HomeMy WebLinkAboutFile Documents.506 E Main St.0054.2019 (27).ACBK
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Building Permit Comment Responses
Date: 2019.08.14
Project Name: 2017910 Pitkin County Courthouse Remodel
506 East Main Street, Aspen, Colorado
Permit Number: 0054.2019.ACBK
Code: 2015 IEBC, IBC
Reviewer: Bonnie Muhigirwa
Plans Examiner
Community Development
2019.05.29 Mechanical pdf:
M0.1 Mechanical Legend and Notes
Thermostat heights to comply with reach ranges in ICC A117.1-2009.308
Response:
Sheet M0.1, Mechanical Note, III Execution note C has been updated with the following
language, “Thermostats shall be mounted at a maximum of 48” above finished floor to the top
of the thermostat.” Per ICCA117.1-2009.308
2019.05.29 Pitkin Permit Electrical:
ED1.0 Garden Level Electrical Plan
620.22, Branch Circuits for car lighting receptacle(s) ventilation, heating and air conditioning (A)
Car light source. A separate branch circuit shall supply the car lights, receptacle(s) auxiliary
lighting power source and ventilation on each elevator car. The over current device protecting
the branch circuit shall be located in the elevator machine room or control room/machinery
space or control space. Required lighting shall not be connected to the load side of the ground
fault circuit interrupter.
Response:
Keynote #4, Sheet ED1.0 and keynote#17, Sheet E1.0 have been revised asking the contractor
to verify the existing elevator cab lights are on a dedicated circuit to comply with NEC 620.22
(A).
2019.06.14 Pitkin Permit – Architectural:
A1.0 Garden Level Floor Plan
Per the code summary on G0.4, the occupant load in the garden level courtroom exceeds 50,
correct the door swing so that the doors swing in the direction of egress travel per 2015 IEBC
805.4.2
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Response:
Courtroom 3 occupancy was calculated per the 2015IBC, Table 1004.1.2
Courtroom 40sf net per occupant
Room Area load factor occupant load
Courtroom 1,244sf 40sf per occ 32 total occupants
Sheet A1.0 door swing from Court Room 3 remains unchanged.
Sheet G.04 has been revised
2019.06.14 Pitkin Permit – Architectural:
A1.0 Garden Level Floor Plan
Per 2015 IEBC 705, 705.2, this alteration affects the area of primary function and therefore the
toilet facilities serving the area of primary function shall be accessible to the maximum extent
possible that is technically feasible. Revise door widths to provide clear openings widths of 32
inches minimum. Provide an accessible route toilet compartment, grab bars and under counter
pipe protection in the men’s restroom.
Response:
No work is associated with Women’s Room 00C or Men’s Room 00D. Graphically, both
restrooms have been updated to better reflect existing conditions. Doors 00C and 00D into
the Women’s and Men’s restroom are not 32 inches clear. Due to the historic nature of the
historic stone openings, increasing the size of the existing restroom doors is technically
infeasible. Door stalls have been updated to reflect a 32inch clear opening. Door reach
ranges, however, do not meet accessibility.
Per 2015 IEBC: 705.1 General: Where compliance with this section, is technically infeasible, the
alteration shall provide access to the maximum extent possible.
Both Women’s Room 00C and Men’s Room 00D currently have horizontal grab bars. The
project will provide new vertical grab bars per ANSI 604.5.1 Fixed Side Wall Grab Bars and
pipe protection per ANSI 606.6 Exposed Pipes and Surfaces. Keynote 30 has been added on
Sheet A1.0 to reflect the inclusion of fixed vertical grab bars and knee protection.
The existing hardware is being removed and replaced with new accessibly compliant hardware
Per the 2015 IEBC section 1204.1.4 toilet and Bathing Facilities:
Where toilet rooms are provided, at least one accessible family or assisted-use toilet room
complying with Section 1109.1.1 of the International Building Code shall be provided.
Per the 2015 IBC section 1109.2.4.1 Location:
Family or assisted-use toilet and bathing rooms shall be located on an accessible route.
Family or assisted-use toilet rooms shall be located not more than one story above or below
separate sex toilet rooms. The accessible route from any separate sex toilet room to a family
or assisted-use toilet room shall not exceed 500 feet.
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.
Existing Women’s Room 114 and Men’s Room 113 on the Main Level will be made fully
compliant (see following comments referencing A1.1 Main Level Floor Plan). In addition, all
new restrooms will be fully accessible.
Travel distance from the Garden Level to the Main Level is less than 500 feet
Travel distance from the Second Level to the Main Level is less than 500 feet.
2019.06.14 Pitkin Permit – Architectural:
A1.1 Main Level Floor Plan
Per 2015 IEBC 705 and 705.2, this alteration affects that primary function and therefore the
toilet facilities serving the area of primary function shall be accessible to the maximum extent
that is technically feasible. Revise door widths to provide clear opening width of 32 inches
minimum. Provide an accessible toilet compartment, grab bars and under counter pipe
protection in men’s restroom.
Response:
No work is anticipated in Women’s Room 114 or Men’s Room 113. Men’s Restroom 113 was
revised graphically to reflect the existing door swing properly. Both restrooms are accessible,
however, are missing vertical grab bars and pipe protection.
Both Women’s Room 114 and Men’s Room 114 currently have horizontal grab bars. The project
will provide new vertical grab bars per ANSI 604.5.1 Fixed Side Wall Grab Bars and pipe
protection per ANSI 606.6 Exposed Pipes and Surfaces. Keynote 30 has been added on Sheet
A1.1 to reflect the inclusion of fixed vertical grab bars and knee protection.
See updated sheet A1.1
2019.06.14 Pitkin Permit – Architectural:
A5.0 Door Schedule
1. Confirm that the following 2’-10” doors provide the minimum clear width of 32” per 2015 IBC
1010.1:00, 04 100; 105C, 108A, 113. 114. 2020C, 203.
Response:
Doors 100, 105C, 108A, 113, 114, 202C and 203 are existing historic doors. The doors are hung
within their original frames in deep masonry walls. On either side of the door are decorative
moldings that are integral with the original transom above. The doors and trim are character
defining features. Existing doors slabs are 34 inches wide and 1.75 inches thick. Existing
doorstops are 3/8” thick. The clear opening is 31-7/8” clear. To provide a 32” clear opening
would cause irrevocable damage to existing historic fabric and is technically infeasible per
IEBC section1204.4 accessibility requirements, where compliance with the requirements would
threaten or destroy the historic significance of the building or facility.
Existing door hardware does not meet accessibility requirements. All existing hardware will be
replaced and updated for compliance.
Reference specification section 08 71 00 for door hardware schedule.
08/21/2019
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2019.06.14 Pitkin permit – Architectural:
A5.0 Door Schedule
Correct the following doors to provide the required 32” clear width per 2015 IBC 1010.1.1: 108B,
108C.
Response:
Doors 108B and 108 C are existing historic doors to remain with no work. On either side of the
door are decorative moldings that are integral with the original transom above. The doors
and trim are character defining features. Existing doors slabs are 2’-8” inches wide and 1.75
inches thick. Existing doorstops are 3/8” thick. The clear openings are 29-7/8” clear. To
provide a 32” clear opening would cause irrevocable damage to existing historic fabric and is
technically infeasible per IEBC section1204.4 accessibility requirements, where compliance
with the requirements would threaten or destroy the historic significance of the building or
facility.
Existing door hardware does not meet accessibility requirements. All existing hardware will be
replaced and updated for compliance.
