLES MED PREP 113 & PREP SINKS 115/116
40
39
1
B
C
BRK
POLES
BRK
AMPS
WIRE
SIZE
BRK
POLES
BRK
AMPS
WIRE
SIZE
1
20
#12
1
20
#12
1
20
#12
1
20 GFI
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1,500
BROWN RECEPTACLE (D) PATIENT BED #2
1,500
1,500
1,500
1,500
1,500
1,500
1,500
1,500
1,260
800
1,500
785
800
600
600
180
180
900
1,040
VFD BOOSTER PUMP (SEE ME-1)
1,040
RECEPTACLES NURSE STATION 117
42
41
RECEPTACLES LAB PREP 109 & PATIENT PREP 107
44
43
RECEPTACLES (SEE ME-1)
RECEPTACLE (D) CENTRIFUGE LAB PREP 119
46
45
RECEPTACLES (SEE ME-1)
RECEPTACLES SEPARATION ROOM 109
48
47
RECEPTACLES (SEE ME-1)
SPARE
50
49
RECEPTACLES (SEE ME-1)
SPARE
52
51
RECEPTACLE (D) TIME CLOCK CORRIDOR 122
SPARE
54
53
EXHAUST FANS (EF-1 & EF-2)
SPARE
56
55
EXHAUST FANS (EF-3 & EF-4)
SPARE
58
57
SPARE
SPARE
60
59
SPARE
SPARE
62
61
SPARE
SPARE
64
63
SPARE
SPARE
66
65
SPARE
SPACE
68
67
SPACE
SPACE
70
69
SPACE
SPACE
72
71
SPACE
900
360
400
500
400
200
200
-
SUB-TOTALS:
9,645
8,080
8,420
PHASE TOTAL:
21,648
17,503
17,333
VA PER PHASE
A
B
DESCRIPTION
C
1200
300
200
600
1560
1365
1200
900
900
1740
1000
785
1620
600
600
600
180
180
900
RECEPTACLES WAITING ROOM
2
RECEPTACLE WAITING ROOM WATER COOLER
4
RECEPTACLE VESTIBULE WATER FEATURE
6
DOOR MOTORS
8
RECEPTACLES RECEPTION & MED RECORDS
10
RECEPTACLE (D) RECEPTION COPIER
12
RECEPTACLES CONFERENCE ROOM
14
RECEPTACLES EXAM ROOM
16
RECEPTACLES MULTI-PURPOSE ROOM
18
RECEPTACLES STAFF LOUNGE & CLINIC MANAGER
20
RECEPTACLE (D) MICROWAVE STAFF LOUNGE
22
RECEPTACLE (D) TECH REPAIR
24
RECEPTACLES TECH REPAIR
26
SECURITY PANEL (D)
28
NURSE CALL POWER SUPPLY (D)
30
DOOR LATCH POWER SUPPLY (D)
32
RECEPTACLE (D) WIRING CLOSET
34
RECEPTACLE (D) WIRING CLOSET
36
RECEPTACLES WIRING CLOSET
38
3843
3
40
RO MACHINE (SEE ME-1)
3843
2
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
15
#12
1
20
#12
1
15
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
-
-
1
-
-
1
-
-
1
-
-
1
-
-
1
-
-
42
44
1040
46
1040
300
12,003
BRK
LOCK
40
3843
#8
CKT
NUM
9,423
DISTRIBUTION PUMP (SEE ME-1)
48
RECEPTACLES WATER HEATER & CIRC PUMP
50
SPARE
52
SPARE
54
SPARE
56
SPARE
58
SPARE
60
SPARE
62
SPARE
64
SPARE
66
SPACE
68
SPACE
70
SPACE
72
8,913
56,484
LOAD SUMMARY
CONTINUOUS
NOTE:
VA PER PHASE
6,000
NOTES:
VAC
MOUNTING/COVER: SURFACE
TOTAL:
KVA
208
AIC RATING: MATCH EXIST. SYSTEM COMPONENTS & UTILITY FAULT CURRENT
COPPER BUS
44,920
TOTAL:
120
KVA
NOTES:
CONTINUOUS
ASSIGNED LOADS:
25.5
MOTOR:
2.1
TOTAL:
25.5
TOTAL:
2.1
NON-CONTINUOUS
NON-CONTINUOUS
ASSIGNED LOADS:
3.0
ELECTRIC HEATING:
13.5
GENERAL RECEPTACLES:
10.0
ASSIGNED LOADS:
13.6
GENERAL RECEPTACLES (>10KVA@50%):
3.2
GENERAL RECEPTACLES:
10.0
TOTAL:
16.2
GENERAL RECEPTACLES (>10KVA@50%):
1.6
MOTOR:
14.0
TOTAL:
52.8
CONTINUOUS (KVA):
2.1
BREAKER LOCK TYPES
25% OF CONTINUOUS (KVA):
0.5
NON CONTINUOUS (KVA):
52.8
25% OF LARGEST MOTOR (KVA):
1.0
TOTAL (KVA):
56.3
FEEDER CURRENT (AMPS):
156.3
TYPE
DESCRIPTION
FEEDER CURRENT, 0.85 PF APPLIED (AMPS):
183.9
1
LOCKED IN THE ON POSITION
MINIMUM BREAKER SIZE (AMPS):
225
2
LOCKABLE IN THE OFF POSITION
ELECTRICAL LOAD CALCULATION FOR FEEDER
CONTINUOUS (KVA):
25.5
25% OF CONTINUOUS (KVA):
6.4
NON CONTINUOUS (KVA):
16.2
TOTAL (KVA):
48.1
FEEDER CURRENT (AMPS):
133.4
TYPE
DESCRIPTION
FEEDER CURRENT, 0.85 PF APPLIED (AMPS):
157.0
1
LOCKED IN THE ON POSITION
225
2
LOCKABLE IN THE OFF POSITION
MINIMUM BREAKER SIZE (AMPS):
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
MAIN SIZE/TYPE: MAIN LUGS ONLY
208
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
120
Architects and Engineers
VOLTAGE:
SQUARE D TYPE NQ
Christopher Kidd & Associates, LLC
BUS AMPS: 225
Proposed Dialysis Clinic for:
PANEL 'P'
1) CIRCUIT BREAKER FOR FIRE ALARM EQUIPMENT SHALL BE 'RED' IN COLOR AND LOCKABLE IN THE ON POSITION. THE
LOCATION OF THEIR CORRESPONDING CIRCUIT BREAKER AND PANEL SHALL BE PERMANENTLY AND SIGNIFICANTLY
IDENTIFIED AT THE FIRE ALARM CONTROL PANEL.
