H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
project
UNIVERSITY OF COLORADO AT
COLORADO SPRINGS
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
Sol Chavez, & Associates, Inc.
UCCS LOBBY
RENOVATION
UNIVERSITY CENTER
1st FLOOR RENOVATIONS
associated with
architect
CONSTRUCTION DOCUMENTS
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
MIKE RICHARDSON, PROJECT ARCHITECT
JEFF FINN, ARCHITECTURAL INTERN
102 EAST MORENO AVE
COLORADO SPRINGS, COLORADO 80903
719.473.7063
MIKE.RICHARDSON@HBAA.COM
JEFF.FINN@HBAA.COM
MIKE GAINES, P.E.
115 S WEBER STREET, SUITE 101
COLORADO SPRINGS, COLORADO 80903
719.635.4473
MG@MGASE.COM
SENGER DESIGN GROUP, INC.
SPECIFICATIONS BY DESIGN
CINDY SENGER, PRINCIPAL
JOCELYN DOWNING, INTERIOR DESIGNER
523 SOUTH CASCADE AVE, SUITE B
COLORADO SPRINGS, COLORADO 80903
719.522.1520
CSENGER@SENGERDESIGNGROUP.COM
JDOWNING@SENGERDESIGNGROUP.COM
RACHEL DUGSTAD
1410 GRAND STREET SUITE 8203
DENVER, COLORADO 80203
303.320.9387
RACHEL@SPECBYDESIGN.COM
I-101
I-102
I-103
I-104
I-105
I-400
I-401
I-402
SECTOR A - FINISH PLAN
SECTOR B - FINISH PLAN
SECTOR C - FINISH PLAN
SECTOR D - FINISH PLAN
INTERIOR FINISH SPECS
INTERIOR ELEVATIONS & DETAILS
INTERIOR ELEVATIONS
INTERIOR SECTIONS
S-100
S-101
GENERAL NOTES
FOUNDATION & ROOF FRAMING PLAN
E-001
E-002
E-102
E-103
E-104
E-105
E-202
E-203
E-204
E-205
ELECTRICAL DIAGRAM, SCHEDULES, AND LEGEND
ELECTRICAL SHEDULES
ELECTRICAL FIRST FLOOR SECTOR B - DEMO
ELECTRICAL FIRST FLOOR SECTOR C - DEMO
ELECTRICAL FIRST FLOOR SECTOR D - DEMO
ELECTRICAL FIRST FLOOR SECTOR E - DEMO
ELECTRICAL FIRST FLOOR SECTOR B - NEW WORK
ELECTRICAL FIRST FLOOR SECTOR C - NEW WORK
ELECTRICAL FIRST FLOOR SECTOR D - NEW WORK
ELECTRICAL FIRST FLOOR SECTOR E - NEW WORK
seal
MGA STRUCTURAL
ENGINEERING
issue / revision
100% CD'S
date:
3.2.2011
100% REVIEW SET 2.25.2011
DD PROGRESS
1.13.2011
issue / revision
HB&A
OVERALL DEMOLITION PLAN & NOTES
COMPOSITE FLOOR PLAN / PHASING / CONTRACTOR STAGING AREA
PROPOSED FLOOR PLAN & NOTES - SECTOR A
PROPOSED FLOOR PLAN & NOTES - SECTOR B
PROPOSED FLOOR PLAN & NOTES - SECTOR C
PROPOSED FLOOR PLAN & NOTES - SECTOR D
PROPOSED FLOOR PLAN & NOTES - SECTOR E
PROPOSED REFLECTED CEILING PLAN - SECTOR A
PROPOSED REFLECTED CEILING PLAN - SECTOR B
PROPOSED REFLECTED CEILING PLAN - SECTOR C
PROPOSED REFLECTED CEILING PLAN - SECTOR D
PROPOSED REFLECTED CEILING PLAN - SECTOR E
BUILDING ELEVATIONS & WALL SECTIONS
INTERIOR ELEVATIONS, DETAILS, AND DOOR SCHEDULE
ENLARGED STAIR PLANS & STAIR SECTIONS
SIGN TYPES AND INTERIOR DETAILS
PLAN AND ROOFING DETAILS
WINDOW SCHEDULE & DETAILS
job #
COY J BRANDENBURG, PRINCIPAL
JOSH AYERS
119 WEST CUCHARRAS STREET
COLORADO SPRINGS, COLORADO 80903
719.636.0021
COY@SOLCHAVEZPE.COM
JOSH@SOLCHAVEZPE.COM
AD-100
A-100
A-101
A-102
A-103
A-104
A-105
A-201
A-202
A-203
A-204
A-205
A-400
A-600
A-601
A-602
A-700
A-800
215-03
drawn
CAROLYN FOX, UNIVERSITY ARCHITECT
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, COLORADO 80918
719.255.3588
CFOX3@UCCS.EDU
COVER SHEET
EXISTING/PROPOSED CODE PLAN
JAF , ADO
chkd
SOL CHAVEZ &
ASSOCIATES, INC.
G-001
G-002
MR
COVER
SHEET
description
UCCS AUXILIARY
FACILITY/SERVICES
SHEET INDEX
G-001
number
VICINITY MAP
FOR CONSTRUCTION
PROJECT TEAM
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
architect
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
CODE ANALYSIS
3/2/2011
Sol Chavez, & Associates, Inc.
seal
project
UCCS LOBBY
RENOVATION
CONTRACTOR TO MAINTAIN EXISTING FIRE
RATINGS AT ALL WALL AND DOOR
ASSEMBLIES, PER EXISTING CODE PLAN.
OCCUPANCY CLASSIFICATION AND BUILDING
USE ARE NOT BEING ALTERED IN ANY WAY.
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
associated with
THIS DRAWING IS THE EXISTING CODE
ANALYSIS FROM THE RENOVATION BID SET
DATED 1-15-1999. THESE DRAWINGS WERE
PROVIDED BY UCCS AS REFERENCE
DRAWINGS AND ARE USED FOR REFERENCE
ONLY.
issue / revision
100% CD'S
date:
3.2.2011
100% REVIEW SET 2.25.2011
1.13.2011
job #
215-03
drawn
JAF , ADO
chkd
issue / revision
DD PROGRESS
MR
description
G-002
number
FOR CONSTRUCTION
EXISTING
CODE PLAN
GENERAL
DEMOLITION NOTES
G1
G1
1
2
DEMO AND REMOVE ALL EXISTING FLOOR MATERIAL, WALL BASE
AND CORNER GUARDS ASSOCIATED WITH AREA OF WORK UNLESS
NOTED OTHERWISE.
H B & A, L L C
UP
3
G3
CONTRACTOR TO REMOVE ALL EXISTING CASEWORK AND
EXISTING GYP. SOFFIT ASSOCIATED WITH EXISTING RECEPTION
DESK. REFER TO NEW REFLECTED CEILING PLAN FOR EXTENT OF
NEW WORK ASSOCIATED WITH CEILING IN THIS LOCATION.
COORDINATE WITH OWNER ITEMS TO BE REMOVED, CLEANED AND
RETURNED TO OWNER.
2
2
3
3
3
2
G1
4
3
3
G1
G4
DEMO AND REMOVE PORTIONS OF EXISTING CEILING. REFER TO
PROPOSED REFLECTED CEILING PLANS FOR EXTENT OF WORK.
G5
CONTRACTOR TO PROVIDE TEMPORARY LOCKABLE SECURITY
AT EACH ROOM WHERE DOOR HAS BEEN REMOVED FOR
REFURBISHING. CONTRACTOR MAY UTILIZE DOORS FROM
DEMOLISHED STORAGE ROOMS FOR TEMPORARY PLACEMENT
AT RENOVATION AREA OR PROVIDE OTHER TEMPORARY MEANS
OF SECURITY.
ABOVE
G1
3
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
2
OWNER TO REMOVE FURNITURE, FIXTURES AND EQUIPMENT PRIOR
TO CONTRACTOR MOBILIZATION.
associated with
G1
G2
Sol Chavez, & Associates, Inc.
9
DEMOLITION LEGEND
3
G1
5
DEMO AND REMOVAL OF EXISTING
BUILDING COMPONENT OR
MATERIAL
5
G1
UCCS LOBBY
RENOVATION
4
6
G1 G2
NO WORK IN HATCHED AREAS
20
4
8
9
4
G1
G1
ABOVE
UP
11
9
5
14
UP
8
8
14
REMOVE EXISTING DISPLAY CASE AND ALL ASSOCIATED
COMPONENTS. RESTAIN AND STORE FOR REINSTALLATION.
2
REMOVE AND SALVAGE EXISTING ROOM SIGNAGE, SOME SIGNS
(ELEVATOR, FIRE EVACUATION) WILL BE REUSED IN SAME
LOCATION, COORDINATE WITH ARCHITECT.
3
REMOVE EXISTING DOOR FROM FRAME. REFER TO DOOR
SCHEDULE FOR EXTENT OF WORK. REMOVE ANY VINYL LETTERING
AS REQUIRED.
4
DEMO AND REMOVE EXISTING EXIT SIGNAGE. EXISTING WIRING TO
REMAIN.
5
DEMO AND REMOVE EXISTING DOOR, FRAME AND ALL
ASSOCIATED HARDWARE. LABEL, PROTECT AND STORE DOOR ON
SITE FOR FUTURE REUSE. REFER TO DOOR SCHEDULE FOR EXTENT
OF WORK ASSOCIATED WITH THE DOOR.
6
DEMO AND REMOVE EXISTING WALL AND BASE.
7
DEMO AND REMOVE EXISTING FRP WAINSCOT, CORNER GUARDS
ON ALL SURFACES OF COLUMN.
8
REMOVE EXISTING BULLETIN BOARD AND ALL ASSOCIATED
HARDWARE. RESTAIN AND STORE FOR REINSTALLATION.
2
2
9
2
9
10
G3
19
21
9
ABOVE
7
ABOVE
2
G1 G2
G1
ABOVE
FLOOR TO REMAIN
G1 G2 G4
2
7
4
G1
ABOVE
FLOOR TO REMAIN
2
11
8
3
8
9
1
12
13
ABOVE
UP
9
15
DN
2
5
issue / revision
DEMO AND REMOVE EXISTING BUILDING SIGNAGE.
100% CD'S
10
DEMO AND REMOVE EXISTING COLUMN COVER.
11
DEMO AND REMOVE EXISTING LAMINATE FLOORING (SHOWN
DASHED)
12
REMOVE EXISTING FLAT SCREEN TV AND ALL ASSOCIATED
MOUNTING HARDWARE. PROTECT AND STORE TV IN A SECURE
LOCATION THROUGHOUT CONSTRUCTION. REFER TO INTERIOR
DRAWINGS FOR NEW LOCATION.
issue / revision
ABOVE
1
seal
13
DEMOLITION KEY NOTES
7
8
project
ABOVE
ABOVE
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
3
13
REMOVE EXISTING HAND SANITIZER DISPENSER. CLEAN AND STORE
FOR REINSTALLATION.
14
DEMO AND REMOVE EXISTING WINDOW AND FRAME.
15
REMOVE AND RELOCATE EXISTING FIRE DEPARTMENT BUILDING
MAP. MAP MUST REMAIN VISIBLE AND ADJACENT TO THE FIRE
DEPARTMENT CONTROL PANEL DURING CONSTRUCTION. REFER TO
INTERIOR DRAWINGS FOR NEW LOCATIONS.
16
REMOVE EXISTING PAPER DISTRIBUTION RACK AND STORE FOR
REINSTALLATION.