A new accessible office will be provided within the Probation Suite. The accessible door will
provide a 32” clear opening.
See sheet A1.1
2019.06.14 Pitkin Permit – Architectural:
A7.3 Enlarged Plans at New Lift Entry
3’-5”
Response:
Sheet A7.3 has been updated to reflect a 42” clear side door opening at the main level.
2019.06.14 Pitkin Permit – Architectural:
A7.3 Enlarged Plans at New Lift Entry
Side door on lift require a clear opening width of 42” minimum. ICC A117.1-2009 410.2.1
Response:
Sheet A7.3 has been updated to reflect a 42” clear side door opening at the main level.
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2019.06.14 Pitkin Permit – Architectural:
A9.2 Interior Elevations
Knee and toe clearances must be provided at the jury deliberation sinks. ICC A117.1-2009 606.2.
Response:
The following drawings have been updated to reflect a front approach to new sinks.
2 & 5: A9.2
1:A9.8
2& 3:A9.11
The swing clear cabinet doors at base cabinet locations have been removed and replaced with
a removable apron. The removable apron will provide the required knee and toe floor space at
the front of each sink and provide knee protection.
2019.06.14Pitkin Permit – Architectural:
A9.2 Interior Elevations
A parallel approach to the sink is required when knee/toe clearances are not provided. ICC
A117.1-2009 606.2 exception 1. The dishwasher in the open position cannot encroach in the clear
floor space of the sink 804.5.3.
Response:
See comment above. All swing clear cabinet doors have been removed and replaced with a
removeable sink apron. The removable apron will provide the required knee and toe floor
space at the front of each sink and provide knee protection.
2019.06.14 Pitkin Permit – Architectural
A9.7 Interior Elevations – DA
A parallel approach to the sink is required when knee/toe clearances are not provided. OCC
A117.1-2009 606.2 exception 1
Response:
Sink in DA office 101 has been updated to provide a front approach to the sink. The swing
away cabinet doors have been replaced with a removable apron. The removable apron will
provide the required knee and toe floor space at the front of each sink and provide knee
protection.
See revised interior elevation 2:A9.7.
08/21/2019
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2019.06.14 Pitkin Permit – Architectural:
G0.1 Cover Sheet
Per information provided on the asbestos verification checklist, this project requires an asbestos
test. Provide an asbestos test report that includes the following: Inspector’s narrative including
sampling locations 2. Inspector’s certificate 3. Lab data. If asbestos is found, a final air
clearance report must be provided to building permit issuance.
Response:
Asbestos report is attached.
2019.06.14 Pitkin Permit – Architectural
G0.1 Cover Sheet
The special inspection agreement needs to be completed and signed by all parties prior to permit
issuance.
Response:
See Attached
2019.06.14 Pitkin Permit – Architectural
G0.3 General Information
Provide the full installation instruction from the Gypsum Manual for WP 1072, WP 3510,
WP6800, FCU3510 in the plan set for reference and inspection.
Response:
Sheet G0.3 wall types have been updated with full installation instructions from the Gypsum
Manual.
Revised sheets G0.3G0.4A1.0A1.1A5.0A7.3A9.2A9.7A9.8A9.11A0.1E1.0ED1.0
08/21/2019
506 E Main_BuildingComments_1_Markup Summary
File Name: 2019.05.29 Mechanical.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: M0.1 MECHANICAL LEGEND AND NOTES
Thermostat heights to comply
with reach ranges in ICC
A117.1-2009 308.
2019.05.29 Mechanical.pdf (1)
File Name: 2019.05.29 Pitkin Permit Electrical.pdf
Author: mitchm
Subject: Electrical Code
Color:
Page Label: ED1.0 GARDEN LEVEL ELECTRICAL PLAN
DEMO
620.22 Branch Circuits for Car
Lighting, Receptacle(s),
Ventilation, Heating, and
Air-Conditioning.
(A) Car Light Source. A separate
branch circuit shall supply
the car lights, receptacle(s),
auxiliary lighting power source,
and
ventilation on each elevator car.
The overcurrent device
protecting
the branch circuit shall be
located in the elevator machine
room or control room/machinery
space or control space.
Required lighting shall not be
connected to the load side of
a ground-fault circuit interrupter
2019.05.29 Pitkin Permit Electrical.pdf (1)
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: A1.0 GARDEN LEVEL FLOOR PLAN
Per the code summary on G0.4,
the occupant load of the garden
level courtroom exceeds 50,
correct door swing so that doors
swing in the direction of egress
travel per 2015 IEBC 805.4.2
2019.06.14 Pitkin Permit - Architectural.pdf (13)
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: A1.0 GARDEN LEVEL FLOOR PLAN
Per 2015 IEBC 705, 705.2, this
alteration affects the area of
primary function and therefore
the toilet facilities serving the
area of primary function shall be
accessible to the maximum
extent that is technically feasible.
Revise door widths to provide
clear opening width of 32 inches
minimum. Provide an accessible
toilet compartment, grab bars
and under counter pipe
protection in the men's restroom.
PRESSURE SENSOR
THERMOSTAT
METER
FLOW ARROWG. FIRE/SMOKE DAMPERS: COMBINATION FIRE/SMOKE DAMPERS SHALL BE FABRICATED IN ACCORDANCE WITH NFPA 90A ANDUL555S CLASS II. FIRE/SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S UL INSTALLATIONINSTRUCTIONS. ACTUATORS SHALL BE POWER OPEN/SPRING CLOSED OPERATION, 120 VOLT. THE FIRE FAIL/SAFE MODE SHALLBE A UL 33 HEAT ACTUATED LINK FOR CLOSURE AND CONTAINMENT OF FIRE ZONE, INDEPENDENT OF ACTUATOR POSITIONINGOR SIGNALING. MANUFACTURED BY PREFCO, MODEL 5020 OR EQUAL.
H. HOT WATER HEATING PIPING/CHILLED WATER PIPING/CONDENSER WATER PIPING: ABOVEGROUND, NPS 2" AND SMALLER, SHALLBE ANY OF THE FOLLOWING:1. TYPE L, DRAWN-TEMPER, COPPER TUBING, WROUGHT-COPPER FITTINGS, AND SOLDERED JOINTS.2. SCHEDULE 40, GRADE B, TYPE 96 STEEL PIPE; CLASS 150, MALLEABLE IRON FITTINGS, CAST-IRON FLANGES AND FLANGEFITTINGS, AND THREADED JOINTS.
K. HYDRONIC PIPING INSULATION: MINERAL-FIBER, PREFORMED PIPE INSULATION: TYPE 1, 850° F. MINERAL OR GLASS FIBERSBONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTMC 547, TYPE 1, GRADE A, WITH FACTORY APPLIED ASJ.1. HEATING WATER 1-1/2" AND SMALLER = 1.5" THICK, HEATING WATER 2" AND LARGER = 2" THICK, CONDUCTIVITY = 0.27 @125° F.2. CHILLED WATER = 1.0 " THICK, CONDUCTIVITY = 0.25 @ 75° F.