ELECTRICAL LOAD CALCULATION FOR FEEDER
BREAKER LOCK TYPES
MOTOR SCHEDULE
VA
MOP
VOLTAGE
PHASE
SOURCE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
RTU-1
RTU-2
RTU-3
EH-1
EH-2
EH-3
EH-4
EH-5
EH-6
EH-7
EH-8
EH-9
EH-10
EH-11
EF-1
EF-2
EF-3
EF-4
EXISTING ROOF TOP UNIT
EXISTING ROOF TOP UNIT
EXISTING ROOF TOP UNIT
EXISTING ELEC. HEATER
ELECTRIC HEATER
ELECTRIC HEATER
ELECTRIC HEATER
ELECTRIC HEATER
ELECTRIC HEATER
ELECTRIC HEATER
ELECTRIC HEATER
ELECTRIC HEATER
ELECTRIC HEATER
ELECTRIC HEATER
EXHAUST FAN
EXHAUST FAN
EXHAUST FAN
EXHAUST FAN
ROOF TOP
ROOF TOP
ROOF TOP
SPRINKLER RISER
VESTIBULE 100
PATIENT TOILET 118
SOILED UTILITY 139
JANITOR 140
MECH/STORAGE 136
STAFF TOILET 128
CORRIDOR 122
STAFF TOILET 127
PATIENT TOILET 103
PATIENT TOILET 102
SEE MECH PLANS
SEE MECH PLANS
SEE MECH PLANS
SEE MECH PLANS
12970
15131
8646.4
1,500
1,500
1,500
1,500
1,500
1,500
1,500
1,500
1,500
1,500
1,500
186
125
125
125
50
50
30
20
20
20
20
20
20
20
20
20
20
20
15
15
15
15
208
208
208
120
120
120
120
120
120
120
120
120
120
120
115
115
115
115
3
3
3
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
MDP
MDP
MDP
PANEL 'A'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
PANEL 'R'
ELECTRICAL HEATERS SHALL BE SOURCED DIRECTLY FROM PANEL 'R'. SEE MECHANICAL PLANS FOR MORE INFORMATION.
EC SHALL VERIFY PRIOR TO BID, GFCI SERVICE RECEPTACLE IS LOCATED NEAR ROOF TOP UNITS. SEE PANEL SCHEDULE FOR
CIRCUIT DESIGNATION (A-21).
DISCONNECT MEANS
TYPE
FURN BY
WIRED BY
CONTROL
WIRING BY
UNITS ARE EXISTING
4
4
4
4
4
4
4
4
4
4
3
3
3
3
EXISTING ELECTRIC HEATER
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
EC
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
RSG
Checked By:
BGG
Date Drafted:
DISCONNECT
TYPES
Project #:
1
FUSED DISCONNECT
2
UN-FUSED DISCONNECT
3
4
MOTOR RATED SWITCH
DIRECT
10/15/2013
13049-02
---
LOCATION
REVISION DESCRIPTION
DESCRIPTION
DATE
LABEL
#
NUMBER
ELECTRICAL PANELS & SCHEDULES
SCALE: NTS
E1.0
VOLTAGE:
120
MAIN SIZE/TYPE: MAIN LUGS ONLY
SQUARE D TYPE NQ
VOLTAGE/PHASE: 208/120VAC, 3 PHASE, 4 WIRE
QOB BREAKERS
AIC RATING: 22,000A
COPPER BUS
208
VAC
CKT
NUM
VA PER PHASE
DESCRIPTION
A
1
LIGHTING, FIRE SPRINKLER RM, PANEL, EXITS
3
RECEPTACLE, PANEL AREA
5
EXTERIOR LIGHTING CONTROL
MOUNTING/COVER: SURFACE
SQUARE D 'I-LINE' HCM SERIES, THERMAL-MAGNETIC BREAKERS, COPPER BUS
160
360
180
307
PARKING LOT LIGHTING
307
11
LIGHTING, CANOPY
13
LIGHTING, EXTERIOR EMERGENCY
15
BUILDING SIGNAGE
17
FREEZE PROTECTION
19
FREEZE PROTECTION
21
ROOF TOP RECEPTACLES
23
ELECTRIC WALL HEATER (EH-1)
25
SPACE
27
SPACE
29
SPACE
256
290
1,200
500
500
900
1,500
SUB-TOTALS:
1,257
2,767
2,436
PHASE TOTAL:
4,119
4,700
4,498
BRK
AMPS
WIRE
SIZE
BRK
POLES
BRK
AMPS
WIRE
SIZE
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
2
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
20
#12
1
-
-
1
20
#12
1
-
-
1
20 EPD
#12
1
-
-
1
20 EPD
#12
1
-
-
1
20
#12
1
-
-
1
20
#12
1
-
-
1
-
-
1
-
-
1
-
-
1
-
-
1
-
-
1
-
-
VA PER PHASE
A
B
C
1,518
1,146
1,232
1,344
787
830
2,862
1,933
DESCRIPTION
CKT
NUM
BRK
LOCK
TOTAL VA
PANEL
POLES
SIZE
MIN WIRE
SIZE
P
3
225
#4/0
15180.0
16160.0
13580.0
LOAD SUMMARY
KVA
9.2
ASSIGNED LOADS:
0.2
TOTAL:
10.4
PHASE C
LIGHTING OFFICES, LOUNGE, TOILETS, CORRIDOR
4
LIGHTING TREATMENT ROOM, TOILET, MED WASTE
6
R
3
225
#4/0
21648.0
17503.0
17333.0
LIGHTING TREATMENT ROOM
8
EXISTING A
3
100
#3
4118.8
4699.7
4498.0
LIGHTING TREATMENT ROOM, WATER TREATMENT
10
SPACE
3
-
-
LIGHTING MECH/ STORAGE
12
EXISTING RTU 1
3
50
#8
4,323.2
4,323.2
4,323.2
SPACE
14
EXISTING RTU 2
3
50
#8
5,043.7
5,043.7
5,043.7
SPACE
16
EXISTING RTU 3
3
30
#10
2,882.1
2,882.1
2,882.1
SPACE
18
SPACE
3
-
-
-
-
-
SPACE
20
SPACE
22
SPACE
3
-
-
-
-
-
SPACE
24
53,195.9
50,611.8
47,660.1
SPACE
26
SPACE
28
SPACE
30
PHASE TOTALS:
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
151,467.7
TOTAL:
CONTINUOUS
LIGHTING (KVA):
9.22
ASSIGNED LOADS (KVA):
25.68
TOTAL CONTINUOUS LOAD (KVA):
37.98
ASSIGNED LOADS (KVA):
16.60
GENERAL LOADS <= 10KVA (KVA):
10.00
MOTOR (KVA):
50.76
TOTAL NON-CONTINUOUS LOAD (KVA):
103.00
2,062
NON-CONTINUOUS
NOTES:
CONTINUOUS
LIGHTING:
PHASE B
2
13,317
TOTAL:
PHASE A
LIGHTING WAITING, RECEPTION, TOILETS, CONFERENCE
SERVICE SIZING
NON-CONTINUOUS
LIGHTING:
0.2
CONTINUOUS (KVA):
37.98
ELECTRIC HEATING:
1.5
25% of CONTINUOUS (KVA):
9.49
GENERAL RECEPTACLES:
1.3
NON-CONTINUOUS (KVA):
103.00
TOTAL:
2.9
25% OF LARGEST MOTOR (KVA):
3.78
CONTINUOUS (KVA):
10.4
25% OF CONTINUOUS (KVA):
2.6
NON CONTINUOUS (KVA):
2.9
TOTAL (KVA):
15.9
FEEDER CURRENT (AMPS):
44.2
TYPE
DESCRIPTION
FEEDER CURRENT, 0.85 PF APPLIED (AMPS):
52.0
1
LOCKED IN THE ON POSITION
100
2
LOCKABLE IN THE OFF POSITION
ELECTRICAL LOAD CALCULATION FOR FEEDER
TOTAL (KVA): 138.26
383.8
SERVICE CURRENT, 0.85 PF APPLIED (AMPS):
451.5
MINIMUM SERVICE SIZE (AMPS):
600
Copyright 2013
Drafted By:
EGP
Checked By:
BGG
Date Drafted:
13049-02
---
Project #:
10/15/2013
REVISION DESCRIPTION
MINIMUM BREAKER SIZE (AMPS):
BREAKER LOCK TYPES
SERVICE CURRENT (AMPS):
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
DATE
9
C
BRK
POLES
#
7
B
NOTES:
VOLTAGE/PHASE: 208/120VAC 3 PHASE, 4 WIRE
AIC RATING: 22,000A MIN OR AS REQUIRED BY UTILITY RATING.