17
REMOVE EXISTING QUILT ROD AND BRACKETS, STORE FOR
REINSTALLATION.
18
REMOVE EXISTING BIKE RACK AND STORE FOR REINSTALLATION.
19
DEMO GYP. BD. BOX BEAM AS REQUIRED FOR MOUNTING OF NEW
DIRECTORY SUPPORT POSTS AND NEW ELECTRICAL/ DATA CONDUIT.
20
REMOVE TV'S AND BRACKETS, SALVAGE AND DELIVER TO OWNER.
21
REMOVE LIGHT FIXTURE AND INSTALL IN NEW LOCATION RE: ELEC.
22
APPROXIMATE LOCATION OF CONCRETE TO BE DEMOLISHED,
SHOWN DASHED. COORDINATE WITH ARCHITECTURAL SHEETS.
23
RELOCATE EXISTING IRRIGATION CONTROLS, BACKFLOW
PREVENTER, LINES, HEADS ETC, TO APPROPRIATE LOCATION.
date:
3.2.2011
100% REVIEW SET 2.25.2011
DD PROGRESS
1.13.2011
G1
3
G1 G4
15
5
4
14
ABOVE
14
10
5
3
2
2
4
23
18
ABOVE
NORTH
1
AD-100
22
FIRST FLOOR - DEMOLITION PLAN
1/16" = 1'-0"
job #
G1 G2 G4
215-03
drawn
2
JAF , ADO
chkd
17
MR
OVERALL
DEMO
FLOOR PLAN
description
2
AD-100
number
3
FOR CONSTRUCTION
8
GENERAL NOTES
PROSPECTIVE BIDDERS MUST EXAMINE THE CONTRACT DOCUMENTS (DRAWINGS
AND SPECIFICATIONS) CAREFULLY AND, BEFORE BIDDING, MUST REQUEST
CLARIFICATION IN WRITING AT LEAST 5 BUSINESS DAYS PRIOR TO THE TIME SET
FOR OPENING THE BIDS. RESPONSES WILL BE POSTED ELECTRONICALLY IN AN
ADDENDUM TO THE CONTRACT, AND WHICH WILL ALSO BE POSTED AT THE
PLACE WHERE THE CONTRACT DOCUMENTS ARE AVAILABLE FOR INSPECTION BY
PROSPECTIVE BIDDERS. UPON SUCH POSTING, SUCH ADDENDUM SHALL BECOME
A PART OF THE CONTRACT DOCUMENTS, AND BINDING ON ALL BIDDERS. WHERE
CLARIFICATIONS ARE NOT MADE PRIOR TO BIDDING THE CONTRACTOR SHALL
PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK WITH NO COST
TO THE OWNER.
B
CONTRACTOR STAGING AREAS, PROTECT
WALLS, FLOORS AND GLAZING AS
NECESSARY. PROVIDE DUST CONTROL
MEASURES. STAINING AND ANY OTHER
ODOR PRODUCING ACTIVITIES MUST BE
CONDUCTED OUTDOORS OR AT
CONTRACTORS SHOP.
UP
C
3
DIMENSIONS SHOWN ARE TO FACE OF FOUNDATION WALL, FACE OF MASONRY,
FACE OF STUD UNLESS OTHERWISE INDICATED. ALL DIMENSIONS MUST BE
VERIFIED BY CONTRACTOR TO CONFORM TO EXISTING CONDITIONS.
4
ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS OTHERWISE NOTED.
5
SITE PLAN DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
6
NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND
CONTRADICTORY TO THESE DRAWINGS.
7
CONTRACTOR SHALL HAVE ONE STAMPED PERMIT SET OF DRAWINGS AND
SPECIFICATIONS ON SITE AT ALL TIMES.
8
WATER RESISTANT (GREEN) GYP. BD. SHALL BE USED WITHIN 5' OF ANY WATER
SOURCE OR EXTERIOR AREAS
9
THE CONTRACT DOCUMENTS INCLUDE THE DRAWINGS AND SPECIFICATIONS AS
ONE COMPLETE PACKAGE. IF THE CONTRACTOR CHOOSES TO SPLIT APART THE
DRAWINGS OR SPECIFICATIONS DURING BIDDING TO PROCURE BIDS FROM SUBS
HE SHALL BE RESPONSIBLE FOR COORDINATION WITH OTHER WORK SHOWN ON
OTHER DRAWING SHEETS OR SPECIFICATION SECTIONS. IN NO WAY SHALL THIS
RELIEVE THE SUB OR GENERAL CONTRACTOR FROM HIS RESPONSIBILITY TO
PROVIDE ITEMS DESIGNATED ELSEWHERE.
10
ALL MEANS OF EGRESS SHALL BE OPEN AND OPERATIONAL DURING
CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK OR OBSTRUCT HALLWAYS,
STAIRS, DOORS, ETC. FOR DURATION OF PROJECT.
11
UNIVERSITY CENTER WILL REMAIN OPEN AND OPERATIONAL DURING
CONSTRUCTION. CONTRACTOR TO COORDINATE WORK WITH FACILITY
MANAGER DURING EACH STAGE OF THE PROJECT TO ENSURE INDIVIDUAL
OCCUPANTS HAVE ACCESS TO OFFICE SPACE.
12
CONTRACTOR TO COORDINATE SECURITY MEASURES NECESSARY AT EACH
AREA WHEN THE DOORS ARE REMOVED FOR RE-STAINING. PROVIDE
LOCKABLE TEMPORARY DOOR OR ENCLOSURE METHOD. REFER ALSO
DEMOLITION GENERAL NOTES.
13
CONTRACTOR TO PROVIDE DUST PROTECTION OF ADJACENT SPACES
DURING EACH PHASE OF THE PROJECT.
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
Sol Chavez, & Associates, Inc.
project
UP
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
UCCS LOBBY
RENOVATION
UP
H B & A, L L C
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
2
architect
DO NOT SCALE DRAWINGS.
associated with
A
1
seal
D
issue / revision
100% CD'S
SECONDARY
CONTRACTOR
ACCESS
UP
DN
4
NORTH
1
A-100
COMPOSITE PLAN
1/16" = 1'-0"
0
8'
16'
32'
CONTRACTOR TO COORDINATE WITH FACILITY MANAGER FOR
VARIOUS BUILDING OCCUPANT SCHEDULES AND ACTIVITIES
PRIOR TO ANY DEMOLITION OR NEW WORK.
1.13.2011
issue / revision
job #
drawn
CONTRACTOR
RESPONSIBLE FOR
REPLACING DAMAGED
LANDSCAPING DURING
CONSTRUCTION.
chkd
EXTERIOR WORK TO BE COMPLETED BY JULY 15TH, 2011.
JAF , ADO
MR
description
3
215-03
COMPOSITE
PLAN/
PHASING/
CONTRACTOR
STAGING
A-100
number
PRIMARY
CONTRACTOR
ACCESS
2
ALL WORK IN SECTOR C TO BE COMPLETED PRIOR TO WORK IN
OTHER AREAS. MAY 14TH, 2011 IS THE FINAL COMPLETION DATE
FOR SECTOR C.
OTHER INTERIOR WORK TO BE COMPLETED BY JUNE 30TH, 2011
CONTRACTOR STAGING AREAS
FOR CONSTRUCTION
SCHED. / PHASING
1
3.2.2011
100% REVIEW SET 2.25.2011
DD PROGRESS
E
date:
GENERAL NOTES
101
B
3.
PAINT ALL EXISTING WALLS IN HALLWAYS. REFER
TO INTERIOR DRAWINGS FOR PAINT
SPECIFICATIONS AND EXTENT OF PAINT TYPES.
4.
PATCH AND REPAIR EXISTING FLOOR TO
ENSURE A LEVEL SURFACE PRIOR TOINSTALLING
NEW FLOORING MATERIAL.
5.
101
A
ELEVATOR
LOBBY
101
PATCH AND REPAIR EXISTING GYP BD
PARTITIONS AND WALLS IN HALLWAYS AS
REQ'D.
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
UP
C
UP
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
D
UP
DN
E
PAINT AROUND EXISTING ELECTRONIC
DEVICES THAT STAY IN PLACE (I.E. HORN/
STROBES, SWITCHES, THERMOSTATS, ETC.);
PLUS ANY OTHER ITEMS THAT ARE NOT
REMOVED (I.E. ART RAIL, MAILBOX, DOOR
STOPS, FIRE EXTINGUISHER/ HOSE CABINETS).
Sol Chavez, & Associates, Inc.
VESTIBULE
UCCS LOBBY
RENOVATION
102
UP
102
project
SIGN TYPE D
(STAIRS)
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
NO WORK IN HATCHED
AREAS
B
architect
2.
H B & A, L L C
DEMO AND REPLACE ALL CARPET IN
CORRIDORS. REFER TO INTERIOR DRAWINGS
FOR CARPET SPECIFICATIONS
associated with
1.
A
UP
NO WORK IN HATCHED
AREAS
seal
NO WORK IN
HATCHED
AREAS
issue / revision
100% CD'S
date:
3.2.2011
100% REVIEW SET 2.25.2011
104
E
104
A
SIGN TYPE A
(CONF. ROOM 116A)
issue / revision
job #
A
B
215-03
drawn
SIGN TYPE A
(CONF. ROOM 126)
104
JAF , ADO
chkd
A
B
HALLWAY
MR
HALLWAY
SIGN TYPE A
(CONF. ROOM 116B)
PROPOSED
FLOOR PLAN
SECTOR A
105
NO WORK IN HATCHED
AREAS
NORTH
1
A-101
FIRST FLOOR PLAN - SECTOR A
1/4" = 1'-0"
0
2'
4'
8'
description
103
NO WORK IN HATCHED
AREAS
A-101
number
HALLWAY
SIGN TYPE A
(CONF. ROOM 124)
SIGN TYPE A
(CONF. ROOM 122)
1.13.2011
104
F
FOR CONSTRUCTION
104
B
SIGN TYPE D
(STORAGE)
DD PROGRESS
104
D
104
C
A
B
A
B
104
E
104
A
A
UP
B
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
UP
UP
102 EAST MORENO
AVENUE
UP
DN
105
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
D
NO WORK IN HATCHED
AREAS
HALLWAY
C
associated with
E
NO WORK IN HATCHED
AREAS
SIGN TYPE A
(CONF. ROOM)
HALLWAY
MAINTAIN 1 HR FIRE
RATING
106
C
1' - 0"
106
A
1' - 6"
PATCH AND REPAIR EXISTING
WALL FINISH AS REQ'D.
REFER TO INTERIOR
DRAWINGS FOR MORE
INFORMATION ABOUT NEW
WORK
103
PAINTED TEXT
GRAPHIC RE:INTERIOR
SHEETS
PAINT AROUND ART RAIL
ENTIRE LENGTH OF WALL.
PATCH AND REPAIR EXISTING
GYP BD PARTITIONS AND WALLS
IN HALLWAYS AS REQ'D.
3.
PAINT ALL EXISTING WALLS IN
HALLWAYS ## - ##. REFER TO
INTERIOR DRAWINGS FOR PAINT
SPECIFICATIONS AND EXTENT OF
PAINT TYPES.
4.
PATCH AND REPAIR EXISTING
FLOOR TO ENSURE A LEVEL
SURFACE PRIOR TO INSTALLING
NEW FLOORING MATERIAL.
5.