III. EXECUTION
A. BALANCING:1. CONTRACTOR SHALL ADJUST AND BALANCE VARIABLE VOLUME BOXES (VAV'S), FAN POWERED BOXES (FPB'S), AIRCONDITIONING UNITS (AC'S), AND DIFFUSERS TO THE QUANTITIES SHOWN ON THE DRAWING. BALANCING WORK SHALL BEPERFORMED IN ACCORDANCE WITH NEBB OR TABB STANDARDS BY A NEBB OR TABB CERTIFIED CONTRACTOR. SUBMITBALANCING REPORT TO THE ENGINEER.2. EXISTING DIFFUSER DESIGNATION INDICATES CFM ONLY.3. VAV BOX DESIGNATION INDICATES MAXIMUM CFM ADJUST MINIMUM TO 10% OF MAXIMUM.4. WHERE LOW PRESSURE AIR HANDLING SYSTEMS CROSS INTO AN ADJACENT TENANT AREA, CONTRACTOR SHALLBALANCE ALL DIFFUSERS ASSOCIATED WITH THE SYSTEM. DIFFUSERS NOT SHOWN OR SHOWN WITH NO CFM SHALLMAINTAIN EXISTING CFM.5. ADJUST WATER SYSTEMS, AFTER AIR BALANCING, TO PROVIDE DESIGN QUANTITIES.6. ADJUST SYSTEMS TO PROVIDE SPECIFIED PRESSURE DROPS AND FLOWS THROUGH HEAT TRANSFER ELEMENTS PRIORTO THERMAL TESTING. PERFORM BALANCING BY MEASUREMENT OF TEMPERATURE DIFFERENTIAL IN CONJUNCTION WITHAIR BALANCING.
B. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AND NOTIFY 360 ENGINEERING, INC. IF ANY CONFLICTS OCCUR.
C. THERMOSTAT LOCATIONS AND HEIGHTS TO BE COORDINATED WITH BUILDING MANAGEMENT, VERIFIED BY THE ENGINEER.CONTRACTOR TO CALIBRATE ALL THERMOSTATS SHOWN ON THIS PLAN. IT SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY TO ENSURE THAT ALL EXISTING THERMOSTATS REMAIN INTACT DURING DEMOLITION. HEATING THERMOSTATSMUST REMAIN OPERATIONAL AT ALL TIMES. IF REQUIRED FOR BETTER PROTECTION, THERMOSTATS MAY BE TEMPORARILYMOUNTED IN THE CEILING PLENUM DURING DEMOLITION.
D. PROVIDE VOLUME DAMPERS AT ALL DIFFUSER TAKEOFFS.
E. ALL TAKEOFFS, RUNOUTS, AND FLEX DUCTWORK TO DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER INLET UNLESSOTHERWISE NOTED.
F. MECHANICAL CONTRACTOR TO CHECK OPERATION AND CONDITION OF ALL EXISTING MECHANICAL EQUIPMENT WITHIN THECONFINES OF THIS SPACE AND PREPARE A WRITTEN LIST OF ANY DEFICIENCIES IN EQUIPMENT OPERATION OR CONDITION. LIST SHALL BE SUBMITTED TO OWNER TWO WEEKS AFTER THE AWARD OF THE CONTRACT.
G. THERMOSTAT CONTROL LINES SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 4'0".
H. PROVIDE EXTERNAL INSULATION ON ALL NEW RIGID ROUND DUCTWORK.
I. PROVIDE ACCESS DOORS IN DUCTWORK AS REQUIRED FOR ACCESS TO FIRE DAMPERS, FIRE/SMOKE DAMPERS, OR ANY OTHERMECHANICAL EQUIPMENT REQUIRING MAINTENANCE OF SERVICE.J. ALL PIPE AND DUCT PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED PER 2015 IBC.
MT
P
Thermostat heights tocomply with reachranges in ICCA117.1-2009 308.
(R)
(R)
(R)
(R)
(R)
(R)(R)
(E)
(E)
(E)
PITKIN COUNTY
COURTHOUSE REMODEL
PITKIN COUNTY, CO
506 E Main St St 300, Aspen, CO 81611
No. Description Date1 Addendum #2 05-23-2019
INTERCEPTING CONDUITS IN THE VISITING JUDGE'S CHAMBERS ANDRE-ROUTING AROUND THE LOWER LIFT LOBBY BACK INTO COURTROOM 3.
3 EXISTING ELEVATOR EQUIPMENT TO BE REPLACED WITH NEW IN SAMELOCATION. NEW ELEVATOR ELECTRICAL CHARACTERISTICS (3OHP) ARESAME AS EXISTING (30HP). CONTRACTOR SHALL MAINTAIN EXISTING FIREALARM CONNECTIONS AND EXISTING POWER CIRCUITRY IF VERIFIED TOMATCH NEW. REFER TO ELEVATOR EQUIPMENT INFORMATION INMECHANICAL SCHEDULE FOR MORE INFORMATION.4 EXISTING CAB LIGHT DISCONNECT IS A TOGGLE SWITCH AND SHALL BEREPLACED WITH FUSED DISCONNECT. REMOVE EXISTING TOGGLE SWITCHAND MAINTAIN EXISTING CIRCUITRY FOR CONNECTION TO NEWDISCONNECT SWITCH IN NEW WORK.5 CONTRACTOR SHALL MAINTAIN EXISTING FUSED DISCONNECT IF VERIFIEDTO BE A 150A FUSE IN 200A3P DISCONNECT. OTHERWISE REPLACE WITHNEW IN SAME LOCATION. VERIFY FEED TO DISCONNECT MATCHES NEWFEEDER PER EQUIPMENT INDICATED IN MECHANICAL EQUIPMENTSCHEDULE.
1
620.22 Branch Circuits for Car Lighting, Receptacle(s),Ventilation, Heating, and Air-Conditioning.(A) Car Light Source. A separate branch circuit shall supplythe car lights, receptacle(s), auxiliary lighting power source, andventilation on each elevator car. The overcurrent device protectingthe branch circuit shall be located in the elevator machineroom or control room/machinery space or control space.Required lighting shall not be connected to the load side ofa ground-fault circuit interrupter
176 SF
BOILER01A
72 SF
MECH/ELEC02D
35 SF
JAN.00A 98 SF
STORAGE00B
332 SF
HOLDING06
143 SF
CONF. RM08
87 SF
JUDGE RR14
715 SF
COURTROOM 305
53 SF
HALL16
13B
05A
17
06
NF6
NF6
NF6NF6NF6
NF3
NF8UP
UP
5' - 0"
UP
NEW ACCESSIBLE CONC RAMP. MAX SLOPE 1:12. RE: CIVIL
102 SF
WOMEN00C
113 SF
MEN00D
INFILL <E> OPENING, RE:STRUCT.
M.O.4' - 1"5' - 0"
6' - 2 1/2"
A9.91
A9.82
A4.02
47 SF
STORAGE15
70 SF
SECURE HALL13
49 SF
ELEV. MECH.00E
A7.31
.
615 SF
HALL00
110 SF
HALL09
59 SF
HALL10
408 SF
VISITING JUDGE'SCHAMBERS04
49 SF
HALL05A
<N> RAISED PLATFORM FOR JUDGE'S BENCH
06A
06B
85 SF
ATTORNEY06A 20 SF
MECH.06B
4' - 6"
NF6
NF9NF9 NF9 NF9
3
49 SF
JURY RR07
07
116 SF
OFFICE 102C
SF
ST.2 55 SF
ELEV.11
UP
B
B
A
A C
F
A
C
A7.51
A9.121
F
C
ALIGN
O.2""
13A
08
A4.01
10' - 6
"
1/2"
4' - 5 1/2"
3' - 11 1/2"
12' - 5"
6' - 1
1
1
/
2
"
5' - 8"
9 1/2
"
5"
R.O.3' - 2"
5"
D
100' - 0"
100' - 0"
76 SF
LOWER LIFT LOBBY17
A
I
NF10 NF10
04
12
M.O.3' - 4"
3' - 5"
R.O.3' - 2"
1' - 5"
R.O.3' - 2"
1' - 5"
1' - 6"
10' - 0"
R.O.3' - 2"
8 1/2"
R.O.3' - 2"
R.O.3' - 2"
R.O.