MOUNTING/COVER: SURFACE
BRK
LOCK
208
BUS AMPS: 600 AMPS
MAIN SIZE/TYPE: MAIN LUG ONLY
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
BUS AMPS: 100
Architects and Engineers
Christopher Kidd & Associates, LLC
EXISTING PANEL BOARD "MDP"
Proposed Dialysis Clinic for:
PANEL 'EXISTING A'
ELECTRICAL RISER & MAIN DISTRIBUTION PANEL
SCALE: NTS
E1.1
EXIST EXIT
PATIENT
TOILET
102
EXIST EXIT
SEPARATION
ROOM
109
Christopher Kidd & Associates, LLC
TREATMENT
ROOM
108
WAITING
ROOM
101
PREP
SINK
111
PATIENT
PREP
107
CONFERENCE
ROOM
123
PREP
SINK
115
NURSE
STATION
110
MED
PREP
113
NURSE
STATION
117
WHEELCHAIR
STORAGE
114
COATS
104
PREP
SINK
116
PREP
SINK
112
RECEPTION
105
MEDICAL
RECORDS
106
CORRIDOR
122
LAB
PREP
119
DOCTOR/
EXAM
124
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
PATIENT
TOILET
103
Architects and Engineers
VESTIBULE
100
CORRIDOR
121
MULTI-PURPOSE
OFFICE
125
CLEAN
SUPPLIES
139
CLINIC
MANAGER
120
WIRING
CLOSET
136
PSDS/
GRANUFLO
138
WATER
TREATMENT
137
SOILED
UTILITY
140
JANITOR
CLOSET
141
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
STAFF
LOUNGE
130
Proposed Dialysis Clinic for:
PATIENT
TOILET
118
WATER
HEATER
135
STAFF
SHOWER
129
TECH
REPAIR
131
STAFF
LOCKERS
126
MECHANICAL/
STORAGE
134
MED
WASTE
142
ELECTRICAL
ALCOVE
133
STAFF
TOILET
128
SPRINKLER
RISER
132
EXIST EXIT
EXIST EXIT
E
LAMPS
Catalog Number
Description
Manufacturer/Model Number
F32T8/SP35
RECESSED DIRECT/INDIRECT 2' X 4'
LITHONIA 2VT8-2/32-ADP-MVOLT-GEB10PS-LP835
2
F32T8/SP35
RECESSED DIRECT/INDIRECT 2' X 4'/EMERGENCY BALLAST
LITHONIA 2VT8-2/32-ADP-MVOLT-GEB10PS-LP835-EL14
FMC
2
F17T8/SP35
RECESSED DIRECT/INDIRECT 2' X 2'
LITHONIA 2VT8-2/17-ADP-MVOLT-GEB10PS-LP835
L1AE
FMC
2
F17T8/SP35
RECESSED DIRECT/INDIRECT 2' X 2'
LITHONIA 2VT8-2/17-ADP-MVOLT-GEB10PS-LP835-EL14
L2
FMC
3
F32T8/SP35
RECESSED DIRECT/INDIRECT 2' X 4'
LITHONIA 2VT8-3/32-ADP-MVOLT-1/3-GEB10PS-LP835
L2E
FMC
3
F32T8/SP35
RECESSED DIRECT/INDIRECT 2' X 4'/EMERGENCY BALLAST
LITHONIA 2VT8-3/32-ADP-MVOLT-1/3-GEB10PS-LP835-EL14
TYPE
CLIENT
L1
FMC
2
L1E
FMC
L1A
Quanity
L3
FMC
3
F32T8/SP35
RECESSED DIRECT/INDIRECT 2' X 4'/WITH 2 BALLASTS
L3E
FMC
3
F32T8/SP35
RECESSED DIRECT/INDIRECT 2' X 4'/TWO BALLASTS & EMERGENCY
E
L4A
FMC
2
F32T8/SP35
RECESSED TWO LAMP LENSED 2' X 4' TROFFER
LITHONIA 2GT8-2/32-A12125-MVOLT-GEB10IS
L4AE
FMC
2
F32T8/SP35
RECESSED TWO LAMP LENSED 2' X 4' TROFFER
LITHONIA 2GT8-2/32-A12125-MVOLT-GEB10IS-EL14
L5
FMC
1
F18TRT
NURSE STATION PENDANT (6'-6" TO BOTTOM OF FIXTURE)
TECH LIGHTING 700-ECP-L-C-S-CF
L5A
FMC
3
60W
CONFERENCE ROOM PENDANT (6'-0" TO BOTTOM OF FIXTURE)
NOVA KIMURA 26" WIDE PENDANT
L5B
FMC
1
F18TRT
WAITING ROOM PENDANT (7'-2" TO BOTTOM OF FIXTURE)
TECH LIGHTING 700-ECP-L-C-S-CF
L6
FMC
1
LED
RECESSED 6" DOWNLIGHT
L6E
FMC
1
LED
RECESSED 6" DOWNLIGHT W/EMERGENCY BALLAST
REALITY
REAL6C-D6MW-ESL-1000L-35K-.65SC-120-LP6LN-PFMW-ELR
L7
FMC
2
F32T8/SP35
SURFACE MOUNTED WRAPAROUND
LITHONIA LB-232-MVOLT-GEB10IS
L7E
FMC
2
F32T8/SP35
SURFACE MOUNTED WRAPAROUND
LITHONIA LB-232-MVOLT-GEB10IS-EL
L8
FMC
2
F32T8/SP35
SUSPENDED INDUSTRIAL (9'-0" AFF)
LITHONIA DMW-232-MVOLT-GEB10IS
L8E
FMC
2
F32T8/SP35
LITHONIA DMW-232-MVOLT-GEB10IS-EL14DW
L9
FMC
1
F17T8/SP35
SUSPENDED INDUSTRIAL/EMERGENCY BALLAST (9'-0" AFF)
2 ' UNDER CABINET
E
LIGHTING FIXTURE SCHEDULE NOTES:
·
L10E
FMC
2
2F17T8/SP35
WALL MOUNT BATHROOM FIXTURE/EMERGENCY BALLAST
L11
FMC
1
F18TRT
WALL SCONCE AT 6'-6" AFF TO CENTER
3-FORM LIGHTART-FRES-ECO-STANDARD VARA ECORESIN LINEN
WHITE & SAND
L12
FMC
-
-
EXIT SIGN BATTERY BACKUP
LITHONIA LQM-S-W-3-G/R-120/277-EL-N-SD
EC TO VERIFY VOLTAGE, BALLAST TYPE (ELECTRONIC),
MOUNTING HEIGHT, AND MOUNTING ACCESSORIES BEFORE
ORDERING FIXTURES (NO SUBSTITUTIONS ALLOWED).