PAINT AROUND EXISTING
ELECTRONIC DEVICES THAT STAY
IN PLACE (I.E. HORN/ STROBES,
SWITCHES, THERMOSTATS, ETC.);
PLUS ANY OTHER ITEMS THAT
ARE NOT REMOVED (I.E. ART
RAIL, MAILBOX, DOOR STOPS,
FIRE EXTINGUISHER/ HOSE
CABINETS).
106
SIGN TYPE A
(CONF. ROOM 116B)
SIGN TYPE A
(CONF. ROOM 116A)
2.
NEW FURR OUT:
3 5/8" STUD PARTITION WITH 1
LAYER OF 5/8" GYP BD ON
OUTSIDE OF STUDS
NEW WALL:
INFILL 3 5/8" STUD PARTITION
WITH 1 LAYER OF 5/8" GYP
BD ON BOTH SIDES
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
106
B
DEMO AND REPLACE ALL
CARPET IN CORRIDORS. REFER
TO INTERIOR DRAWINGS FOR
CARPET SPECIFICATIONS
project
105
103
A
1.
106
D
UCCS LOBBY
RENOVATION
GENERAL NOTES
SIGN TYPE D
(KITCHEN)
HALLWAY
Sol Chavez, & Associates, Inc.
GAMING
seal
107
issue / revision
PATCH AND REPAIR EXISTING
COLUMN FINISHES AS REQ'D.
REFER TO INTERIOR
DRAWINGS FOR MORE
INFORMATION ABOUT NEW
WORK
100% REVIEW SET 2.25.2011
DD PROGRESS
PROTECT EXISTING BASE BOARD
HEATERS DURING CONSTRUCTION. CLEAN
PRIOR TO FINAL TURNOVER.
job #
JAF , ADO
MR
B
C
STORAGE
119
1.13.2011
PROPOSED
FLOOR PLAN
SECTOR B
1
A-102
FIST FLOOR PLAN - SECTOR B
1/4" = 1'-0"
0
2'
4'
8'
description
NORTH
A-102
number
119
FOR CONSTRUCTION
108
drawn
NO WORK IN HATCHED
AREAS
HALLWAY
215-03
chkd
EXISTING BULLETIN
BOARD. REMOVE AND
STAIN, AND REPLACE
IN SAME LOCATION
B
C
3.2.2011
issue / revision
NO WORK IN HATCHED
AREAS
100% CD'S
date:
4' - 9"
A
UP
B
STORAGE
C
PAINTED TEXT GRAPHIC
RE: INTERIOR SHEETS
C
119
109
A
109
B
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
ATM
UP
102 EAST MORENO
AVENUE
C
UP
D
109
UP
DN
SIGN TYPE D
(STORAGE)
E
HALLWAY
109D
108
10' - 2"
associated with
109
C
architect
RESTROOM
HALLWAY
NEW WALL:
3 5/8" STUD PARTITION TO
STRUCTURE ABOVE; 1 LAYER OF
5/8" GYP BD ON OUTSIDE OF
STUDS TO 6" ABOVE CEILING.
UP
1' - 0"
NO WORK IN HATCHED
AREAS
PATCH AND REPAIR EXISTING
WALL FINISH AS REQ'D.
115
A
INFO DESK
13
A-600
114
SIGN TYPE D
(STORAGE)
PAINTED TEXT
GRAPHIC RE:
INTERIOR SHEETS
3.
PAINT ALL EXISTING WALLS IN HALLWAYS ## - ##.
REFER TO INTERIOR DRAWINGS FOR PAINT
SPECIFICATIONS AND EXTENT OF PAINT TYPES.
4.
PATCH AND REPAIR EXISTING FLOOR TO
ENSURE A LEVEL SURFACE PRIOR TO
INSTALLING NEW FLOORING MATERIAL.
5.
PAINT AROUND EXISTING ELECTRONIC DEVICES
THAT STAY IN PLACE (I.E. HORN/ STROBES,
SWITCHES, THERMOSTATS, ETC.); PLUS ANY
OTHER ITEMS THAT ARE NOT REMOVED (I.E.
ART RAIL, MAILBOX, DOOR STOPS, FIRE
EXTINGUISHER/ HOSE CABINETS).
5' - 3"
5' - 3"
EQ. EQ.
BUILDING DIRECTORY LCD
DISPLAY AND DIVIDER WALL
ASSEMBLY, CENTER ON BEAM
ABOVE. RE: SEE INTERIORS
SHEETS FOR DETAILS.
108
SIGN TYPE D
(STAIR)
LOBBY
114
110
EXISTING COLUMN
112
7
A-602
WALL MOUNTED ELECTRONIC LCD
DISPLAY. REINSTALL IN SAME LOCATION
AFTER PAINTING WALL.
NEW OVERHEAD SOFFIT.
REFER TO RCP FOR MORE
INFORMATION
PROTECT EXISTING BASE
BOARD HEATERS DURING
CONSTRUCTION. CLEAN
PRIOR TO FINAL TURNOVER.
issue / revision
100% CD'S
3.2.2011
100% REVIEW SET 2.25.2011
DD PROGRESS
8
A-602
RELOCATED
FIRE MAP
date:
1.13.2011
issue / revision
HALLWAY
NEW WALL:
3 5/8" STUD PARTITION TO
STRUCTURE ABOVE WITH 1
LAYER OF 5/8" GYP BD ON
OUTSIDE OF STUDS. SEE
INTERIOR SHEETS FOR FINISH.
seal
SIGN TYPE D
(AUXILIARY SERVICES)
NEW OVERHEAD
SOFFIT. REFER TO RCP
FOR MORE
INFORMATION
EXISTING FIRE
DEPARTMENT VALVE
BOX. PAINT TO MATCH
WALL.
PATCH AND REPAIR EXISTING GYP BD
PARTITIONS AND WALLS IN AREAS OF
CONSTRUCTION AS REQ'D.
HALLWAY
NEW OVERHEAD SOFFIT.
REFER TO RCP FOR MORE
INFORMATION
NEW DOOR SURROUNDS, 3
5/8" STUD W/ 5/8" GYP. BD.
ON ONE SIDE. RE: DETAILS
AND DOOR ELEVATIONS
2.
SIGN TYPE D
(EXIT)
19
A-600
112
job #
16
A-600
PROVIDE NEW ROUND
PAINTABLE PVC
COLUMN WRAP
NEW CIRCULATION DESK RE:
INTERIOR SHEETS
20
A-600
115
B
NEW DOOR SURROUNDS, 3 5/8" STUD W/
5/8" GYP. BD. ON ONE SIDE. RE: DETAILS,
DOOR ELEVATIONS, AND INTERIOR SHEETS
FOR PAINTED TEXT GRAPHIC
DEMO AND REPLACE ALL CARPET IN
CORRIDORS, HALLWAYS AND GAMING
LOUNGE AREAS. REFER TO INTERIOR
DRAWINGS FOR CARPET SPECIFICATIONS
215-03
drawn
EXISTING
MAILBOX TO
REMAIN
SIGN TYPE B
(BOOKSTORE 107)
1.
NEW OVERHEAD SOFFIT.
REFER TO RCP FOR MORE
INFORMATION
CART
STORAGE
115
PROVIDE PLYWOOD
BACKING IN WALL AS
REQUIRED FOR NEW
COUNTER
project
AUXILARY
SERVICES
ENTRY
GENERAL NOTES
113
5' - 11"
Sol Chavez, & Associates, Inc.
UCCS LOBBY
RENOVATION
8' - 8 1/4"
6' - 0 1/2"
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
SIGN TYPE C
(RESTROOM)
H B & A, L L C
NO WORK IN HATCHED
AREAS
4' - 4 1/2"
NEW WALL:
3 5/8" STUD WALL TO
STRUCTURE ABOVE WITH 1
LAYER OF 5/8" GYP BD
ON BOTH SIDES
B
JAF , ADO
chkd
D
B
119
MR
SIGN TYPE B
(ROAR OFFICE)
PROPOSED
FLOOR PLAN
SECTOR C
MAIN ENTRY
VESTIBULE
NORTH
D
C
1
A-103
FIRST FLOOR PLAN - SECTOR C
1/4" = 1'-0"
0
2'
4'
8'
description
A-103
number
NO WORK IN HATCHED
AREAS
FOR CONSTRUCTION
111
D C
A
UP
B
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
UP
C
UP
102 EAST MORENO
AVENUE
architect
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
NO WORK IN HATCHED
AREAS
Sol Chavez, & Associates, Inc.
21
A-600
5
116
A
A-602
DEMO AND REPLACE ALL CARPET IN
CORRIDORS, HALLWAYS AND GAMING
LOUNGE AREAS. REFER TO INTERIOR
DRAWINGS FOR CARPET SPECIFICATIONS
2.
PATCH AND REPAIR EXISTING GYP BD
PARTITIONS AND WALLS IN AREAS OF
CONSTRUCTION AS REQ'D.
3.
PAINT ALL EXISTING WALLS IN HALLWAYS.
REFER TO INTERIOR DRAWINGS FOR PAINT
SPECIFICATIONS AND EXTENT OF PAINT TYPES.
4.
PATCH AND REPAIR EXISTING FLOOR TO
ENSURE A LEVEL SURFACE PRIOR TO
INSTALLING NEW FLOORING MATERIAL.
5.
PAINT AROUND EXISTING ELECTRONIC DEVICES
THAT STAY IN PLACE (I.E. HORN/ STROBES,
SWITCHES, THERMOSTATS, ETC.); PLUS ANY
OTHER ITEMS THAT ARE NOT REMOVED (I.E. ART
RAIL, MAILBOX, DOOR STOPS, FIRE
EXTINGUISHER/ HOSE CABINETS).
SIGN TYPE B
(COPY CENTER OFFICE 109)
project
NEW WALL:
3 5/8" STUD PARTITION WITH 1
LAYER OF 5/8" GYP BD ON
BOTH SIDES OF STUDS. RE:
INTERIOR SHEETS FOR FINISH
1.
UCCS LOBBY
RENOVATION
GENERAL NOTES
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
associated with
E
NEW DOOR SURROUNDS, 3
5/8" STUD W/ 5/8" GYP. BD.
ON ONE SIDE. RE: DETAILS,
DOOR ELEVATIONS AND
INTERIOR SHEETS FOR
PAINTED TEXT GRAPHIC
NO WORK IN HATCHED
AREAS
seal
NEW WALL:
3 5/8" STUD PARTITION
WITH 1 LAYER OF 5/8"
GYP BD ON BOTH
SIDES OF STUDS
issue / revision
100% CD'S
date:
3.2.2011
100% REVIEW SET 2.25.2011
HALLWAY
DD PROGRESS
116
1.13.2011
"MOSAIC" QUILT; COORDINATE EXACT
LOCATION WITH OWNER.
HALLWAY
116
ENTRY
VESTIBULE
118
118
A
116
E
NEW OVERHEAD
SOFFIT RE: RCP
FOR MORE DETAILS
NEW DOOR SURROUNDS, 3 5/8" STUD W/ 5/8" GYP.
BD. ON ONE SIDE. RE: DETAILS, DOOR
ELEVATIONS AND INTERIOR SHEETS FOR PAINTED
TEXT GRAPHIC
NEW ART RAIL TO
MATCH EXISTING TYPE
NEW INFILL WALL: 3 5/8" STUD
AND MOUNTING HEIGHT
PARTITION WITH 1 LAYER OF 5/8"
GYP BD ON BOTH SIDES OF STUDS
NEW DOOR SURROUNDS, 3
5/8" STUD W/ 5/8" GYP. BD.