1' - 0"1' - 0"
ALIGN F.O. <N> WALL WITH CENTER LINE OF <E> COLUMN.
NF15
00B
00A
00E
05
04A00D00C
02D
01A
HOLD3' - 6"
16
F
D
VERTICAL INTERIOR ROOF DRAIN TO REMAIN
D
NF20
NF20
06B
05A 05B 05C
05D
05E
06CNF6
3' - 6"
9 1/4"
7"
UP
RTICAL GRAB BLE STALL & PIPE
M.O.3' - 4"
A0.25
NF26
NF27NF28NF29
05B 05C
15
14
B
NF9 NF9NF9
NF9
NF9
NF9 NF9NF9
C
NF9
NF9
A
AA
A
G
GNF15
NF37
REF STRUCTURAL FOR MATERIAL AND SIZING FOR STRUCTURAL ELEMENTS IN WALL TYPA AT NEW LIFT STRUCTURE
SIM
SIM
E
1
LEGEND
<E> WALL
NEW WALL
NEW DOOR
NEW FLOOR STRUCTURE, RE: STRUC
REPAIR CONCRETE SLAB. PROVIDE CONSISTENT FLOOR LEVEL PRIOR TO INSTALLING NEW FLOOR FINISH.
FLOOR ELEVATION
KEYNOTE
DOOR TAG
WALL TYPE
#
-
101
X
GENERAL NOTES1. PATCH AND REPAIR ALL FINISHES AFFECTED BY CONSTRUCTION. MATCH ADJACENT FINISH.2. COORDINATE REUSE, SALVAGE, OR DISPOSAL OF ALL DEMO ITEMS WITH OWNER.3. REMOVE & SALVAGE <E> WINDOW TREATMENTS. COORDINATE REINSTALLATION WITH PITKIN COUNTY/ 9TH JUDICIAL DISTRICT.4. FURNITURE BY OTHERS. SHOWN FOR REFERENCE.5. PITKIN COUNTY TO BE RESPONSIBLE FOR REMOVING / RELOCATING ALL <E> FURNITURE.6. REFERT TO M, P, E, & S SHEETS FOR ADDITIONAL INFORMATION.7. REFER TO FINISH PLANS AND RCPS FOR ADDITIONAL INFORMATION.8. ALL REPOSITIONED COURTROOM FURNITURE TO PROVIDE 30" CLEAR.9. REMOVE AND SALVAGE <E> SIGNAGE (FLAGS AND WALL MOUNTED). MODIFY FOR <N> ROOM NAMES. INSTALL <N> TO MATCH <E> WHERE NEEDED.10. REFER TO A 9.7 FOR ADDITIONAL CLERESTORY.
PROVIDE SMOOTH AND FLUSH FINISH MATCH <E> ADJACENT FURRING ANDFINISH.NF20 INSTALL <N> HIGH IMPACT RESISTANTGYP. BD. WALL FINISH ON <E> FURRIN INSTALL <N> FURRING (TO MATCH <E> AS NEEDED FOR <N> OPENING ATEXISTING ELEVATOR CORE.NF26 THE CAB HAS THREE SETS OFCONTROLS. (2) AT STANDARD HEIGHT REAR AND FRONT OF CAB AND A THIR SET OF CONTROLS MOUNTED AT 29" A REMOVE THIRD SET OF CONTROLS.UPDATETHE CONTROL OPTIONS TOINCORPORATE <N> CALL BUTTON TO < SIDE OF GARDEN LEVEL, ANDSECURE/DESIGNATED ACCESS FORIN-CUSTODIES AND STAFF.NF27 REMOVE <E> VINYL TILE FLOOR.PROVIDE <N> CARPET TILE FLOORFINISH. PROVIDE <N> INTERIOR CABFINISH ON ALL 4 WALLS. PROVIDE <N>CEILING FINISH AND LIGHTING. REMOV <E> AUXILIARY PANEL.NF28 PROVIDE CAB CONTROLS VIA CARDACCESS TO ALLOW FOR LOCKOUT FO EITHER JUDGE OR IN-CUSTODYTRANSPORT.NF29 PROVIDE VERTICAL ACCESSIBLE GRA BAR IN <E> RESTOOM. RE: A 9.3NF37 PROVIDE <N> PLUMBING CHASE FOR < ROOF DRAIN WITH 6" MIN INTERIORCLEAR. SIZE OF PIPE TO BE CONFIRME VIA DESIGN BUILD.
1
Per the code summaryon G0.4, the occupantload of the gardenlevel courtroomexceeds 50, correctdoor swing so thatdoors swing in thedirection of egresstravel per 2015 IEBC805.4.2
176 SF
BOILER01A
72 SF
MECH/ELEC02D
35 SF
JAN.00A 98 SFSTORAGE00B
332 SF
HOLDING06
143 SF
CONF. RM08
87 SF
JUDGE RR14
715 SF
COURTROOM 305
53 SF
HALL16
372 SF
JURY DELIBERATION03
13B
01
05A
17
06
NF6
NF6
NF6NF6NF6
NF3
UPUP
UP
UP
102 SF
WOMEN00C
113 SF
MEN00D
INFILL <E> OPENING, RE:STRUCT.
M.O.4' - 1"5' - 0"
6' - 2 1/2"
5"
A9.82 47 SF
STORAGE15
70 SF
SECURE HALL13
49 SFELEV. MECH.00E
55 SF
VEST.03A
122 SF
ATTORNEY01
615 SF
HALL00
110 SF
HALL09
59 SF
HALL10
408 SF
VISITING JUDGE'SCHAMBERS04
49 SF
HALL05A
06A
06B
85 SFATTORNEY06A
4' - 6
"
NF6
NF9NF9 NF9 NF9
03
JURY RR07
07
89 SF
ALPINE LEGAL02E
116 SF
OFFICE 102C103 SF
OFFICE 202B
197 SF
BREAK ROOM02A
85 SF
VEST.02
02C02B
02A
02E
DW
55 SF
ELEV.11
UP
UP
A
A
B
B
A
A
A
A
A
A
C
F
A
C
<N> CABINET
A7.51
F
C
ALIGN
9' - 2"
R.O.3' - 2"5 1/2"
13A
08
A4.0113' - 4 1/2"
2' - 10"
8' - 2"
10' - 6
"
8' - 1 1/2"
R.O.3' - 2"4' - 5 1/2"
3' - 11 1/2"
6' - 1
1
"
12' - 5"
6' - 11 1
/
2
"
5' - 8"
9 1/2
"
5"
R.O.3' - 2"
5"
13' - 3"
7"
D
ALIGN
100' - 0"
100' - 0"
A9.21
A
I
NF10 NF10
04
12
00
09
M.O.3' - 4"
3' - 5"
R.O.3' - 2"
1' - 5"
R.O.3' - 2"
1' - 5"
R.O.3' - 2"
8 1/2"
R.O.3' - 2"
R.O.3' - 2"
HOLD1' - 0"R.O.3' - 2"R.O.'3' - 2"
R.O.3' - 2"1' - 4"
R.O.3' - 2"
R.O.3' - 2"
1' - 0"1' - 0"
ALIGN F.O. <N> WALL WITH CENTER LINE OF <E> COLUMN.