·
EXIT SIGNS TO BE PROVIDED WITH BATTERY AS INDICATED IN
CATALOG NUMBER.
·
FIXTURES WITH 'EL14', 'EL6' OR 'ELRHL2LP' IN CATALOG NUMBER,
REQUIRE EMERGENCY BATTERY PACK CAPABLE OF POWERING
2 LAMPS. FIXTURES WITH 'EL' IN CATALOG NUMBER REQUIRE
BATTERY PACK CAPABLE OF POWERING 1 LAMP.
·
WHEN DIMMING FIXTURE TYPES L6 AND L6E, (2) ADDITIONAL
LOW VOLTAGE WIRES SHALL BE PULLED.
·
TREATMENT ROOM 2X4 FIXTURES (L3 & L3E) ARE TO BE
PROVIDED WITH TWO BALLASTS FOR SWITCHING 'INWARD'
(GROUP 'A' & 'C') OR 'OUTWARD' (GROUP 'B' & 'D') LAMPS
(ASSIGNED TO CIRCUIT GROUP ' A' AND 'C' (SINGLE LAMP) OR 'B'
AND 'D' (TWO LAMP), RESPECTIVELY).
REALITY REAL6C D6MW-ESL-1000L-35K-.65SC-120-LP6LN-PFMW
LITHONIA 2UC-17-MVOLT-GEB10IS
LITHONIA W-217-A12U-MVOLT-AE-BF-GEB10IS-EL6
RECESSED DOWN LIGHT, SEE FIXTURE SCHEDULE
FLUORESCENT LIGHT FIXTURE WITH NIGHT
LIGHT, SEE FIXTURE SCHEDULE
RECESSED DOWN LIGHT WITH NIGHT LIGHT, SEE
FIXTURE SCHEDULE
FLUORESCENT LIGHT FIXTURE, WITH BATTERY BACKUP
SEE FIXTURE SCHEDULE (FIXTURE ID PRECEDED WITH 'E')
RECESSED DOWN LIGHT WITH BATTERY BACKUP, SEE
FIXTURE SCHEDULE
FLUORESCENT NIGHT LIGHT FIXTURE WITH
BATTERY BACKUP, SEE FIXTURE SCHEDULE
(FIXTURE ID PRECEDED WITH 'E')
RECESSED DOWN LIGHT WITH NIGHT LIGHT AND
BATTERY BACKUP, SEE FIXTURE SCHEDULE
WALL MOUNTED FLUORESCENT LIGHT
LITHONIA 2VT8-3/32-ADP-MVOLT-1/3-GEB10PS-LP835
LITHONIA 2VT8-3/32-ADP-MVOLT-1/3-GEB10PS-LP835-EL14
FLUORESCENT LIGHT FIXTURE, SEE FIXTURE SCHEDULE
·
EC TO VERIFY WITH LOCAL FIRE MARSHAL PRIOR TO
SUBMISSION OF LIGHTING SUBMITTALS THE REQUIRED COLOR
OF EXIT SIGN ILLUMINATION AND FIELD COLOR (E.G. RED OR
GREEN), AND SUBMIT ACCORDINGLY. EXISTING EXIT LIGHTS
SHALL BE REWORKED TO COMMON AREA CIRCUIT.
E
WALL MOUNTED FLUORESCENT LIGHT WITH
BATTERY BACKUP (FIXTURE ID PRECEDED WITH 'E')
EC
EM
GC
MC
NL
UL
AFF
BWE
FBO
IBC
ELECTRICAL CONTRACTOR
EMERGENCY
GENERAL CONTRACTOR
MECHANICAL CONTRACTOR
NIGHT LIGHT
UNDERWRITERS LABORATORY
ABOVE FINISHED FLOOR
BAKED WHITE ENAMEL
FURNISHED BY OWNER
IN BUILDING CONTRACT
EXTERIOR WALL MOUNTED 2 BULB
EMERGENCY EGRESS LIGHT, SEE FIXTURE
SCHEDULE
SUSPENDED 1X4 FLUORESCENT LIGHT WITH
BATTERY BACKUP (FIXTURE ID PRECEDED WITH 'E')
Drafted By:
MAR
Checked By:
RSG
Project #:
EXIT
E
CEILING MOUNTED 1X4 FLUORESCENT LIGHT, SEE
FIXTURE SCHEDULE
E
Copyright 2013
Date Drafted:
SUSPENDED 1X4 FLUORESCENT LIGHT
E
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
10/15/2013
13049-02
EXIT SIGN WITH EMERGENCY EGRESS LIGHT,
SEE FIXTURE SCHEDULE
---
LIGHTING FIXTURE SCHEDULE
ABBREVIATIONS
LIGHTING SYMBOLS
SINGLE FACE EXIT SIGN, UNIVERSAL MOUNTING.
SHADED SURFACE INDICATES FACE
CEILING MOUNTED 1X4 FLUORESCENT LIGHT WITH
BATTERY BACKUP, SEE FIXTURE SCHEDULE (FIXTURE ID
PRECEDED WITH 'E')
REVISION DESCRIPTION
LIGHT FIXTURE PROVIDED WITH SHOWER
ENCLOSURE. FIXTURE SHALL BE
COORDINATED WITH PLUMBING CONTRACTOR
AND INSTALLED BY EC. FIXTURE TO BE FED
FROM CIRCUIT A-4 AND SWITCHED AS SHOWN.
CONTRACTORS PLEASE NOTE :
EXISTING PROJECT CONDITIONS, AS THEY APPEAR ON THESE
DRAWINGS, SUCH AS ARCHITECTURAL AND STRUCTURAL BUILDING
COMPONENTS, MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING,
DUCTWORK, ROUGH-INS AND OTHER MISCELLANEOUS CONSTRUCTION,
HAVE BEEN GATHERED AND TRANSFERRED FROM PREVIOUS
CONSTRUCTION DRAWINGS. WHILE SUCH INFORMATION HAS BEEN
COLLECTED AND INTERPRETED WITH REASONABLE CARE, THE
ARCHITECT AND ENGINEER DO NOT ASSUME ANY EXPRESSED OR
IMPLIED GUARANTEE THAT CONDITIONS SO INDICATED ARE ENTIRELY
COMPLETE, CORRECT AND REPRESENTATIVE OF THOSE ACTUALLY
EXISTING. ALL CONTRACTORS SHALL PROVE TO THEMSELVES AS TO ALL
EXISTING CONDITIONS PRIOR TO BIDDING, AND VERIFY ALL DIMENSIONS
AT THE SITE.