ON ONE SIDE. RE: DETAILS,
DOOR ELEVATIONS, AND
INTERIOR SHEETS FOR
PAINTED TEXT GRAPHIC
E D
NO WORK IN HATCHED
AREAS
job #
drawn
PROPOSED
FLOOR PLAN
SECTOR D
6
A-602
116
B
SIGN TYPE B
(STUDENT ACTIVITIES)
NORTH
116
D
SIGN TYPE B
(COPY CENTER 108)
MR
12
A-600
1
A-104
116
C
SIGN TYPE B
(MOSAIC 110)
JAF , ADO
FIRST FLOOR PLAN - SECTOR D
1/4" = 1'-0"
0
SIGN TYPE B
(SCRIBE 106)
D C
2'
4'
8'
description
CLEAN AND PATCH
EXISTING CONCRETE
COLUMN AS NECESSARY;
PREP FOR NEW PAINT
SIGN TYPE B
(UCCS RADIO STATION)
215-03
A-104
number
117
FOR CONSTRUCTION
HALLWAY
chkd
PROVIDE PLYWOOD BACKING IN WALL FOR
NEW (OWNER PROVIDED) WALL MOUNTED
ELECTRONIC LCD DISPLAY. CONTRACTOR
TO PROVIDE BRACKET FOR 42" SCREEN;
COORDINATE BRACKET SIZE WITH OWNER.
RE: ELECTRICAL
SIGN TYPE D
(EMERGENCY EXIT)
SIGN TYPE D
(EXIT)
issue / revision
117
1
2
3
20' - 6"
2' - 0"
4' - 11 3/4"
E D
18' - 6"
H B & A, L L C
NEW FURRED WALL
COVERING EXISTING BRICK
RE: INTERIOR SHEETS FOR
PAINT COLOR AND GRAPHIC
NO WORK IN HATCHED
AREAS
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
EXISTING DOOR TO REMAIN.
PROTECT DURING
CONSTRUCTION (PAINT
FRAME AND DOOR)
14
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
A-600
118
C
14
100'
118
A
ENTRY
VESTIBULE
118
B
I-401
associated with
NEW BULLETIN BOARD RE: INTERIOR SHEETS
118
EXISTING CONCRETE WALLS,
LANDINGS AND RAMP
TO REMAIN
(SHOWN HATCHED)
RE-INSTALL FIRE MAP
Sol Chavez, & Associates, Inc.
CUT AND REMOVE
RAIL, POSTS, AND
STEEL MESH
PANEL.
SALVAGE FOR
REUSE AT NEW
LOCATION.
4
A-400
NEW LOCATION OF
IRRIGATION CONTROLS
EXISTING CONCRETE
WALLS, LANDINGS AND
RAMP TO REMAIN
(SHOWN HATCHED)
A
3
98' 7"
98' 5"
EXISTING
ELEC. BOX
2
NEW HAND
RAIL
B
PATCH AND REPAIR EXISTING FLOOR TO
ENSURE A LEVEL SURFACE PRIOR TO
INSTALLING NEW FLOORING MATERIAL.
5.
CONTRACTOR TO PROVIDE UTILITY LOCATIONS
AND POT HOLE NEW FOUNDATION AREA TO
CONFIRM THE PRESENCE OF UTILITIES AND
REPORT FINDINGS TO OWNER.
6.
GENERAL CONTRACTOR TO PROTECT EXISTING
LANDSCAPING, IRRIGATION LINES, BACKFLOW,
CONTROLS, PIPING, HEADS, ETC., DURING
CONSTRUCTION.
7.
RELOCATE IRRIGATION HEADS AS NECESSARY
TO MAINTAIN PROPER WATERING COVERAGE.
8.
CONTRACTOR TO PROVIDE SPOT ELEVATIONS
AT EXISTING STAIR, LANDING, AND SIDEWALK
LOCATIONS AND REPORT FINDINGS TO OWNER
AND ARCHITECT. COORDINATE FINAL DESIGN
W/ SHOP DRAWINGS PRIOR TO FABRICATION.
FABRICATE AND WELD NEW PIPE,
RAIL, AND STEEL MESH PANEL
SYSTEM TO MATCH EXISTING. PRIME
AND PAINT TO MATCH EXISTING
EXISTING IRRIGATION
CONTROLS TO BE
RELOCATED TO
TRANSFORMER
ENCLOSURE. SLEEVE
UNDER NEW CONCRETE
SIDEWALK AND STAIR.
CONTRACTOR TO
COORDINATE W/ OWNER
AND PROVIDE SCHEMATIC
PLAN OF IRRIGATION
SYSTEM.
issue / revision
100% CD's
DD PROGRESS
98' 5"
ROOF OVERHANG
(SHOWN DASHED)
98' 7"
1
1' - 8" 1' - 8" 1' - 8" 1' - 8"
A-601
NEW CURB
TO MATCH
EXISTING
00°
45.
MATCH EXISTING
6' - 8"
SLOPE
HANDRAIL ASSEMBLY
95' 5"
10' - 0"
1' - 0"
1' - 0"
1' - 0"
1' - 0"
SLOPE
1' - 0"
4' - 0"
1
2
A-601
EXISTING CONCRETE
NORTH
1
PROPOSED FLOOR PLAN
1/4" = 1'-0"
0
2'
4'
95' 8"
4' - 0"
FIELD VERIFY
A-400
A-105
215 - 03
JAF , ADO
MR
8'
1.13.2011
SECTOR E PROPOSED
FLOOR PLAN
1' - 0"
1' - 0"
1' - 0"
FOR CONSTRUCTION
EXISTING
CURB
3.2.2011
description
EXISTING ELEC.
MANHOLE
date:
100% REVIEW SET 2.25.2011
PLACE NEW CONCRETE LANDING OVER
EXISTING STEM WALL
7' - 2"
15' - 2"
15' - 3"
1' - 0"
98' 6"
NEW CONCRETE
EXISTING
CONCRETE
RAMP
E D
NEW CONCRETE
LANDING
3" SLEEVE UNDER NEW
CONCRETE STAIRS/ LANDING
HANDRAIL ASSEMBLY
4.
A-105
number
7' - 6"
A-400
ROOF DRAIN
LEADER
EXISTING COMM.
MANHOLE
PAINT ALL EXISTING WALLS IN HALLWAYS.
REFER TO INTERIOR DRAWINGS FOR PAINT
SPECIFICATIONS AND EXTENT OF PAINT TYPES.
project
NEW METAL MESH GUARDRAIL
ASSEMBLY, RE: DETAIL 5/A-601
STEEL COLUMN
(RE: STRUCTURAL)
3.
seal
EXISTING DRIVE
A-400
PATCH AND REPAIR EXISTING GYP BD
PARTITIONS AND WALLS IN AREAS OF
CONSTRUCTION AS REQ'D.
issue / revision
CUT AND REMOVE
EXISTING
CONCRETE CURB
TO BELOW NEW
SIDEWALK
ELEVATION
PROVIDE CONCRETE
DRAINAGE PAN FOR STORM
WATER TO FLOW AWAY FROM
NEW CONSTRUCTION
2.
NO WORK IN HATCHED AREAS
9"
EXISTING GAS LINE AND METER.
CONTRACTOR TO PROVIDE UTILITY
LOCATIONS AND POT HOLE NEW
FOUNDATION AREA TO CONFIRM THE
PRESENCE OF UTILITIES AND REPORT
FINDINGS TO OWNER.
DEMO AND REPLACE ALL CARPET IN
CORRIDORS, HALLWAYS AND GAMING
LOUNGE AREAS. REFER TO INTERIOR
DRAWINGS FOR CARPET SPECIFICATIONS
job #
EXISTING
GUARDRAIL AND
HANDRAIL
ASSEMBLY TO
REMAIN (PRIME
AND PAINT)
1.
drawn
1' - 0"
1' - 0"
5' - 3" (EX.)
chkd
EXISTING MECHANICAL
ENCLOSURE
UCCS LOBBY
RENOVATION
GENERAL NOTES
EXISTING DOOR
TO REMAIN.
PROTECT DURING
CONSTRUCTION
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
POWER WASH ALL CONCRETE FLOOR AND
BRICK WALL SURFACES
A
UP
B
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
UP
102 EAST MORENO
AVENUE
C
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
UP
D
UP
DN
VESTIBULE
seal
project
102
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
Sol Chavez, & Associates, Inc.
UCCS LOBBY
RENOVATION
associated with
E
issue / revision
100% CD'S
date:
3.2.2011
100% REVIEW SET 2.25.2011
1.13.2011
REPLACE DAMAGED OR BROKEN
CEILING TILES AS NECESSARY IN THIS
AREA.
job #
103
215-03
drawn
HALLWAY
JAF , ADO
chkd
issue / revision
DD PROGRESS
MR
HALLWAY
105
NORTH
1
A-201
REFLECTED CEILING PLAN - SECTOR A
1/4" = 1'-0"
0
2'
4'
8'
description
B
HALLWAY
A-201
number
A
A
B
FOR CONSTRUCTION
104
SECTOR A REFLECTED
CEILING
PLAN
A
UP
A
B
A
B
B
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
UP
C
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
UP
102 EAST MORENO
AVENUE
D
UP
DN
HALLWAY
E
Sol Chavez, & Associates, Inc.
UCCS LOBBY
RENOVATION
(REPLACE DAMAGED OR BROKEN
CEILING TILES AS NECESSARY IN THIS
AREA)
(REPLACE DAMAGED OR
BROKEN CEILING TILES AS
NECESSARY IN THIS AREA)
project
EXISTING ACCESS PANELS TO REMAIN,
MOVE DOWN TO BE FLUSH WITH BOTTOM
OF NEW SOFFIT. PAINT TO MATCH EXISTING
SOFFIT.
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
associated with
105
seal
NEW GYP BD SOFFIT.
MATCH HEIGHT OF ADJACENT
EXISTING GYP BD SOFFIT.
issue / revision
GAMING
3.2.2011
107
100% REVIEW SET 2.25.2011
DD PROGRESS
1.13.2011
NORTH
2
A-202
First Floor Reflected Ceiling Plan
1/4" = 1'-0"
0
2'
4'
8'
job #
drawn
JAF , ADO
chkd
MR
description
B
C
215-03
SECTOR B REFLECTED
CEILING
PLAN
A-202
number
B
C
FOR CONSTRUCTION
issue / revision
(REPLACE DAMAGED OR BROKEN
CEILING TILES AS NECESSARY IN THIS
AREA)
100% CD'S
date:
A
UP
B
C
D
B
C
EXISTING GRID
CEILING TO REMAIN
C
4"
B
NO WORK IN HATCHED
AREAS
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
UP
109
7' - 4"
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
(REPLACE DAMAGED OR
BROKEN CEILING TILES AS
NECESSARY IN THIS AREA)
13' - 8"
RESTROOM
HALLWAY
102 EAST MORENO
AVENUE
C
UP
D
UP
DN
NEW GYP BD SOFFIT.
FINISH RE: INTERIOR
RELOCATE EXISTING
"ENT" SIGN TO NEW
SOFFIT
4' - 0 1/2"
8' - 8 1/4"
PATCH AND REPAIR
EXISTING CEILING AS
REQ'D. MATCH
ADJACENT EXISTING
CEILING TILE AND GRID
COLOR.
3"
20' - 5"
1' - 3"
9' - 0"
9' - 0"
CART
STORAGE
115
114
INFO DESK
113
NEW GYP BD
SOFFIT. FINISH
RE: INTERIOR
1' - 6"
8' - 0"
LOBBY
31' - 0 1/2"
seal
(REPLACE DAMAGED OR
BROKEN CEILING TILES AS
NECESSARY IN THIS AREA)
NEW GYP BD SOFFIT.