NF15
1' - 6"
FIN.4' - 6"
00B
00A
00E
05
04A00D00C
02D
01A
HOLD3' - 6"
16
F
18
REF.
D
D
NF20
NF20
0
05A 05B 05C
0
0
0
06A06D06E
NF6
NF6NF6NF6
3' - 6"
9 1/4"
7"
UP
A9.26
INSTALL <N> SCREEN OVER CONDUIT INSTALL <N> SCREEN OVER CONDUIT
PROVIDE <N> VERTICAL GRAB BAR AT ACCESSIBLE STALL & UNDERCOUNTER PIPE PROTECTION
M.O.3' - 4"
NF26
NF27NF28NF29
05B 05C
15
14
B
NF9 NF9NF9
NF9
NF9
NF9 NF9NF9
C
A
AA
A
G
GNF15
INSTALL <N> 2" THICK CONC "BENCH" OVER FOUNDATION
INSTALL <N> 4X4 STL ANGLE TO SUPPORT CONC BENCH ENDEGRESS STAIR FOUNDATION, RE: STRUC
NF37
CONTRACTOR SHALL CONNECTNEW INTERNAL ROOF DRAIN TO NEW STORM SEWER: REF CIVIL
REF STRUCTURAL FOR MATERIAL AND
SIM
SIM
D
E
1
1
PROVIDE MINIMAL WALL PENETRATION INVERT OF 7903.83' TO ACHIEVE A MINIMUM 1% SLOPE TO STORM SEWER TIE-IN
1
Per 2015 IEBC 705, 705.2, thisalteration affects the area of primaryfunction and therefore the toilet facilitiesserving the area of primary functionshall be accessible to the maximumextent that is technically feasible.Revise door widths to provide clearopening width of 32 inches minimum.Provide an accessible toiletcompartment, grab bars and undercounter pipe protection in the men'srestroom.
08/21/2019
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: A1.1 MAIN LEVEL FLOOR PLAN
Per 2015 IEBC 705, 705.2, this
alteration affects the area of
primary function and therefore
the toilet facilities serving the
area of primary function shall be
accessible to the maximum
extent that is technically feasible.
Revise door widths to provide
clear opening width of 32 inches
minimum. Provide an accessible
toilet compartment, grab bars
and under counter pipe
protection in the men's restroom.
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: A5.0 DOOR SCHEDULE
1. Confirm that the following
2'10" doors will provide the
minimum clear width of 32" per
2015 IBC 1010.1.1: 00, 04, 100,
105C, 108A, 113, 114, 202C,
203.
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: A5.0 DOOR SCHEDULE
Correct the following doors to
provide the required 32" clear
width per 2015 IBC 1010.1.1:
108B, 108C
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: 3/16" Scale
Color:
Page Label: A7.3 ENLARGED PLANS AT NEW LIFT ENTRY
3'-5"
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: A7.3 ENLARGED PLANS AT NEW LIFT ENTRY
Side door on the lift requires a
clear opening width of 42"
minimum. ICC A117.1-2009
410.2.1
IT106
FILE/COPY102D STORAGE112
PROBATION108
PROBATION RR108D
OFFICE 1108E
OFFICE 2108C
OFFICE 3108B
WAITING108A
CLOSET108F
HALL105
OFFICE 2105B
MEETINGROOM105C
CLERKS102
WAITING/SELF HELP102A
CLERKWORKSTATIONS103
FAMILY COURT/COLLECTIONS102B OFFICE 1104
108E
104
NF3
DN
DN
<N> CONC. RAMP, MAX. SLOPE 1:12. RE: CIVIL
MEN113 WOMEN114
11' - 9"
10' - 11
"
ALIGN
10' - 0 1/2"6' - 7
"
R.O.3' - 2"7"
1' - 4"
UP UP
DN
DN
A9.92
HALL100
4' - 3 1/2"
102B
TRANSACTION COUNTER : REF 5:A9.3
SECURITYSCREENING115
VEST.100A
EST.10
HALL103AELEV.111
INFORMAL MTG105A
B
A
F
A
AA
A
<N> ACCESSIBLE RAILINGS<N> ACCESSIBLE RAILINGS
ALIGN
101C101B
OFFICE 1101B
OFFICE 2101C
WITNESSWAITING101D
DA OFFICE101
OFFICE 4101E
101EAAA101D
OFFICE 3101F
101F
A
WAITING101A
OPEN TO BELOW
A9.6
2
A9.6
3
A9.4
4
A9.4
5
A9.34
A9.3 5
V.I.F.15' - 7"
10 1/2"
V.I.F.
4' - 10 1/2"
1"HOLD5' - 0"1"
V.I.F.0"
1' - 0"
V.I.F.11' - 4"
9' - 6"
9' - 11 1/2"
6' - 8"
4 1/2"ALIGN
A
A
A9.41108
ALIGN
2A9.3
A
ALIGN
R.O.3' - 2"
4' - 0 1/2"
ALIGN
R.O.3' - 2"
R.O.3' - 2"
6 1/2"R.O.3' - 2"
R.O.3' - 2"
R.O.3' - 2"
R.O.3' - 2"
F.4"R.O.3' - 2"1' - 0"HOLD1' - 6"
ALIGN
7' - 1"
A
110
100A
100B
6"6"
NF14
E
A9.61
152
C
102D
115102102A
106 105B
105C
108C
108B
100C
101A 113
100
112
114
108F
108A
NF19A4.04
X RAY 73" x 47"
MAGNETOMETERS 36" x 28"DEMOUNTABLE GLASS PARTITION 6' HT
1' - 6"R.O.3' - 2"102C
A9.71
1' - 10"
4' - 4"1' - 8"
4' - 4"1' - 6"
2' - 7"2' - 2"
H H
H
PROVIDE <N> VERTICAL GRAB BAR AT ACCESSIBLE STALL & UNDERCOUNTER PIPE PROTECTION
WALL-MOUNTED SWING SECURITY EXIT GATE
A4.03
A4.06
108D
103A
6
NF25
NF23
1' - 4 1/2"1' - 0 1/2"
E
SECUR
I
T
Y
STAF
F
MIN3' - 0"
MIN3' - 6"
A4.07
A4.08
A9.31
3A9.3
A9.7
5
MIN.1' - 0"
4
7' - 0"
H
1' FLOOR
A
NF30
NF30
TAIN 48 INCHES CLEAR MANUEVERING SPACE AT H SIDES OF OPENING.ENTIRE DEPTH OF MASONRY WALL.3.VERIFY 32 INCHES CLEAR OPENING4.MAINTAIN 48 INCHES CLEAR MANUEVERING SPACE AT BOTH SIDES OF OPENING.
1' - 11"
2' - 10"
HOLD
3' - 10 1/2"
ALIGN
V.I.F.' - 4"
V.I.F.1"
A
E
AA
NF31 NF32
NF32
NF32 NF32
NF33
NF34
A
A
A
AA9.7 76
3' - 5"
101
REF.
1
NF37
LEGEND
<E> WALL
NEW WALL
NEW DOOR
NEW FLOOR STRUCTUR STRUC
REPAIR CONCRETE SLA PROVIDE CONSISTENT F LEVEL PRIOR TO INSTAL NEW FLOOR FINISH.