S
DS
ELECTRICAL LIGHTING PLAN
SCALE: 1/4" = 1'-0"
DATE
EXTERIOR EMERGENCY
EGRESS LIGHTING IS EXISTING
AND SHALL REMAIN (TYPICAL
OF 4 LOCATIONS).
#
STAFF
TOILET
127
E2.0
P1
P3.0
5
14
8
PATIENT
TOILET
102
1
5
6
7
8
A7.2
PREP
SINK
111
TREATMENT
ROOM
108
13
UCR
WAITING
ROOM
101
MED
PREP
113
P1
2
A7.2
P3.0
P1
P3.0
COATS
104
9
P1
CRASH
CART
NURSE
STATION
110
P3.0
10
WHEELCHAIR
STORAGE
114
PATIENT
PREP
107
RECEPTION
105
PREP
SINK
115
NURSE
STATION
117
P1
P1
P3.0
P3.0
COPIER
CONFERENCE
ROOM
123
P1
15
P3.0
DVD
PLAYER
P3.0
SEE PLAN
NOTE 1
A7.1
CENT
UCR
11
LAB
PREP
119
2
16
17
CORRIDOR
122
P1
PREP
SINK
116
HOYER
LIFT
1
8
MEDICAL
RECORDS
106
P1
PREP
SINK
112
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
4
Architects and Engineers
PATIENT
TOILET
103
3
Christopher Kidd & Associates, LLC
2
SEPARATION
ROOM
109
VESTIBULE
100
16
6
15
14
13
12
P3.0
PATIENT
TOILET
118
3
17
WIRING
CLOSET
136
CLEAN
SUPPLIES
139
18
STAFF
LOUNGE
130
WATER
TREATMENT
137
PSDS/
GRANUFLO
138
7
CLINIC
MANAGER
120
MULTI-PURPOSE
OFFICE
125
SOILED
UTILITY
140
3
A2.2
8
STAFF
LOCKERS
126
JANITOR
CLOSET
141
WATER
HEATER
135
FACP
TECH
REPAIR
131
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
CORRIDOR
121
Proposed Dialysis Clinic for:
DOCTOR/
EXAM
124
STAFF
SHOWER
129
MECHANICAL/
STORAGE
134
MED
WASTE
142
4
9
POWER PLAN SYMBOLS
18" AFF MOUNTING HEIGHT, UNLESS OTHERWISE NOTED, TO CENTER
OF J-BOX (NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED)
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
GENERAL GFI RECEPTACLE (IVORY)
* INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE.
SPECIAL EQUIPMENT CONNECTION
PATIENT CARE RECEPTACLE (DEDICATED-BROWN-HOSPITAL GRADE GFI).
* INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE.
GENERAL HOSPITAL GRADE RECEPTACLE (IVORY-GFI) AS
APPLIED IN PATIENT CARE AREAS.
* INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE.
Copyright 2013
TV
GENERAL HOSPITAL GRADE RECEPTACLE AT PATIENT STATIONS
ONLY-SEE ELEVATIONS ON SHEET E4.1 (WHITE-GFI RECEPTACLES
MOUNTED AT 18" AFF AND 28" AFF).
* INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE.
Drafted By:
RSG
Checked By:
BGG
Date Drafted:
DUPLEX GROUNDED RECEPTACLE (IVORY UNLESS NOTED)
* INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE
Project #:
10/15/2013
13049-02
HOSPITAL GRADE DUPLEX GROUNDED RECEPTACLE (IVORY UNLESS NOTED)
* INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE
---
11
ELECTRICAL
ALCOVE
133
SINGLE PLUG GFI RECEPTACLE NEMA 5-20
(PROVIDE HOSPITAL GRADE IN PATIENT CARE AREAS AND TECH REPAIR)
* INDICATES MOUNTING HEIGHT TO CENTER OF RECEPTACLE
REVISION DESCRIPTION
12
SPRINKLER
RISER
132
ABBREVIATIONS
EC
EH
EM
GC
MC
UL
AFF
EWH
FBO
IBC
ELECTRICAL CONTRACTOR
ELECTRIC HEATER
EMERGENCY
GENERAL CONTRACTOR
MECHANICAL CONTRACTOR
UNDERWRITERS LABORATORY
ABOVE FINISHED FLOOR
ELECTRIC WATER HEATER
FURNISHED BY OWNER
IN BUILDING CONTRACT
DATE
10
STAFF
TOILET
128
#
STAFF
TOILET
127
ELECTRICAL POWER PLAN
SCALE: 1/4" = 1'-0"
E2.1
CONTROL MODULE WITHIN DOOR FRAME
(SEE ARCHITECTURAL DOOR SCHEDULES
FOR MORE INFORMATION).
1a
COURTESY
PHONE
E4.1
NC
PATIENT
TOILET
102
E3
VALVE
VALVE
VALVE
E4.0
E5
2
3
E4.0
E2
TREATMENT
ROOM
108
4
5
6
7
Christopher Kidd & Associates, LLC
E4.0
E4.0
PATIENT
TOILET
103
WAITING
ROOM
101
NC
2
CONTROL MODULE
WITHIN DOOR FRAME
(SEE ARCHITECTURAL
DOOR SCHEDULES FOR
MORE INFORMATION).
VGA
E5
E4.0
8
E4
A7.2
E4.0
E1
E6
E4.0
SEE PLAN
NOTE 12
E5
SECURE/UNSECURE
ROCKER SWITCH FOR
TREATMENT ROOM DOOR
9
E4.0
E1
E4.0
E4.0
R
PREP
SINK
111
24"
PREP
SINK
115
24"
SEE PLAN
NOTE 5
A7.2
24"
24"
NURSE
STATION
110
E1
E4.0
CONTROL MODULE FOR
INTERIOR VESTIBULE DOOR
(SEE DETAIL E2 ON SHEET E4.0).
COATS
104
E5
RECEPTION
105
10
NURSE
STATION
117
WHEELCHAIR
STORAGE
114
24"
24"
24"
E4.0
CONFERENCE
ROOM
123
PATIENT
PREP
107
MED
PREP
113
COPIER
E4.0
24"
PREP
SINK
116
PREP
SINK
112
E4
SEE WIRELESS
INTERNET
NOTES
WALL
PHONE
SEE PLAN
NOTE 11
MEDICAL
RECORDS
106
11
SEE WIRELESS
INTERNET
NOTES
E4
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
SEPARATION
ROOM
109
A7.2
E4
8
E4.1
1
Architects and Engineers
7
1
NC
VESTIBULE
100
LAB
PREP
119
E4.0
CORRIDOR
122
17
16
15
14
13
12
E4
PATIENT
TOILET
118
NC
STAFF
LOUNGE
130
SEE WIRELESS
INTERNET
NOTES
WIRING
CLOSET
136
SEE PLAN NOTES
ON SHEET E2.1
FOR MORE
INFORMATION
CLEAN
SUPPLIES
139
CLINIC
MANAGER
120
WATER
TREATMENT
137
MULTI-PURPOSE
OFFICE
125
PSDS/
GRANUFLO
138
BPW
SMOKE DETECTOR SHALL
BE MOUNTED WITHIN
ROOF HATCH SPACE.