FINISH RE: INTERIOR
1' - 0"
1' - 0"
15' - 0"
1' - 0"
8' - 4"
100% CD'S
DD PROGRESS
8' - 2"
EXISTING GRID
CEILING TO REMAIN
SHEET MTL SCREWED TO
BACK OF TRANSOM WINDOW;
PAINT SAME COLOR AS
FRAME.
215-03
JAF , ADO
MR
MAIN ENTRY
VESTIBULE
NORTH
C
2
A-203
SECTOR C - REFLECTED CEILING PLAN
1/4" = 1'-0"
3.2.2011
1.13.2011
0
2'
4'
8'
description
SECTOR C REFLECTED
CEILING
PLAN
A-203
number
NO WORK IN HATCHED
AREAS
FOR CONSTRUCTION
111
D
date:
100% REVIEW SET 2.25.2011
PATCH AND REPAIR
EXISTING CEILING AS
REQ'D. MATCH
ADJACENT EXISTING
CEILING TILE AND GRID
COLOR.
8' - 8"
1' - 0"
issue / revision
A-602
3' - 0"
1' - 0"
NEW GYP BD SOFFIT.
FINISH RE: INTERIOR
7
NEW GYP BD
SOFFIT. FINISH
RE: INTERIOR
issue / revision
EXISTING GRID
CEILING TO REMAIN
3' - 0"
110
job #
12' - 8"
8' - 4"
PATCH AND REPAIR
EXISTING CEILING AS
REQ'D. MATCH
ADJACENT EXISTING
CEILING TILE AND GRID
COLOR.
drawn
A-600
chkd
8' - 8"
15
project
AUXILARY
SERVICES
ENTRY
UCCS LOBBY
RENOVATION
NO WORK IN HATCHED
AREAS
NEW COLUMN WRAP
W/ THE WORD
"INFO" PAINTED ON
SURFACE. RE: SEE
INTERIORS
Sol Chavez, & Associates, Inc.
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
associated with
E
D C
A
UP
B
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
UP
C
UP
102 EAST MORENO
AVENUE
architect
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
NEW GYP BD
SOFFIT. FINISH
RE: INTERIOR
1' - 0"
Sol Chavez, & Associates, Inc.
UCCS LOBBY
RENOVATION
NO WORK IN HATCHED
AREAS
NEW GYP BD
SOFFIT. FINISH
RE: INTERIOR
5
7' - 2"
A-602
8' - 8"
3' - 0"
1' - 0"
project
8' - 4"
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
associated with
E
PATCH AND REPAIR
EXISTING CEILING AS
REQ'D. MATCH
ADJACENT EXISTING
CEILING TILE AND GRID
COLOR.
seal
NO WORK IN HATCHED
AREAS
(REPLACE DAMAGED OR
BROKEN CEILING TILES AS
NECESSARY IN THIS AREA)
issue / revision
100% CD'S
date:
3.2.2011
100% REVIEW SET 2.25.2011
NEW GYP BD SOFFIT.
FINISH RE: INTERIOR
2' - 8 3/4"
1' - 0"
3' - 0"
1' - 0"
PATCH AND REPAIR EXISTING
CEILING AS REQ'D. MATCH
ADJACENT EXISTING CEILING TILE
AND GRID COLOR.
8' - 8"
1' - 0"
8' - 4"
3' - 0"
1' - 0"
3' - 0"
116
8' - 4"
SHEET MTL
SCREWED TO
BACK OF
TRANSOM
WINDOW; PAINT
SAME COLOR AS
FRAME.
NORTH
2
A-204
E D
NO WORK IN HATCHED
AREAS
NEW GYP BD SOFFIT.
FINISH RE: INTERIOR
D C
SECTOR D - REFLECTED CEILING PLAN
1/4" = 1'-0"
0
2'
4'
8'
description
8' - 4"
SECTOR D REFLECTED
CEILING
PLAN
A-204
number
NEW GYP BD SOFFIT.
FINISH RE: INTERIOR
FOR CONSTRUCTION
A-602
HALLWAY
1' - 0"
MR
6
8' - 8"
8' - 4"
JAF , ADO
1' - 0"
4' - 4 1/4"
job #
PATCH AND REPAIR
EXISTING CEILING AS
REQ'D. MATCH
ADJACENT EXISTING
CEILING TILE AND GRID
COLOR.
215-03
drawn
117
chkd
HALLWAY
NEW GYP BD SOFFIT.
FINISH RE: INTERIOR
1.13.2011
issue / revision
DD PROGRESS
1
2
3
E D
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
EXISTING CEILINGS TO
REMAIN (SHOWN HATCHED)
102 EAST MORENO
AVENUE
architect
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
LIGHT FIXTURE, RE: ELEC.
ENTRY
VESTIBULE
118
Sol Chavez, & Associates, Inc.
EXISTING STUCCO SOFFIT
TO REMAIN AND BE
PROTECTED DURING
CONSTRUCTION. WASH AND
CLEAN PRIOR TO FINAL
TURNOVER
UCCS LOBBY
RENOVATION
EXISTING ROOF TO REMAIN
(SHOWN HATCHED)
2' - 2"
2' - 2"
LIGHT FIXTURE, RE: ELEC.
WALL PACK LIGHT FIXTURE
(TYP.) RE: ELECTRICAL
4
A-700
4
A-700
PREFINISHED METAL FASCIA
CRICKET (SLOPE 1/4" PER
FOOT TO DRAIN)
EXISTING ROOF TO REMAIN
(SHOWN HATCHED)
SIM
FULLY ADHERED TPO
ROOFING MEMBRANE
ON COVER BOARD
OVER METAL DECKING
4
A-700
project
A
WALL PACK LIGHT FIXTURE
(TYP.) RE: ELECTRICAL
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
3
associated with
2
14' - 0"
1
PREFINISHED METAL
SOFFIT PANELS
A
2" CAST IRON GENERAL
PURPOSE ROOF DRAIN
UNIFORM SLOPED
ROOF 1/4" PER FOOT
TOOTH IN BRICK AT AREAS
WHERE STEEL LEDGE
INSTALLED. RE: STRUCTURAL
3
A-400
1
A-700
seal
PROVIDE PREFABRICATED BOOT AND
FLASHING AROUND COLUMNS AS
NECESSARY.
E D
B
B
issue / revision
date:
3
A-700
100% CD's
CRICKET (SLOPE 1/4" PER
FOOT TO DRAIN)
4
3.2.2011
100% REVIEW SET 2.25.2011
A-400
DD PROGRESS
0
2'
4'
8'
2'
4'
job #
issue / revision
0
NORTH
drawn
A-205
REFLECTED CEILING PLAN
1/4" = 1'-0"
chkd
1
JAF , ADO
MR
8'
description
NORTH
215 - 03
SECTOR E REFLECTED
CEILING
PLAN &
ROOF PLAN
A-205
number
A-205
ROOF PLAN
1/4" = 1'-0"
3
A-700
FOR CONSTRUCTION
2
2
A-700
BRUSHED ALUMINUM RAISED
LETTERS ON STAND OFF
BRACKETS TO READ:
"UNIVERSITY CENTER".
FONT TYPE: HELVETICA NEUE
SIZE: 8"
PREFINISHED METAL FASCIA
1.13.2011
1
A
2
3
B
1
2
4
H B & A, L L C
A-400
120' - 4 1/2"
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
EXISTING BUILDING
(BEYOND)
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
FULLY ADHERED TPO
ROOFING MEMBRANE ON 1/2"
COVERBOARD OVER 1 1/2"
METAL DECKING ON
STRUCTURE
PREFINISHED METAL FASCIA
AND CAP
3' - 0"
4
13' - 6 1/2"
associated with
TUBE COLUMNS
(RE: STRUCTURAL)
A-700
8"
112' - 3 1/2"
Sol Chavez, & Associates, Inc.
BUTT-GLAZED GLASS
CURTAIN WALL ON STRUCTURE
(PAINT ALL EXPOSED
STRUCTURE WHITE)
BRUSHED ALUMINUM RAISED
LETTERS ON STAND OFF
BRACKETS "UNIVERSITY CENTER".
FONT TYPE: HELVETICA NEUE
SIZE: 8
FULLY ADHERED TPO
ROOFING MEMBRANE
2
6"
UCCS LOBBY
RENOVATION
A-601
EXTERIOR UP-LIGHTING
(RE: ELECTRICAL)
LIGHTED HAND RAIL SYSTEM,
COORDINATE WITH ELEC.
ROOF DRAIN
BEYOND
98' 6"
98' 5"
95' 5"
95' 8"
PREFINISHED
METAL FASCIA
PREFINISHED METAL
SOFFIT PANELS
1
A-400
ELEVATION - SOUTH
1/4" = 1'-0"
0
A
2'
4'
8'
B
project
1
A-700
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
BUTT-GLAZED GLASS
CURTAIN WALL
architect
120' - 2 1/2"
3
A-400
2" PVC ROOF
DRAIN LEADER
EXISTING BUILDING
(BEYOND)
seal
PVC OR FLEX PIPING IN COLUMN
issue / revision
100% CD's
BUTT-GLAZED GLASS
CURTAIN WALL ON STRUCTURE
(PAINT ALL EXPOSED
STRUCTURE WHITE)
DD PROGRESS
JAF , ADO
MR
1
A-601
SLOPE TO DRAIN
CONCRETE PEDESTAL
RE: STRUCTURAL
(FINISH:????)
CONCRETE DRAINAGE PAN SLOPED
AWAY FROM FOUNDATION.
98' 6"
95' 8"
4
A-400
TOWER SECTION 2
3/4" = 1'-0"
0
3
1'
2'
3'
A-400
TOWER SECTION 1
3/4" = 1'-0"
0
2
1'
2'
3'
A-400
ELEVATION - WEST
1/4" = 1'-0"
0
2'
4'
8'
description
LIGHTED HAND RAIL SYSTEM,
COORDINATE WITH ELEC.
BUILDING
ELEVATIONS
& WALL
SECTIONS
A-400
number
A-601
FOR CONSTRUCTION
4
1.13.2011
issue / revision
job #
BRUSHED ALUMINUM RAISED LETTERS
ON STAND OFF BRACKETS
"UNIVERSITY CENTER".
FONT TYPE: HELVETICA NEUE
SIZE: 8
215 - 03
drawn
22' - 6 1/2"
112' - 3 1/2"
chkd
PREFINISHED METAL FASCIA
AND CAP
RAILING ASSEMBLY
3.2.2011
100% REVIEW SET 2.25.2011
FULLY ADHERED TPO
ROOFING MEMBRANE ON 1/2"
COVERBOARD OVER 1 1/2"
METAL DECKING ON
STRUCTURE
BUTT-GLAZED GLASS
CURTAIN WALL
date:
Door Schedule
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Exisitng
Existing
Existing
Exisitng
Existing
Existing
Existing
Existing
Existing
Existing
B-1
Opening
115 B
A-3
116 A
116 B
116 C
116 D
116 E
117
118 A
118 B
118 C
119
Thickness
Material
Finish
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0' - 2"
0' - 1 3/4"
0' - 2"
0' - 1 3/4"
0' - 1 3/4"
0' - 2"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 2"
0' - 1 3/4"
0' - 1 3/4"
0' - 2"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 2"
0' - 1 3/4"
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood
Wood/Glazing
Wood
NA
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
Stain
NA
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
HW SET 1
NA
3' - 0"
7' - 0"
0' - 1 3/4"
Stain
A-1
Existing
A-2
3' - 0"
3' - 0"
3' - 0"
7' - 0"
7' - 0"
7' - 0"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
A-1
A-1
Existing
Existing
Existing
Existing
B-2
3'
3'
3'
6'
6'
3'
3'
7'
7'
7'
7'
7'
7'
7'
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 2"
0' - 2"
0' - 1 3/4"
0' - 1 3/4"
Wood, Add vision panels with glazing. See detail
Door Type A-3
Wood/Glazing
Wood/Glazing
Wood, Add vision panels and glazing. See Door
Type A-2
Wood/Glazing
Wood/Glazing
Wood
Aluminium
Aluminium
H.M.