FLOOR ELEVATION
KEYNOTE
DOOR TAG
WALL TYPE
#
-
101
X
GENERAL NOTES1. PATCH AND REPAIR ALL FINISHES AFFEC CONSTRUCTION. MATCH ADJACENT FINI 2. COORDINATE REUSE, SALVAGE, OR DISP DEMO ITEMS WITH OWNER.3. REMOVE & SALVAGE <E> WINDOW TREA COORDINATE REINSTALLATION WITH PIT JUDICIAL DISTRICT.4. FURNITURE BY OTHERS. SHOWN FOR RE 5. PITKIN COUNTY TO BE RESPONSIBLE FO RELOCATING ALL <E> FURNITURE.6. REFERT TO M, P, E, & S SHEETS FOR ADD INFORMATION.7. REFER TO FINISH PLANS AND RCPS FOR INFORMATION.8. ALL REPOSITIONED COURTROOM FURNI 30" CLEAR.9. REMOVE AND SALVAGE <E> SIGNAGE (F MOUNTED). MODIFY FOR <N> ROOM NAM TO MATCH <E> WHERE NEEDED.10. REFER TO A 9.7 FOR ADDITIONAL CLERE
N
MIRRORED FILM APP GLASS. REMOVE DOO INFILL HOLE WHERE HARDWARE REMOVE FLUSH FINISH WITHSURROUNDING WD, P MATCH.NF23 FIX DOOR IN OPEN PO NF25 CUT THROUGH <E> S FOUNDATION WALL. P <N> DOOR ACCESS T NORTH OF THE <E> E NF30 PROTECT <E> SAFE D REMAIN IN PLACE.NF31 ALIGN <N> WALL WIT COLUMNS.NF32 <N> CLERESTORY WI ABOVE. RE: INT. ELEV NF33 <E> COLUMN TO REM NF34 REINSTALL SALVAGE MILLWORK ON <N> W PROVIDE <N> WD AC PANEL.NF37 PROVIDE <N> PLUMB FOR <N> ROOF DRAIN MIN INTERIOR CLEAR PIPE TO BE CONFIRM DESIGN BUILD.
DRAWINGS BASED ON FLO PROVIDED BY PITKIN COUN
0 4' 8
1
Per 2015 IEBC 705, 705.2, thisalteration affects the area of primaryfunction and therefore the toilet facilitiesserving the area of primary functionshall be accessible to the maximumextent that is technically feasible.Revise door widths to provide clearopening width of 32 inches minimum.Provide an accessible toiletcompartment, grab bars and undercounter pipe protection in the men'srestroom.
S 1. Confirm that the following 2'10" doors will
provide the minimum clear width of 32" per
2015 IBC 1010.1.1: 00, 04, 100, 105C,
108A, 113, 114, 202C, 203.
HIS
Correct the following doors to provide the
required 32" clear width per 2015 IBC
1010.1.1: 108B, 108C
LIFT
3'
-
5
"
<N> POST MOUNTE AUTOMATIC ACCES DOOR OPENER BUT LOCATION (EXTERIO
NEW WALL MOUNTE AUTOMATIC ACCES DOOR OPENER BUT LOCATION (INTERIO
PRE-FINISHED GATE ASSEMBLY BY LIFT INSTALLED BY G.C.
PRE-FINISHED LIFT ASSEMBLY - INSTAL BY G.C.
T-SHAPED TURNING CLEARANCE
<E> WINDOW TO
DOOR PROVIDED B MFG INSTALLED BY
CLOSET108F
3A7.3
LIFT5
A7.3
TO BE REMOVED AND SALVAGED
EXISTING DOOR LOCATION
(V.I.F.)
1' - 7"NEW CLR OPENING
4' - 9"
,<E> STAIR AND
<E> ENTRY VESTIBULE
OPEN TO BELOW
(V.I.F.)
4' - 8"
(V.I.F.)
5' - 5 1/2"
(V.I.F.)
1' - 10"
ADA CLEAR FLOOR SPACE
<E> WINDOW AND FRAME TO REMAIN
FIN. TO STUD4' - 0" (V.I.F.)
<N> STRUCTURAL FLOOR AT LIFT PLATFORM LOCATION
<N> ENCLOSURE AT LIFT WALL
PRE-FINISHED LIFT INSTALLED BY G.C.
<E> MECHANICAL DUCT TO REMAIN
NOTE: NEW WALL FRAMING AT LIFT LOCATION SHALL BE (1) HOUR RATED (SHOWN WITH DIAGONAL CROSS HATCH)
STEEL FRAMING: GA FILE NO WP1072WOOD FRAMING: GA FILE NO WP 2510
MAIN LEVEL110' - 3 5/8"
LOOR STRUCTURE AND LIFT SO ATFORM OF LIFT ALIGNS WITH BEYOND
LL CONSTRUCTION WITH RESISTANT GYP. BOARD ON PUBLIC SIDE OF LIFT URE
<N> CARPET FINISH ON <N> ITH 3/4" T&G PLYWD -ALIGN <N> WITH <E> MAIN FLOOR
LL ENCLOSURE
F <N> OPENING BEYOND
SONRY WALL TO REMAIN, RE:
OR TO REMAIN
D BASE - PT TO MATCH <E>
2
Side door on the liftrequires a clearopening width of 42"minimum. ICCA117.1-2009 410.2.1
08/21/2019
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: A9.2 INTERIOR ELEVATIONS
Knee and toe clearances must
be provided at the jury
deliberation sinks. ICC
A117.1-2009 606.2
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: A9.2 INTERIOR ELEVATIONS
A parallel approach to the sink is
required when knee/toe
clearances are not provided.
ICC A117.1-2009 606.2
exception 1. The dishwasher in
the open position cannot
encroach into the clear floor
space of the sink 804.5.3.
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: A9.7 INTERIOR ELEVATIONS - DA
A parallel approach to the sink is
required when knee/toe
clearances are not provided.
ICC A117.1-2009 606.2
exception 1.
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: G0.1 COVER SHEET
Per information provided on the
asbesos verification checklist
this project requires an asbestos
test. Provide an asbestos test
report that includes the following:
1.Inspector’s narrative including
sampling locations
2. Inspector’s certificate
3. Lab data
If asbestos is found, a final air
clearance report must be
provided prior to building permit
issuance.
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: G0.1 COVER SHEET
The special inspection
agreement needs to be
completed and signed by all
parties prior to permit issuance.
A9.22 1' - 11 1
/
2
"
2' - 6"
3"
2' - 1"
2A9.11Sim
FINISHED FACE PANEL
<E> COLUMN TO REMAIN, LOCATION V.I.F.
30" X
4
8
"
CLEA
R
S
P
A
C
E
(E) SIGNAGE, MODIFY TO ACCOMODATE (N) ROOM NAME, COMPLY W/ ADA
PROVIDE <N> OR RELOCATED FLAG SIGNAGE AT THE FOLLOWING ROOMS:• 05• 102A• 105C• 108A• 101A• 201• 203
PROVIDE <N> OR RELOCATED WALL SIGNAGE TO MATCH EXISTING AT ALL ROOMS.
SOLID SURFACE COUNTERTOP WITH INTEGRAL 4" BACKSPLASH
2A9.11SimSB30
FINISHED FACE PANEL; BEHIND COLUMN
<E> COLUMN TO REMAIN, LOCATION V.I.F.
FILLERFILLER
BC30 BC30 DW24 SB36 3'-0" MIN. CLR
2' - 1"DW REF.
3A9.11Sim1A9.11Sim
2' - 10"
2' - 3"
BC36BC36SB36DW24REF.