TIME
CLOCK
3
A2.2
SEE PLAN
NOTE 9
WALL
PHONE
JANITOR
CLOSET
141
FACP
SEE PLAN
NOTE 4
WATER
HEATER
135
TECH
REPAIR
131
STAFF
SHOWER
129
48"
MED
WASTE
142
ELECTRICAL
ALCOVE
133
STAFF
TOILET
128
SPRINKLER
RISER
132
E5
E4.0
ABBREVIATIONS
EC
GC
IMC
NC
UL
AFF
FBO
IBC
FACP
ELECTRICAL CONTRACTOR
GENERAL CONTRACTOR
MECHANICAL CONTRACTOR
NURSE CALL
UNDERWRITERS LABORATORY
ABOVE FINISHED FLOOR
FURNISHED BY OWNER
IN BUILDING CONTRACT
FIRE ALARM CONTROL PANEL
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
RSG
Checked By:
BGG
Date Drafted:
13049-02
REVISION DESCRIPTION
---
Project #:
10/15/2013
PATIENT STATION NETWORK JACK. SEE THIS
SHEET FOR LOCATION OF NETWORK JACKS. FOR
MODEL NUMBERS AND FURTHER INFORMATION,
REFER TO SHEET E4.1.
TELEPHONE JACK - TO CONSIST OF A SINGLE GANG
BOX, A COVERPLATE AND 3 4" CONDUIT STUBBED TO
ABOVE ACCESSIBLE CEILING
TELEPHONE/DATA JACK - TO CONSIST OF A SINGLE
GANG BOX, A COVERPLATE AND 3 4" CONDUIT STUBBED
TO ABOVE ACCESSIBLE CEILING
DATE
STAFF
TOILET
127
MECHANICAL/
STORAGE
134
FAX MACHINE JACK - TO CONSIST OF A SINGLE GANG
BOX, A COVERPLATE AND 3 4" CONDUIT STUBBED TO
ABOVE ACCESSIBLE CEILING
#
STAFF
LOCKERS
126
SOILED
UTILITY
140
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
DOCTOR/
EXAM
124
VALVE
NC
SEE WIRELESS
INTERNET
NOTES
Proposed Dialysis Clinic for:
E4.0
CORRIDOR
121
AUDIO JACK - TO CONSIST OF SINGLE GANG
BOX FOR SOFFIT TV & PATIENT STATION
ELECTRICAL COMMUNICATION PLAN
SCALE: 1/4" = 1'-0"
E2.2
COMPONENT IDENTIFICATION
120VAC INPUT
TOGGLE SWITCH AT NURSE STATION. (BY EC.)
1
3 POSITION
SWITCH
INPUT
GREEN
TOGGLE SWITCH
1
PUSH PAD
WAITING ROOM SIDE
Rectifier
3
6
VIOLET
GRAY
WHITE
WHITE
P10
GRAY
YELLOW
P6
3
PUSH PADS BY "LCN" WITH 4" SQUARE 'PUSH TO OPEN' LOGO. PUSH PADS SUPPLIED BY THE DOOR
CONTRACTOR.
5
ELECTRIC STRIKE (24VDC) (SEE ARCHITECTURAL DOOR HARDWARE SCHEDULE).
6
LCN SENIOR SWING OPERATOR
7
A SINGLE PAIR OF 'NORMALLY OPEN' DRY 'OUTPUT' CONTACTS FROM THE 'LOCAL' FIRE ALARM
CONTROL PANEL OF THE IMMEDIATE TENANT SPACE. THE CONTACTS WILL CLOSE IN AN ALARM
CONDITION.
EXTERIOR SLIDING DOOR CONTROL
TERMINAL (WITH BATTERY BACKUP)
PUSH PAD
TREATMENT ROOM SIDE
DOOR RELEASE IN
RECEPTIONIST AREA
BLACK
DOOR RELEASE
AT NURSE STATION
2
ELECTRIC
DOOR
STRIKE
5
2
"FAIL SAFE"
_
CONTROL
MODULE AT
RECEPTION
OP ENP ROG E XIT
_
+
DOOR ACTIVATION
SENSOR - EXTERIOR
SIDE OF VESTIBULE
DOOR
A UTO
CONTROL MODULE
AT OUTER
VESTIBULE DOOR
FRAME
+
OFF
LOW VOLTAGE WIRE
INSTALLED
BY ELECTRICAL CONTRACTOR
CONTROL MODULE AT
INNER VESTIBULE
DOOR FRAME
OP ENP ROG E XIT
_
OFF
LINE VOLTAGE WIRE
INSTALLED
BY ELECTRICAL CONTRACTOR
4
LCN SENIOR SWING OPERATOR ALLOWS FOR POWER ASSISTED ENTRY OR EXIT.
+
OP EN P ROG E XIT
4
+
A UTO
CONTROL MODULE/DOOR RELEASE
TO ELECTRIC DOOR STRIKE BY
MANUF.
A UTO
OFF
THIS DOOR RELEASE IN THE RECEPTION AREA, ALLOWS FOR THE RECEPTIONIST TO OPEN
THE DOOR TO THE TREATMENT ROOM DIRECTLY FOR THE PATIENT AWAITING ENTRY
FROM THE WAITING ROOM INTO THE TREATMENT ROOM.
6
A UTO
_
OFF
_
OFF
OP ENP ROG E XIT
3
THE ELECTRIC STRIKE ALLOWS FOR OPERATION OF LCN SENIOR SWING OPERATOR, OR
TO KEEP THE DOOR UNLOCKED DURING THE EVENT OF A FIRE (FAIL SAFE).
+
OP EN P ROG E XIT
THIS DOOR RELEASE LOCATED ABOVE THE COUNTER AT THE NURSE STATION, ALLOWS
FOR THE NURSE TO OPEN THE DOOR DIRECTLY FOR THE PATIENT AWAITING ENTRY FROM
THE WAITING ROOM INTO THE TREATMENT ROOM
5
A UTO
OFF
_
3
GRAY
YELLOW
120V AC
INPUT
OP EN P ROG E XIT
THE TOGGLE SWITCH ALLOWS FOR THE ENABLING OR DISABLING OF THE WAITING ROOM SIDE PUSH
PAD FOR THE DOOR OPERATOR.
PUSH PAD USED TO OPEN POWER OPERATED DOOR (ONE LOCATED ON WAITING ROOM SIDE
OF DOOR, AND ONE LOCATED ON TREATMENT ROOM SIDE OF DOOR).