Wood
6'
3'
6'
3'
3'
6'
3'
3'
3'
3'
4'
3'
3'
4'
3'
3'
3'
3'
3'
3'
4'
3'
-
Height
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
8"
0"
0"
8"
0"
0"
0"
0"
0"
0"
0"
0"
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
- 0"
- 0"
- 0"
- 0"
- 3"
- 0"
- 0"
-
-
0"
0"
0"
0"
0"
0"
0"
Fire Rating
Hardware
Type
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
leave in place
New
GYPBD opening
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
H.M.
Existing
Existing to be modified
H.M.
Paint
Stain
Stain
Stain
HW SET 2
New
Existing leave in place
Existing to be modified
H.M.
H.M.
H.M.
Paint
Paint
Paint
Stain
Stain
Stain
NA
NA
Paint
Stain
Existing
Existing
Existing
Existing
Existing
Existing
HW SET 1
New
New
leave
leave
leave
leave
H.M.
H.M.
H.M.
AL
AL
H.M.
H.M.
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
in
in
in
in
place
place
place
place
Jamb
Head
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Paint
Stain
Paint
Paint
Paint
Comments
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
door,
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
sand
and
and
and
and
and
and
and
and
and
and
and
and
and
and
and
and
and
and
and
and
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
apply
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
stain
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
finish.
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
at
at
at
at
at
at
at
at
at
at
at
at
at
at
at
at
at
at
at
at
same
same
same
same
same
same
same
same
same
same
same
same
same
same
same
same
same
same
same
same
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
location.
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
Remove door, frame, side lite, and hardware. To be used for door 115 B. Patch and
repair gyp. bd. opening.
Use existing assembly from door 115 A at new door location. Replace center glazed
section of sidelite.
Remove door, sand and apply stain finish. Replace at same location.
Remove existing door, saw cut openings and infill with glass to match door type A-1.
Stain and reuse.
Reuse existing hardware
Reuse existing hardware
Remove door, sand and apply stain finish. Replace at same location.
No work done
No work done
Remove door and apply paint finish. Replace at same location.
5' - 0"
A-600
PLAN DETAIL @ STUDENT ACTIVITIES
1 1/2" = 1'-0"
3 5/8" STUD
PARTITION WALL W/
5/8" GYP. BD. ON
BOTH SIDES
4
DOOR TYPE A-1
1/4" = 1'-0"
A-600
3
DOOR TYPE A-2
1/4" = 1'-0"
PATCH AND REPAIR WALL
AS REQ'D. MATCH
ADJACENT WALL FINISH.
A-600
7' - 0"
3' - 4"
DOOR TYPE A-3
1/4" = 1'-0"
2
A-600
DOOR 119
1
DOOR TYPE B-1
1/4" = 1'-0"
A-600
DOOR TYPE B-2
1/4" = 1'-0"
seal
NEW DOOR
SURROUND, 3 5/8"
STUD W/ 5/8" GYP.
BD. ON ONE SIDE.
8"
1' - 0"
8
HALLWAY 112 - NORTH
1/4" = 1'-0"
A-600
DOOR 112
7
HALLWAY 116 - WEST
1/4" = 1'-0"
A-600
HALLWAY 112 - SOUTH - ROAR OFICE
1/4" = 1'-0"
CORNER TRIM
NEW 3 5/8" STUD PARTITION WALL W/
5/8" GYP. BD. ON TWO SIDES
NEW DOOR SURROUND, 3 5/8" STUD W/
5/8' GYP. BD. ON ONE SIDE
NEW FURRED OUT WALL, 2
1/2" MTL STUDS W/ 5/8"
EXTERIOR GRADE GYP. BD.
ON ONE SIDE
NEW H.M. DOOR AND LITE ASSEMBLY
7' - 4 1/2"
DOOR 116 C
1' - 0"
1' - 0"
1' - 6"
DOOR 116 E
DOOR 116 D
CORNER TRIM
15
HEAD DETAIL @ BOOKSTORE
1 1/2" = 1'-0"
16
A-600
215-03
ADO
MR
PLAN DETAIL @ BOOKSTORE
1 1/2" = 1'-0"
11
A-600
HALLWAY 116 - SOUTH
1/4" = 1'-0"
10
A-600
1.13.2011
HALLWAY 116 - SOUTH
1/4" = 1'-0"
0
2'
4'
8'
description
INTERIOR
ELEVATIONS,
DETAILS,
AND DOOR
SCHEDULE
A-600
number
1' - 8 1/2"
8"
NEW DOOR SURROUNDS,
3 5/8" STUD W/ 5/8"
GYP. BD. ON ONE SIDE.
FOR CONSTRUCTION
NEW DOOR SURROUND SOFFIT,
3 5/8" STUDS W/ 5/8" GYP. BD.
ON ONE SIDE. MAKE GYP. BD.
FLUSH WITH EXISTING, BEHIND
ROLL UP DOOR.
PATCH AND REPAIR WALL
AS REQ'D. MATCH
ADJACENT WALL FINISH.
PATCH AND REPAIR
WALL AS REQ'D. MATCH
ADJACENT WALL FINISH.
8' - 4"
NEW DOOR SURROUNDS,
3 5/8" STUD W/ 5/8"
GYP. BD. ON ONE SIDE.
8' - 4"
NEW DOOR SURROUND, 3 5/8" STUDS W/
5/8" GYP. BD. ON ONE SIDE. MAKE
GYP. BD. FLUSH WITH EXISTING WALL.
1' - 6"
A-600
DD PROGRESS
1' - 0"
3' - 8"
NEW GYP. BD. SOFFITS.
RE: RCP FOR MORE
INFO.
EXISTING BOOKSTORE
HEADER
100% REVIEW SET 2.25.2011
JAMB DETAIL @ EXTERIOR MECH. DOOR
1 1/2" = 1'-0"
3' - 6"
A-600
3' - 8"
14
PLAN DETAIL @ CORNER
1 1/2" = 1'-0"
7' - 6"
1' - 0"
3' - 6"
21
A-600
7' - 6"
3.2.2011
2' - 0"
DOOR 116 A
DOOR 114
date:
issue / revision
1' - 6"
100% CD'S
job #
8"
DOOR 115 B
9
NEW DOOR SURROUNDS,
3 5/8" STUD W/ 5/8"
GYP. BD. ON ONE SIDE.
issue / revision
drawn
2' - 0"
A-600
ADD
GYP/METAL
FRAME
SURROUND
chkd
EXISTING
EXTERIOR WALL
EXISTING DOOR AND
FRAME TO REMAIN.
1' - 0"
8' - 4"
PLAN DETAIL OF SURROUND @ AUXILIARY SERVICES
1 1/2" = 1'-0"
NEW 3 5/8" STUD PARTITION
WALL W/ 5/8" GYP. BD ON
TWO SIDES, TO ALIGN WITH
EXISTING WALL.
15' - 0"
1' - 0"
8' - 4"
13
A-600
8' - 0"
H.M. DOOR AND LITE ASSEMBLY
FROM DOOR 115A TO BE USED AT
NEW LOCATION FOR DOOR 115B.
7' - 2"
NEW GYP. BD. SOFFITS. RE:
RCP FOR MORE INFO.
NEW DOOR SURROUND, 3
5/8" STUDS W/ 5/8" GYP.
BD. ON ONE SIDE.
CORNER TRIM
A-600
A-600
H.M. DOOR AND LITE
ASSEMBLY. THE EXISTING
ASSEMBLY FROM DOOR
115A TO BE USED AT NEW
LOCATION FOR DOOR
115B.
NEW DOOR SURROUND. 3 5/8"
STUDS W/ 5/8" GYP. BD.
PLAN DETAIL @ JAMB
1 1/2" = 1'-0"
A-600
5
Hallway 116 - East
1/4" = 1'-0"
DOOR 114
DOOR 115 B
NEW 3 5/8" STUD
PARTITION WALL W/
5/8" GYP. BD. ON
TWO SIDES.
H.M. DOOR FRAME
20
6
6 1/2"
5"
7' - 2"
DOOR 116 C
project
12
PLAN DETAIL OF SURROUND
1 1/2" = 1'-0"
8' - 4"
19
3' - 0"
2' - 2"
1' - 6"
SAW CUT OPENINGS IN
EXISTING DOOR TO
MATCH STYLE OF
DOOR TYPE A-1.
FIELD VERIFY
MEASUREMENTS.
INSTALL NEW LITE
KITS.
DOOR 116 B
A-600
4' - 0"
5" 2' - 2"
6 1/2"
2' - 2"
EXISTING H.M. DOOR AND
LITE ASSEMBLY TO
REMAIN
2' - 2"
NEW DOOR
SURROUNDS, 3 5/8"
STUD W/ 5/8" GYP.
BD. ON ONE SIDE. 1' - 10 1/4"
2' - 2"
3' - 4"
EXISTING H.M. DOOR W/
LITE ASSEMBLY
5"
2"
2' - 2" 6 1/2"
CORNER TRIM
EXISTING CONCRETE
COLUMN
5" 2' - 2"
2"
NEW DOOR SURROUND,
3 5/8" STUD W/ 5/8"
GYP. BD.
3' - 0"
NEW GYP BD
SOFFIT. RE:
RCP FOR
MORE INFO.
7' - 0"
NEW DOOR SURROUND, 3
5/8" STUD W/ 5/8" GYP.
BD. ON ONE SIDE
Sol Chavez, & Associates, Inc.
UCCS LOBBY
RENOVATION
7/8" FURRING CHANNELS
W/ 5/8" GYP. BD.
10' - 7 1/2"
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
101 A
101 B
102
103 A
104 A
104 B
104 C
104 D
104 E
104 F
105
106 A
106 B
106 C
106 D
109 A
109 B
109 C
109D
112
114
115 A
Width
architect
Type
Frame
Material
Finish
associated with
Door
Door
Number
MATCH EXISTING
METAL MESH INFILL
118
210
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
ALUMINUM PIPE HANDRAIL WITH
INTEGRAL LED LIGHTING.
SLEEVE PIPE COLLAR CAST INTO
CONCRETE AT ALL VERTICAL
SUPPORTS (TYP.)
POURED IN PLACE CONCRETE STAIR
5
A-601
TYPICAL HANDRAIL ELEVATION
3/4" = 1'-0"
0
1'
2'
3'
SLEEVE PIPE COLLAR CAST INTO
CONCRETE AT ALL VERTICAL
SUPPORTS (TYP.)
4
8" CONCRETE WALL (RUBBED FINISH)
A-601
2
NEW HANDRAIL
ASSEMBLY TO MATCH
EXISTING. PAINT
GREEN PER UCCS
STANDARDS.
A-601
98' 7"
98' 5"
METAL MESH
INFILL
SLEEVE PIPE COLLAR CAST INTO
CONCRETE AT ALL VERTICAL
SUPPORTS (TYP.)