ADJACENT STONE
3A9.11Sim 1A9.11Sim
FILLER; SCRIBE TO ADJACENT STONE
CABINET LEGEND
BC =BASE CABINETSB=SINK BASE CABINETDW=DISHWASHERTC=TALL CABINETWC=WALL CABINETREF=REFRIGERATOR
BC15 BC30
2' - 10"
SOLID SURFACE COUNTERTOP WITH INTEGRAL 4" BACKSPLASH
2A9.11Sim
FINISHED END PANELS A9.251' - 3"
2' - 6"
1"2' - 0 1/2"
2A9.11Sim
FINISHED END PANEL
30" X 48
"
CLEAR
S
P
A
C
E
FINISHED END PANEL
Project Number
DateDrawn byChecked by
COPYRIGHT 2019ANY UNAUTHORIZED USE OF THESE DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN CONSEN OF:ANDERSON HALLAS ARCHITECTS, P.C.
PLANNING
Issue
715 FOURTEENTH STREETGOLDEN, COLORADO 80401(303) 278-4378FAX (303) 278-0521
Scale AS NOT
A9.2
INTERIORELEVATIONS
20179
PITKIN COUNTY
COURTHOUSE REMODEL
PITKIN COUNTY, CO
5/2/ LW RAS/NA
506 E Main St St 300, Aspen, CO 81611
PER
1/2" = 1'-0"1JURY DELIB. 03 ENLARGED PLAN DRAWINGS BASED ON FLOOR PLANS PROVIDED BY PITKIN COUNTY. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DEVIATIONS FROM ACTUAL FIELD CONDITIONS, PRIOR TO COMMENCING WITH WORK.
0 2' 4'
1 1/2" = 1'-0"EXISTING SIGNAGE 1/2" = 1'-0"2JURY DELIB. 03 INTERIOR ELEVATION EAST
1/2" = 1'-0"6BREAK RM 02A ENLARGED PLAN 1/2" = 1'-0"7BREAK RM 02A INTERIOR ELEVATION SOUTH
1/2" = 1'-0"5JURY DELIB. 204 INTERIOR ELEVATION WEST 1/2" = 1'-0"4JURY DELIB. 204 ENLARGED PLAN
1
No. Description Dat 1 ADDENDUM 01 4/26/20
Knee and toeclearances must beprovided at the jurydeliberation sinks. ICC A117.1-2009606.2
A9.2
7
BC30 BC30 DW24 SB36 3'-0" MIN. CLR
2' - 1"DW REF.
3A9.11
Sim1A9.11
Sim
30" X 48" CLEAR SPACE
2' - 1
0
"
WC24 WC30 WC30C36
BC36BC3636DW24
SOLID SURFACE COUNTERTOP WITH INTEGRAL 4" BACKSPLASH; SCRIBE TO ADJACENT STONE
3A9.11Sim 1A9.11
Sim
FILLER; SCRIBE TO ADJACENT STONE
FILLER; SCRIBE TO ADJACENT STONE
BC15 BC30
2' - 1
0
"
SOLID SURFACE COUNTERTOP WITH INTEGRAL 4" BACKSPLASH
2A9.11Sim
FINISHED END PANELS A9.251' - 3
"
2' - 6
"
1"2' - 0 1/2"
2A9.11Sim
FINISHED END PANEL
30" X
4
8
"
CLEA
R
S
P
A
C
E
FINISHED END PANEL
Anderson HallasArchitects, PCARCHITECTUREHISTORIC PRESERVATION
COPYRIGHT 2019ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF:ANDERSON HALLAS ARCHITECTS, P.C.
PLANNING715 FOURTEENTH STREETGOLDEN, COLORADO 80401(303) 278-4378FAX (303) 278-0521
PITKIN COUNTY
OURTHOUSE REMODEL
PITKIN COUNTY, CO
506 E Main St St 300, Aspen, CO 81611
1/2" = 1'-0"6 BREAK RM 02A ENLARGED PLANA INTERIOR ELEVATION SOUTH
LIB. 204 INTERIOR ELEVATION WEST 1/2" = 1'-0"4 JURY DELIB. 204 ENLARGED PLAN
A parallel approach tothe sink is requiredwhen knee/toeclearances are notprovided. ICCA117.1-2009 606.2exception 1. Thedishwasher in theopen position cannotencroach into the clearfloor space of the sink804.5.3.
WC36 WC12WC36
BC24BC24SB36
SOLID SURFACE COUNTERTOP WITH INTEGRAL 4" BACKSPLASH
1A9.11
Sim2A9.11
Sim
CABINET LEGE
BC =BASE CABINETSB=SINK BASE CABINET
DW =DISHWASHER
TC =TALL CABINETWC=WALL CABINET
REF =REFRIGERATOR
A9.7
2
3
BC24
TC30
SB36 2' - 0" CLR.BC24
1' - 10"
1' - 10"
2A9.11
Sim 1A9.11
Sim
1A9.11Sim30" X 48" CLEAR SPACE
REF.2' - 0"
APT. SIZE REF. PROVIDED BY OWNER
EQ EQ
101F
101F
DRAWINGS BASED ON FLOO PROVIDED BY PITKIN COUNTY TO NOTIFY ARCHITECT OF AN FROM ACTUAL FIELD CONDIT COMMENCING WITH WORK.
0 2'
= 1'-0"101 INTERIOR ELEVATION NORTH 1/2" = 1'-0"1DA 101 ENLARGED PLAN
1/2" = 1'-0"4DA OFFICE 101 NORTH
A parallel approach tothe sink is requiredwhen knee/toeclearances are notprovided. ICCA117.1-2009 606.2exception 1.
And
Arc
AR
HISTORI
COPYRIGHT 2019ANY UNAUTHORIZ IS PROHIBITED W OF:ANDERSON HALL
P
715 FO GOLDE
FA
Per information provided on the asbesos verification
checklist this project requires an asbestos test.
Provide an asbestos test report that includes the
following:
1.Inspector’s narrative including sampling locations
2. Inspector’s certificate
3. Lab data
If asbestos is found, a final air clearance report must
be provided prior to building permit issuance.
An A
A
HISTOR
COPYRIGHT 20 ANY UNAUTHOR IS PROHIBITED OF:ANDERSON HA
715 GOL
The special inspection agreement needs to be
completed and signed by all parties prior to permit
issuance.
08/21/2019
File Name: 2019.06.14 Pitkin Permit - Architectural.pdf
Author: bonniem
Subject: PlanCheck
Color:
Page Label: G0.3 GENERAL INFORMATION / EGRESS
PLAN
Provide the full installation
instructions from the Gypsum
Manual for WP 1072, WP 3510,
WP 6800, FC3510 in the plan
set for reference at inspection.