7
E1
GRAY
YELLOW
120V AC
INPUT
COMPONENT FUNCTION & OPERATION
1
CONTROL
MODULE AT
NURSE STATION
INTERIOR SLIDING DOOR CONTROL
TERMINAL (WITH BATTERY BACKUP)
WIRING DIAGRAM TREATMENT DOOR
CONTROL MODULE/DOOR RELEASE
TO ELECTRIC DOOR STRIKE BY
MANUF.
LINE VOLTAGE WIRE
INSTALLED
BY ELECTRICAL CONTRACTOR
WIRING DIAGRAM VESTIBULE DOOR
E2
+
LOW VOLTAGE WIRE
INSTALLED
BY ELECTRICAL CONTRACTOR
DOOR ACTIVATION
SENSOR - WAITING ROOM
SIDE VESTIBULE OF
DOOR
WHEN THE LOCAL FIRE ALARM CONTROL PANEL GOES INTO 'ALARM CONDITION', THESE
CONTACTS WILL CLOSE CAUSING THE FOLLOWING: THE POWER OPERATED DOOR WILL
BECOME 'INOPERATIONAL' (PLACED IN THE OFF MODE) AND THE ELECTRIC STRIKE WILL
TURN OFF AND WILL BE IN THE 'FAIL SAFE' MODE, UNLOCKING THE DOOR.
A UTO
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
7
RED
(NORMALLY OPEN
DRY CONTACTS)
FROM LOCAL FIRE ALARM PANEL
MOMENTARY DOOR RELEASE (SECURITRON, PUSH BUTTON, PB2EH,2 ” SQ. MOMENTARY, SPDT BLUE
BUTTON) LOCATED AT RECEPTIONIST AREA, AND AT NURSE STATION NEXT TO THE INTERCOM. DOOR
RELEASE BUTTONS SUPPLIED BY EC.
4
Architects and Engineers
BLACK
2
Christopher Kidd & Associates, LLC
LCN
SENIOR SWING
OPERATOR
WIRING DIAGRAM MAIN BUILDING ENTRANCE DOOR
E3
EP-01
EP-02
PULL STATION
CORNELL SERIES 4000 MODEL #
E-114-3 WITH PULL FOR HELP NYLON
CORD TYPICAL FOR PATIENT AND
TOILET ROOMS.
NURSE CALL STATION 110
CORNELL SERIES 4000
ANNUNCIATOR MODEL A-4006 WITH
VISUAL LED. INDICATORS AND
PULSATING ELECTRONIC TONE.
AIPHONE #LE-B
SEMI FLUSH MOUNT
WAITING
ROOM 101
VESTIBULE
100
AIPHONE #LE-B
SEMI FLUSH MOUNT
THREE CONDUCTOR
SHIELDED 18 GA. WIRE
BELDEN MODEL #8770
TRANSFORMER AIPHONE
#PS-1225UL (SEE DRAWING
E2.1 POWER PLAN FOR
EXACT LOCATION).
481"
1"
120V, 1 PHASE
EXAM
ROOM
124
NURSE CALL WIRING SCHEMATIC
AIPHONE #LEF-5
SURFACE MOUNT AT
NURSES' STATION
DESK 5-CALL
781"
781"
AIPHONE #LEF-5
SURFACE MOUNT IN
RECEPTION ROOM 5-CALL
NINE CONDUCTOR
SHIELDED 18 GA. WIRE
AIPHONE MODEL #82221250C
E5
RECEPTION 105
INTERCOM WIRING SCHEMATIC
E6
EG-07
RO & SDS STATUS MONITORS
SEE ARCHITECTURAL ELEVATIONS FOR EXACT MOUNTING HEIGHT/LOCATION
EG-03
NOTES:
1.
EC SHALL REFER TO ME-1 DRAWINGS FOR RO AND SDS MONITOR WIRING AND
JBOX REQUIREMENTS. FINAL LOCATION OF MONITORS IN DIALYSIS ROOM SHALL
BE VERIFIED WITH FMC PROJECT MANAGER PRIOR TO INSTALLATION.
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
RSG
Checked By:
BGG
Date Drafted:
Project #:
10/15/2013
13049-02
---
PATIENT
TOILET
118
REVISION DESCRIPTION
E4
EG-01
SEPARATION
ROOM
109
DATE
PATIENT
TOILET
103
SEE NOTE #1
TWO CONDUCTOR 18 GA.
WIRE AIPHONE MODEL #821802
#
PATIENT
TOILET
102
NURSE CALL POWER
SUPPLY CORNELL
ELEC. SERIES 5000
MODEL # P-512243A
WITH TRANSFORMER.
8 1/4"
SEE NOTE #1
DOME LIGHT
CORNELL SERIES 4000
MODEL # L-101 WHITE
NURSE
STATION 110
120V
AIPHONE #LE-DA
FLUSH MOUNT
(STAINLESS STEEL)
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
DELIVERY DOOR
Proposed Dialysis Clinic for:
EP-03
ELECTRICAL DETAILS
SCALE: NTS
E4.0
WALL HUNG DIALYSIS COUNTER BY
MILLWORK VENDOR INSTALLED BY
CONTRACTOR
PATIENT STATION #
MOUNT ALL BUNDLED COAX CABLES AND
CAT 5E WIRES TO INSIDE OF DIALYSIS
COUNTER CUT OUT.
RECESSED DATA JUNCTION BOX, (1) PER STATION
WITH (2) CAT5e DATA JACKS - (1) BLUE JACK FOR
CLINICAL APPLICATIONS AND (1) WHITE JACK FOR
AUXILIARY APPLICATIONS PER PATIENT STATION.
SEE NETWORK OUTLET DETAIL 1 ON THIS SHEET.
FMC/CS
BLUE
CHAIRSIDE CAT
5E JACK
120V ELECTRICAL JUNCTION BOX.
CONDUIT TO NEXT BOX.
JUNCTION BOX AND AUDIO CABLE
BY E.C. - TERMINATIONS BY
OWNER'S VENDOR
AUX
RECESSED COUNTER ELEC. RECEPT. TYP (3)
PLACES PER PATIENT STATION (SEE DETAIL 2
ON THIS SHEET & SHEET E2.1).
WHITE AUX.
CAT 5E JACK
1. 20A DEDICATED HOSP. GRADE GFCI
(BROWN)
2. 20A SHARED HOSP. GRADE (IVORY) MAX.
TWO RECEPTACLES PER SHARED CIRCUIT.
3. 20A SHARED GENERAL PURPOSE
(WHITE) FOUR RECEPTACLES PER SHARED
CIRCUIT
LIQUID TIGHT METAL
CONDUIT WITH FITTING PER
NEC 517.13 TO ELEC.
JUNCTION BOX.
N48W16550 Lisbon Road
Menomonee Falls, Wisconsin 53051
Phone 262.901.0505 / Facsimile 262.901.0510
Email: [email protected]
Website: www.ckiddarchitects.com
COUNTER END
WALL BEYOND
Architects and Engineers
Christopher Kidd & Associates, LLC
ELECTRICAL POWER CONDUIT BY E.C.