98' 7"
1
A-601
98' 5"
4
95' 5"
4" CONCRETE SLAB ON 4" GRAVEL
BASE OVER COMPACTED EARTH
(SLOPE TO MATCH EXISTING)
HAND RAIL PIPE
TYP.
98' 6"
95' 8"
A-601
NEW CONCRETE SIDEWALK.
ADJUST IRRIGATION LINE OR
SPRAYHEADS AS NECESSARY.
TYPICAL HANDRAIL SECTION
3/4" = 1'-0"
0
1'
Sol Chavez, & Associates, Inc.
UCCS LOBBY
RENOVATION
A-601
MATCH EXISTING
5
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
HALLWAY
2
associated with
100'
HANDRAIL PIPE TYP.
ENTRY
VESTIBULE
1
1
2'
3'
A-601
EAST WEST Horizontal Stair Section
3/4" = 1'-0"
0
1'
2'
3'
COORDINATE RELOCATION OF
BIKE RACK WITH OWNER.
ALUMINUM PIPE
HANDRAIL WITH
INTEGRAL LED
LIGHTING.
NEW GUARDRAIL ASSEMBLY
project
A
TOOL IN ANTI-SLIP GROOVES
AT EVERY STAIR TREAD
NOSING
NEW CONCRETE STAIR
NEW CONCRETE SLAB
EXISTING GUARDRAIL ASSEMBLY
DOWEL IN
THICKENED EDGE
seal
3/8" PEA GRAVEL FILL
issue / revision
1' - 8"
100% CD's
ALTERNATE BID ITEM:
PLACE CONCRETE IN THESE AREAS.
COORDINATE RELOCATION OF
IRRIGATION AND
LANDSCAPING WITH OWNER.
8'
16'
1.13.2011
0
1'
2'
3'
job #
drawn
JAF , ADO
chkd
MR
Enlarged Stair
Plans & Stair
Sections
description
4'
NORTH SOUTH Horizontal Stair Section
3/4" = 1'-0"
215 - 03
A-601
number
0
2
A-601
FOR CONSTRUCTION
A-601
NORTH
3.2.2011
issue / revision
DD PROGRESS
EXISTING CONCRETE SLAB
PROPOSED STAIR AND EXISTING SIDEWALK
1/8" = 1'-0"
date:
100% REVIEW SET 2.25.2011
EXISTING STEM WALL
3
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
NEW HANDRAIL ASSEMBLY TO
MATCH EXISTING. PAINT
GREEN PER UCCS
STANDARDS
3"
108
3"
105
ROOM NAME
ROOM NAME
6"
6"
ROOM NAME
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
8"
MEN
102 EAST MORENO
AVENUE
6"
3
1"
1"
OPEN
A-602
6 1/2"
6"
4
SIGN TYPE C
6" = 1'-0"
A-602
SIGN TYPE D
6" = 1'-0"
6 1/2"
2
SIGN TYPE A
6" = 1'-0"
A-602
ATTACH SOFFIT FRAME TO CONCRETE
DECK
SIGN TYPE B
6" = 1'-0"
Sol Chavez, & Associates, Inc.
2'X2' SUSPENDED ACT TILE. REPAIR AS
NECESSARY TO MATCH EXISTING GRID
UCCS LOBBY
RENOVATION
VARIES
108' - 8"
108' - 4"
3 5/8" MTL. STUDS @ 16" O.C. W/
5/8" GYP. BD.
H.M. DOOR AND LITE
ASSEMBLY
5
A-602
SOFFIT DETAIL @ DOOR
3/4" = 1'-0"
project
ATTACH SOFFIT FRAME TO CONCRETE
DECK
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
PROVIDE LATERAL SUPPORT AS
NECESSARY
PROVIDE LATERAL SUPPORT AS
NECESSARY
2'X2' SUSPENDED ACT TILE. REPAIR AS
NECESSARY TO MATCH EXISTING GRID.
VARIES
108' - 8"
REMOVE GLAZED
SECTIONS OF
TRANSOM
seal
108' - 4"
3 5/8" MTL. STUDS @ 16" O.C. W/
5/8" GYP. BD.
SHEET MTL
SCREWED TO
BACK OF
TRANSOM. PAINT
TO MATCH
FRAME
RECESSED CAN LIGHT RE:
ELECTRICAL
EXISTING H.M. DOOR AND LITE
ASSEMBLY
issue / revision
100% CD'S
NEW BASE OF BENCH CURVED WALL, 3 5/8" STUDS
@ 12" O.C. W/ 5/8" GYP. BD. ONE SIDE
NEW WALL, 3 5/8" STUDS @ 16" O.C.
W/ 5/8" GYP. BD. ONE SIDE
EXISTING CONCRETE COLUMN
NEW BACK OF BOOTH CURVED WALL, 3
5/8" STUDS @ 12" O.C. W/ 5/8" GYP. BD.
ONE SIDE
NEW SOFFIT, 3 5/8" STUDS W/ 5/8"
GYP. BD. ONE SIDE
job #
2'X2' ACT CEILING, PATCH AND
REPAIR AS NECESSARY AROUND
NEW SOFFIT, MATCH EXISTING GRID
215-03
drawn
7
A-602
ADO
MR
RECESSED CAN LIGHT, RE:
ELECTRICAL
NEW WALL, 3 5/8" STUDS @ 16" O.C.
W/ 5/8" GYP. BD. ONE SIDE
EXISTING INTERIOR WALL
PLASTIC LAMINATE TOP AND
FACE, RE: INTERIOR DETAILS
NEW BASE OF BENCH CURVED
WALL, 3 5/8" STUDS W/ 5/8"
GYP. BD. ONE SIDE
8
PLAN DETAIL OF BUILT IN BOOTH
1/2" = 1'-0"
7
A-602
1.13.2011
SECTION OF BUILT IN BOOTH
1/2" = 1'-0"
SIGN TYPES
AND
INTERIOR
DETAILS
A-602
number
NEW BACK OF BOOTH CURVED
WALL, 3 5/8" STUDS W/ 5/8" GYP.
BD. ONE SIDE
description
EXISTING INTERIOR WALL
A-602
3.2.2011
issue / revision
SOFFIT DETAIL @ TRANSOM
3/4" = 1'-0"
chkd
6
A-602
date:
100% REVIEW SET 2.25.2011
DD PROGRESS
FOR CONSTRUCTION
1
associated with
* FINAL GRAPHICS, ROOM NAMES AND NUMBERS FOR ALL SIGNS
TO BE COORDINATED WITH OWNER AT SHOP DRAWING SUBMITTAL
A-602
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
* CLEAR INSERT
4"
* CLEAR INSERT
4"
8"
H B & A, L L C
FULLY ADHERED TPO
ROOFING MEMBRANE OVER
TAPERED INSULATION WITH
COVERBOARD ON 1" METAL
DECKING
FULLY ADHERED TPO
ROOFING MEMBRANE OVER
TAPERED INSULATION WITH
COVERBOARD ON 1" METAL
DECKING
WOOD BLOCKING
WOOD BLOCKING
WOOD BLOCKING
H B & A, L L C
WRAP ROOFING
MEMBRANE OVER EDGE
MINIMUM 6"
WRAP ROOFING
MEMBRANE OVER EDGE
MINIMUM 6"
EXTERIOR SHEATHING
EXTERIOR SHEATHING
EXTERIOR SHEATHING
3 5/8" METAL
STUDS @ 16" O.C.
3 5/8" METAL
STUDS @ 16" O.C.
3 5/8" METAL
STUDS @ 16" O.C.
W8X18 STEEL BEAM
RE: STRUCTURAL
CONTINUOUS WOOD
BLOCKING/LEDGER
STEEL ANGLE
(RE: STRUCTURAL)
STEEL ANGLE
(RE: STRUCTURAL)
STEEL C-CHANNEL
(RE: STRUCTURAL)
STEEL C-CHANNEL
(RE: STRUCTURAL)
STEEL C-CHANNEL
(RE: STRUCTURAL)
PREFINISHED METAL
SOFFIT PANEL
PREFINISHED METAL
SOFFIT PANEL
PREFINISHED METAL
SOFFIT PANEL
PREFINISHED METAL
FASCIA PIECE
PREFINISHED METAL
FASCIA PIECE
PREFINISHED METAL
FASCIA PIECE
DRIP EDGE
DRIP EDGE
DRIP EDGE
PREFINISHED METAL
SOFFIT PIECE
PREFINISHED METAL
SOFFIT PIECE
PREFINISHED METAL
SOFFIT PIECE
3
ROOF DETAIL 1
3" = 1'-0"
2
A-700
ROOF DETAIL 2
3" = 1'-0"
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
STEEL ANGLE
(RE: STRUCTURAL)
A-700
102 EAST MORENO
AVENUE
associated with
1" METAL DECKING
1' - 6"
STEEL ANGLE
(RE: STRUCTURAL)
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
1
A-700
Sol Chavez, & Associates, Inc.
ROOF DETAIL 3
3" = 1'-0"
UCCS LOBBY
RENOVATION
PREFINISHED METAL
SOFFIT PANEL
PREFINISHED METAL
SOFFIT PANEL CLOSURE
PIECE ATTACHED TO
WOOD BLOCKING
EXISTING BRICK
REPAIR AS REQ'D.
ALL BRICK TO BE CLEANED
EXISTING BRICK LEDGE
seal
project
ROOF DETAIL @ EXISTING EXTERIOR WALL
3" = 1'-0"
issue / revision
100% CD's
date:
3.2.2011
100% REVIEW SET 2.25.2011
1.13.2011
job #
215 - 03
drawn
JAF
chkd
issue / revision
DD PROGRESS
MR
description
ROOFING
DETAILS
A-700
number
FOR CONSTRUCTION
4
A-700
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
WRAP ROOFING
MEMBRANE OVER EDGE
MINIMUM 6"
1' - 6"
CORNER FLASHING WITH
CONTINUOUS SEALANT AT SEAMS
FULLY ADHERED TPO
ROOFING MEMBRANE OVER
TAPERED INSULATION WITH
COVERBOARD ON 1" METAL
DECKING
FULLY ADHERED TPO
ROOFING MEMBRANE OVER
TAPERED INSULATION WITH
COVERBOARD ON 1" METAL
DECKING
1' - 6"
SAW-CUT WALL FLASHING AND
PAINT TO MATCH ADJACENT BRICK
COLOR. PROVIDE CONTINUOUS
SEALANT ALONG TOP OF SAW-CUT
JOINT
3
A-400
4
A-800
GL-1
2 1/2"
2 1/2" 1' - 6"
2' - 9 1/2"
2
EAST CURTAIN WALL
1/2" = 1'-0"
A-800
GL-1
GL-1
GL-1
GL-1
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
architect
2' - 9 1/2"
GL-1
GL-1
GL-1
GL-1
GL-1
GL-1
GL-1
GL-1
GL-1
GL-1
GL-1
Sol Chavez, & Associates, Inc.