NEW ACCESSIBLE ENTRANCE
MAX TRAVEL DISTANCE: 57'
1231 / 40SF / OCC= 31 OCC
DELAYED EGRESS DOOR. PROVIDE WEATHER PROOF SIGNAGE: PUSH UNTIL ALARM SOUNDS, DOOR CAN BE OPENED IN 15 SECONDS
FEC
FEC
AX TRAVEL DISTANCE: 115'
EC FEC
FECFEC
FEC
FEC
MAX TRAVEL DISTANCE: 125'
FEC
LEGEND
FEC
EGRESS PATHEGRESS DOOR WITH EXIT SIGNAGE
FIRE EXTINGUISHER CABINETEXIT SIGNAGE, RE: ELEC
TRAVEL DISTANCEBUILDING DIAGONAL DISTANCESIGNAGE: EMERGENCY EXIT ONLY, ALARM WILL SOUND UNLESS ACTIVATED BY KEY CARD
WALL TYPES X
A
TYPE GRAPHIC REPRESENTATION FIRE RATING
NA5/8" GWB5 1/2" WD STUDS AT 16" OCFULL DEPTH MINERAL WOOL ACOUSTIC INSULATION5/8" GWB6 3/4"
B NA5/8" GWB5 1/2" WD STUDS AT 16" OCFULL DEPTH MINERAL WOOL ACOUSTIC INSULATION3/8" PORCELAIN TILE, 5/8" CTBB / 5/8" MOISTURE RESISTANT GWB ABOVE6 3/4"
C: SECURE WALLS NA1/2" PLYWOOD5 1/2" WD STUDS AT 16" OCFULL DEPTH MINERAL WOOL ACOUSTIC INSULATION1/2" PLYWOOD SHEATHING
RR SIDE 5/8" IMPACT RESISTANT GWB
5/8" IMPACT RESISTANT GWB
D: PLUMB. CHASE WALLS 5 1/2" WD STUDS AT 16" OCFULL DEPTH MINERAL WOOL ACOUSTIC INSULATION3/8" PORCELAIN TILE, 5/8" CTBB / 5/8" MOISTURE RESISTANT GWB
7 3/4"
6 1/8"
RR SIDE
2 1/8"E:
NA
NA
5/8" GWB1 1/2" WD FURRING AT 16" OCFULL DEPTH MINERAL WOOL ACOUSTIC INSULATION
PUBLIC
SECURE
F: ACOUSTIC ISOLATION NA
5/8" GWB5 1/2" STAGGERED WD STUDS AT 8" OC
FULL DEPTH MINERAL WOOL ACOUSTIC INSULATION RUNNING CONTINUOUSLY IN BETWEEN STUDS5/8" GWB
7 3/4"1" SPACE IN BETWEEN STUDS AND GWB, BOTH SIDES
G: MASONRY INFILL NAMASONRY INFILL, RE: STRUCT.WD STUD S AT 16"O.C., ADJUST FURRING TO PROVIDE FLUSH FINISH
5/8" IMPACT RESISTANT GWB
5/8" IMPACT RESISTANT GWB
VARIES
WD STUD S AT 16"O.C., ADJUST FURRING TO PROVIDE FLUSH FINISH
H: SHAFT WALLGA FILE #:WP 6800
1" X 24" PROPRIETARY TYPE X GYPSUM PANELS INSERTED BETWEEN 2 1/2" FLOOR AND CEILING RUNNERS WITH T SECTION OF 2 1/2" STEEL C-T STUDS BETWEEN PANELSONE LAYER 5/8' PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED PARALLEL TO STUDS WITH 1" TYPE S DRYWALL SCREWS 12" O.C.
3 1/8"1HR
5 1/4"I: DATA CABINET WALL NA
5/8" GWB1/2" PLYWD SHEATHINGFULL DEPTH MINERAL WOOL ACOUSTIC INSULATIONDATA
SECURE
5/8" GWB3 1/2" WD STUDS AT 16" OC
GENERAL: GENERAL ALL WALL TYPES, GWB BD TO EXTEND TO STRUCTURE
NOTE: WHERE (1) HR FIRE RATING IS REQUIRED STEEL FRAMING GA FILE: WP1072WOOD FRAMING GA FILE: WP3510
1. DO NOT SCALE DRAWINGS2. ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES.3. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. ALL DIMENSIONS INDICATING REQUIRED CLEARANCES ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM OR HERSELF WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCY WITHIN THE CONTRACT DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION.5. SHOULD THERE BE ANY QUESTIONS CONCERNING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF WORK, SCHEDULE, AND DEADLINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADVISING THE ARCHITECT OF ALL ITEMS REQUIRING A LONG LEAD TIME UPON NOTICE TO PROCEED THAT WILL AFFECT THE SCHEDULE, AND SHALL SUBMIT ORDER CONFIRMATIONS AND DELIVERY DATES FOR THE ITEMS IN QUESTION TO THE OWNER.7. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH TO THE OWNER ALL WARRANTIES AND GUARANTEES REQUIRED AT THE CONCLUSION OF THE PROJECT.8. ALL CONTRACTOR OR SUPPLIER REQUESTS FOR SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT WITHIN 14 DAYS OF NOTICE TO PROCEED, AND BE ACCOMPANIED WITH THE ALTERNATIVE PRODUCT INFORMATION. SUBSTITUTIONS WILL BE CONSIDERED ONLY IF IT DOES NOT SACRIFICE QUALITY, APPEARANCE, DELIVERY TIME, OR FUNCTION.9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HOOK UPS / UTILITY CONNECTIONS, ETC. TO TEMPORARY TRAILERS.
GENERAL NOTES
CEILING TYPES X
TYPE GRAPHIC REPRESENTATION FIRE RATING
GARDEN LEVEL CEILING ASSEMBLYGA FILE # 5310
ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO RIGID FURRING CHANNELS 24" O.C. WITH 1" TYPE S DRYWALL SCREWS 12 O.C. GYPSUM BOARD END JOINTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED TO ADDITIONAL PIECES OF CHANNEL 60" LONG WITH SCREWS 12" O.C. RIGID FURRING CHANNELS APPLIED AT RIGHT ANGLES TO 4 X 10 OR DOUBLE 2 X 10 WOOD JOISTS 48" O.C. WITH TWO 1 1/4" TYPE S DRYWALL SCREWS AT EACH JOIST. WOOD JOISTS SUPPORTING 1 1/8" T &G PLYWOOD FLOOR.
1 5/8"1HR
Project NumberDateDrawn byChecked by
Anderson HallasArchitects, PCARCHITECTUREHISTORIC PRESERVATION
COPYRIGHT 2019ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF:ANDERSON HALLAS ARCHITECTS, P.C.
PLANNING
Issue
715 FOURTEENTH STREETGOLDEN, COLORADO 80401(303) 278-4378FAX (303) 278-0521
Scale AS NOTED
G0.3
GENERALINFORMATION /EGRESS PLAN
2017910
PITKIN COUNTY
COURTHOUSE REMODEL
PITKIN COUNTY, CO
5/2/19LWBRAS/NAA
506 E Main St St 300, Aspen, CO 81611
PERMIT
1/16" = 1'-0"1GARDEN LEVEL EGRESS PLAN6" = 1'-0"AIN LEVEL EGRESS PLAN
16" = 1'-0"ECOND LEVEL EGRESS PLAN
DRAWINGS BASED ON FLOOR PLANS PROVIDED BY PITKIN COUNTY. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DEVIATIONS FROM ACTUAL FIELD CONDITIONS, PRIOR TO COMMENCING WITH WORK.
10.10.12 DIRECTION OF SWING PIVOT OR SIDE-HINGED SWINGING DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A ROOM OR AREA CONTAINING AN OCCUPANCY LOAD OF 50 OR MORE PERSONS.
119'-10"/3 = 39'-11"
45'-5"
119'-10"/3 = 39'-11"
52'-11"119'-10"/3 = 39'-11"
59'-10"
No. Description Date1 ADDENDUM 01 4/26/20193 ADDENDUM 03 6/12/2019
3
1
Provide the full installationinstructions from the GypsumManual for WP 1072, WP3510, WP 6800, FC3510 in theplan set for reference atinspection.
08/21/2019