TO PANEL BOARD PER NEC 517.13
NOTES:
1.
FACE PLATE SHALL BE HUBBELL MODEL IFP12W OR
APPROVED EQUAL.
CAT 5E JACK SHALL BE HUBBELL MODEL
HXJ5EB/HXJ5EW OR APPROVED EQUAL.
LABELING SYSTEM SHALL BE ACCORDING TO PATIENT
STATION (PS) NUMBERS.
2.
3.
NOTE:
COAT ALL ELECTRICAL METALLIC SURFACES WITHIN CASEWORK
WITH TWO COATS OF BENJAMIN MOORE DTM (DIRECT-TO-METAL)
ACRYLIC SEMI GLOSS (M29). PER SPECIFICATION SECTION 09900-15
PAINTING
NETWORK JACK CONFIGURATION FOR PATIENT STATIONS
1
3b
DIALYSIS COUNTER WIRING DETAIL
PATIENT STATION #
EMPTY
SLOT
44U
48 PORT COAX PATCH PANEL
PATIENT STATION: NOT USED
44U
FMC/CS-A
HORIZONTAL WIRE
MANAGEMENT.
BLUE
CHAIRSIDE CAT
5E JACK
41U
48 PORT CAT 5E PATCH PANEL
PATIENT STATION: NOT USED (GREEN)
48 PORT CAT 5E PATCH PANEL
PATIENT STATION: NOT USED (GREEN)
39U
37U
AUX
HORIZONTAL WIRE MANAGEMENT
HORIZONTAL WIRE MANAGEMENT
35U
WHITE AUX.
CAT 5E JACK
33U
35U
33U
HORIZONTAL WIRE MANAGEMENT.
FMC Location #8830-1
1212 9th Street
Greeley, Colorado 80631
ET-2
Proposed Dialysis Clinic for:
ET-11
CISCO ROUTER-(N.I.C.)
HORIZONTAL WIRE MANAGEMENT
48 PORT CAT 5E PATCH
PANEL STAFF OFFICES:
DATA (GRAY)
30U
30U
SHELF
28U
D-LINK 3226L SWITCH. (N.I.C.)
26U
EMPTY
SLOTS
NOTES:
1.
2.
3.
1a
48 PORT CAT 5E PATCH PANEL (AUX.)
PATIENT STATION: AUX. DATA (WHITE)
24U
HORIZONTAL WIRE MANAGEMENT
EXPANSION SPACE.
20U
FACE PLATE SHALL BE HUBBELL MODEL IFP12W OR
APPROVED EQUAL.
CAT 5E JACK SHALL BE HUBBELL MODEL
HXJ5EB/HXJ5EW OR APPROVED EQUAL.
LABELING SYSTEM SHALL BE ACCORDING TO PATIENT
STATION (PS) NUMBERS.
HORIZONTAL WIRE MANAGEMENT.
HORIZONTAL WIRE MANAGEMENT
HORIZONTAL WIRE MANAGEMENT
18U
EMPTY
SLOTS
48 PORT CAT 5E PATCH PANEL (CLINICAL) PATIENT
STATION: FMC/CS (BLUE)
48 PORT CAT 5E PATCH PANEL (CLINICAL) PATIENT
STATION: FMC/CS (BLUE)
16U
14U
NETWORK JACK
CONFIGURATION FOR SEPARATION ROOMS
18U
14U
HORIZONTAL WIRE MANAGEMENT.
HORIZONTAL WIRE MANAGEMENT
EMPTY SLOT
48 PORT PHONE PATCH
(BLACK)
10U
ET-12
8U
HORIZONTAL WIRE MANAGEMENT
8U
EMPTY SLOTS
EMPTY
SLOTS
3U
1U
UPS
1U
BACK OF NETWORK RACK
4
NETWORK RACK
FRONT OF NETWORK RACK
ES-10
NOTES:
1.
PATIENT STATION NETWORK JACK & 120V WHITE
GFCI DUPLEX RECEPTACLE - 4 RECEPTACLES PER
CIRCUIT. RECEPTACLE TO BE MOUNTED AT 28" AFF
TO CENTER OF RECEPTACLE.
2.
3.
CONTRACTOR IS RESPONSIBLE FOR TERMINATING CAT 5E &
COAX CABLE TO THE PATCH PANEL.
ALL HORIZONTAL DATA AND VOICE CABLE RUNS SHALL BE
TESTED TO EIA/TIA REQUIREMENTS AT A MINIMUM OF CATEGORY
5 SPECIFICATION. SEE SPECIFICATION SECTION 16730.
NETWORK RACK IS OWNER FURNISHED AND INSTALLED BY
CONTRACTOR.
These drawings, as instruments of
service, remain the property of the
Architect or Engineer. Any changes,
publication, or use of any kind is
prohibited unless expressly
authorized by said party.
Copyright 2013
Drafted By:
RSG
Checked By:
BGG
Date Drafted:
Project #:
10/15/2013
13049-02
REVISION DESCRIPTION
---
JUNCTION BOX AND AUDIO CABLE
BY E.C. - TERMINATIONS BY
OWNER'S VENDOR
DATE
20A DEDICATED HOSPITAL GRADE DUPLEX GFCI
RECEPTACLE, COLOR SHALL BE BROWN (18" AFF TO CENTER).
#
20A SHARED HOSPITAL GRADE GFCI DUPLEX
RECEPTACLE. MAX. 2 RECEPTACLES PER CIRCUIT,
COLOR SHALL BE IVORY (18" AFF TO CENTER).
2
DIALYSIS COUNTER RECEPTACLES/NETWORK JACK (TYPICAL)
ET-06
NOTES:
1.
2.
ALL NETWORK RECEPTACLES AND PATIENT STATION COVER
PLATES SHALL BE COLORED ACCORDING TO DETAIL 1.
MAXIMUM 4 NETWORK DUPLEX ELECTRICAL RECEPTACLES PER
20 AMP CIRCUIT.
ELECTRICAL DETAILS
SCALE: NTS
E4.1
1
8
1
6
42"
2
PHONE
DATA
75 SQ FT
WATER
TREATMENT
305 SQ FT
1
1
1
1
9
3
PSDS/GRANUFLO
253 SQ FT
TRENCH DRAIN
North America
2
23 SQ FT
MECHANICAL/
STORAGE
956 SQ FT
HIGH DENSITY STORAGE 19'
T
3
MECHANICAL EQUIPMENT SCHEMATIC
(NEW)
Sheet Title
2
Project Name
1
FMC-DS NORTH GREELEY, CO #
THIS SHEET IS SUBMITTED AS A REFERENCE
DRAWING AS FURNISHED BY FRESENIUS
MEDICAL CARE. IT DEPICTS ITEMS OF WORK
REQUIRED BY THE CONTRACTOR IN
CONJUNCTION WITH WORK SHOWN ON
PLUMBING AND ELECTRICAL PLANS.
4
5
6
7
8
9
No.
Date
Date
Scale
Drawn By
Checked By
Revision
7-22-2013
AS NOTED
HVS
HVS
ME-1