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3
A-800
102 EAST MORENO
AVENUE
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
2' - 9 1/2"
GL-1
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
UCCS LOBBY
RENOVATION
GL-1
2 1/2"
GL-1
H B & A, L L C
GL-1
2 1/2"
2' - 9 1/2"
GL-1
2 1/2"
GL-1
2' - 9 1/2"
GL-1
2' - 9 1/2"
GL-1
2' - 9 1/2"
2' - 9 1/2"
BUTT-GLAZED
WITH
REAR MULLION
2 1/2"
associated with
2' - 9 1/2"
GL-1
2 1/2"
GL-1
GL-1
6"
MAINTAIN CLEAR
HEIGHT FROM
BOTTOM
MULLION TO
ROOF
MEMBRANE
4' - 7"
2 1/2"
2 1/2"
BUTT-GLAZED
WITH
REAR MULLION
2 1/2" 1' - 6" 2 1/2"
DASHED LINE
INDICATES LOCATION
OF FASCIA AND ROOF
ASSEMBLY
21' - 7 1/2"
2' - 9 1/2"
2 1/2"
GL-1
2' - 9 1/2"
2 1/2"
2' - 9 1/2"
2 1/2"
NORTH CURTAIN WALL
1/2" = 1'-0"
GL-1
6"
2 1/2"
2 1/2"
12' - 2 1/2"
12' - 2 1/2"
GL-1
GL-1
2' - 9 1/2"
2' - 9 1/2"
V.I.F.
2' - 9 1/2"
2 1/2"
STEEL TUBE (RE:
STRUCTURAL).
PRIME AND PAINT
ALL STEEL
GL-1
2' - 9 1/2"
TYPICAL
VERTICAL CURTAIN
WALL MULLION
GL-1
CORNER BUTTGLAZING
2 1/2"
2 1/2"
GL-1
2' - 9 1/2"
1" MIN. STAND OFF
2 1/2"
GL-1
2' - 9 1/2"
MAINTAIN CLEAR
HEIGHT FROM
BOTTOM
MULLION TO
ROOF
MEMBRANE
2 1/2"
STEEL TUBE (RE:
STRUCTURAL).
PRIME AND PAINT
ALL STEEL
6"
DASHED LINE
INDICATES
LOCATION OF
FASCIA AND ROOF
ASSEMBLY
CORNER BUTTGLAZING
2 1/2"
GL-1
2 1/2"
2' - 9 1/2"
CORNER BUTTGLAZING
CORNER
BUTTGLAZING
GL-1
2' - 9 1/2"
GL-1
4' - 7"
2 1/2" 1' - 6" 2 1/2"
GL-1
GL-1
2' - 9 1/2"
2' - 9 1/2"
BUTT-GLAZED WITH
REAR MULLION
9' - 2"
2' - 9 1/2"
2 1/2"
GL-1
21' - 7 1/2"
2 1/2"
3' - 8"
2 1/2" 1' - 6"
GL-1
4' - 7"
2 1/2"
7' - 11"
7' - 11"
2 1/2"
2' - 9 1/2"
GL-1
4' - 7"
2 1/2" 1' - 6"
2 1/2" 1' - 6"
2 1/2"
3' - 8"
2 1/2"
9' - 2"
GL-1
STEEL ANCHORING
SUPPORT PROVIDED BY
CURTAIN WALL MANUF.
WELD TO COLUMN
3
A-400
project
PROVIDE CLOSURE
PIECE ON ALL TOP
SILLS
4
A-400
A-400
1
SOUTH CURTAIN WALL
1/2" = 1'-0"
A-800
WEST CURTAIN WALL
1/2" = 1'-0"
seal
4
issue / revision
100% CD's
date:
3.2.2011
100% REVIEW SET 2.25.2011
STEEL TUBE (RE:
STRUCTURAL).
PRIME AND PAINT
ALL STEEL
STEEL TUBE (RE:
STRUCTURAL).
PRIME AND PAINT
ALL STEEL
CURTAIN WALL MULLION - VERTICAL
3" = 1'-0"
JAF
MR
VERTICAL CURTAIN
WALL MULLION
GLAZING PANEL
GLAZING PANEL
7
A-800
CURTAIN WALL MULLION - STEEL ANCHORING SUPPORTS DETAIL
3" = 1'-0"
5
A-800
CURTAIN WALL MULLION - CORNER DETAIL
3" = 1'-0"
WINDOW
SCHEDULE
description
VERTICAL CURTAIN
WALL MULLION
A-800
number
1" MIN. STAND OFF
PROVIDE CLOSURE
PIECE ON ALL
BOTTOM SILLS
6
215 - 03
STEEL ANCHORING SUPPORT
PROVIDED BY CURTAIN WALL
MANUF. WELD TO COLUMN
TYPICAL
HORIZONTAL
CURTAIN WALL SILL
A-800
ALL EXTERIOR GLAZING IS TO BE 1/4"
TEMPERED CLEAR SAFETY GLAZING
job #
GLAZING PANEL
GLAZING TYPE:
FOR CONSTRUCTION
GLAZING
PANEL
GLAZING PANEL
drawn
TYPICAL
HORIZONTAL
CURTAIN WALL
MULLION
HORIZONTAL
CURTAIN WALL
MULLION BEYOND
chkd
HORIZONTAL
CURTAIN WALL
MULLION BEYOND
1.13.2011
issue / revision
DD PROGRESS
GENERAL NOTES:
DESIGN CRITERIA
1.
DESIGN LIVE LOADS ARE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2009 EDITION, WITH
THE FOLLOWING MINIMUM CRITERIA:
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
FLOOR LOADS:
MASONRY BEYOND
N/A
#5 x 4'-0" @ 18"
FIELD BENT
SNOW LOADS:
102 EAST MORENO
AVENUE
NEW 4" CONCRETE SLAB
w/ 6x6 - W1.4 x W1.4
T.O. SLAB
EL. 98'-6"
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
4"
ROOF DESIGN SNOW LOAD, Pf (NON-REDUCIBLE) .......................................30 p.s.f.
EXPOSURE FACTOR, Ce .........................................................................
1.0
IMPORTANCE FACTOR, Is .......................................................................
1.0
THERMAL FACTOR, Ct .............................................................................
1.1
SEISMIC LOADS:
3.
4.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE LOCATION OF MECHANICAL
OPENINGS, FLOOR DRAINS, INSERTS, DEPRESSIONS, BURIED CABLES AND UTILITIES, ETC. WITH
ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS.
WHERE NEW WORK JOINS TO EXISTING, THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND DIMENSIONS PRIOR TO THE SUBMISSION OF SHOP DRAWINGS OR BEGINNING OF WORK. NOTIFY
ARCHITECT/ENGINEER IMMEDIATELY OF ANY CONDITIONS OR DIMENSIONS DIFFERING FROM THOSE SHOWN.
VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, NOTIFY ARCHITECT/ENGINEER OF
DISCREPANCIES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
2 - #5's CONT.
4"
EL. 95'-6"±
8"
EXIST. CONC. SLAB
REMOVE ONLY AS REQ'D.
MGA
STRUCTURAL ENGINEERS, INC.
TRENCH CUT
GRADE BEAM
#5 x 4'-10" @ 12" O.C.
CENTER IN 8" WALL
2 - #5's CONT.
TOP & BOT.
associated with
2.
100 m.p.h.
C
1.0
2' - 8"
WIND LOADS:
BASIC WIND SPEED (3-SECOND GUST): ..................................................
WIND EXPOSURE ........................................................................................
IMPORTANCE FACTOR, Iw ..........................................................................
NEW COMPACTED
FILL BELOW SLAB
3' - 0"
N/A
architect
2"
3/4" CHAMFER
115 SOUTH WEBER STREET, SUITE 101
COLORADO SPRINGS, COLORADO 80903-1900
(719) 635-4473
FAX (719) 635-4795
SOILS AND FOUNDATIONS:
FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 1500 P.S.F.
2.
SOIL BENEATH FOOTINGS SHALL BE SOLID, UNDISTURBED MATERIAL, FREE OF FROST, WATER AND
FOREIGN DEBRIS.
3.
A REPRESENTATIVE OF THE SOIL ENGINEER SHALL INSPECT THE OPEN EXCAVATION TO DETERMINE
THAT THE SOIL TYPE AND CONDITIONS ARE CONSISTENT WITH DESIGN CRITERIA. IF THE SOIL
PROPERTIES ARE FOUND TO BE DIFFERENT FROM THIS CRITERIA, THEN THE ENGINEER SHALL BE
PROMPTLY NOTIFIED SO THAT THE FOUNDATION DESIGN MAY BE REVIEWED.
1
S-100
1/2" = 1'-0"
UCCS LOBBY
RENOVATION
1.
5" MIN. CONC. STAIR SLAB
w/ #4's @ 12" EA. WAY
SEE ARCH. DWGS.
T.O.C.
EL. 98'-0"
3/4" CHAMFER
CONCRETE:
NEW COMPACTED FILL
ALL CONCRETE DESIGN, MATERIALS AND CONSTRUCTION SHALL CONFORM TO ACI STANDARD 318-08,
THE INTERNATIONAL BUILDING CODE, 2009 EDITION, AND THE CRSI MANUAL OF STANDARD PRACTICE
(CURRENT EDITION) AND THE .
4"
EL. 95'-6"±
ASTM A615, GR. 60
ASTM A185
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS:
3500 p.s.i. CEMENT TYPE I/II
3500 p.s.i. CEMENT TYPE I/II
4.
REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE ACI DETAILING MANUAL, LATEST
EDITION. FORMWORK SHALL BE DESIGNED, ERECTED AND REMOVED IN ACCORDANCE WITH A.C.I.
SPECIFICATIONS.
5.
REINFORCEMENT SHALL BE PLACED SO THAT THE FOLLOWING MINIMUM CONCRETE PROTECTION IS
PROVIDED, UNLESS NOTED OTHERWISE.
#5 x 4'-10" @ 12" O.C.
CENTER IN 8" WALL
2 - #5's CONT.
TOP & BOT.
3" CLEAR
FORMED SURFACES EXPOSED TO GROUND OR WEATHER
BARS #6 AND LARGER .......................................................
BARS #5 AND SMALLER .....................................................
SLABS-ON-GRADE ..............................................................
S-100
REINFORCEMENT SHALL BE SECURELY TIED AND SHALL BE SUPPORTED WITH METAL CHAIRS OR
HUNG FROM FORMS.
7.
CONTINUOUS HORIZONTAL BARS AND CORNER BARS IN FOOTINGS, STEM WALLS AND SLABS SHALL
BE LAPPED AS FOLLOWS AT SPLICES. SPLICE LOCATION SHALL BE STAGGERED WHERE POSSIBLE.
seal
NO. 7 BARS
& LARGER
41 db
51 db
(WHERE db = BAR DIAMETERS)
8.
VERTICAL DOWEL BARS IN WALLS AND COLUMNS SHALL BE LAPPED A MINIMUM OF 46 BAR DIAMETERS,
UNLESS NOTED OTHERWISE ON THE DRAWINGS.
9.
GROUT UNDER BASE PLATES AND BEARING PLATES SHALL BE NON-SHRINK, NON-METALLIC GROUT
WITH A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 7500 p.s.i.
10.
WELDED WIRE FABRIC SHALL BE LAPPED A MINIMUM OF ONE FULL MESH, PLUS 2" AND SECURELY
WIRED TOGETHER. CUT AND BEND BACK EVERY OTHER WIRE ALONG CONTROL JOINTS.
11.
ADDITIONAL (2) #5 BARS (ONE EACH FACE) WITH A 2'-0" PROJECTION SHALL BE PLACED DIAGONALLY
ACROSS THE CORNERS OF ALL OPENINGS AND VERTICAL STEPS IN WALLS.
12.
STEM WALLS BELOW GRADE SHALL HAVE BACKFILL PLACED EQUALLY ON BOTH SIDES UNTIL THE
REQUIRED LEVELS ARE REACHED.
issue / revision
CONSTRUCTION
STRUCTURAL STEEL:
1.
2.
date:
3/2/11
issue / revision
3500 p.s.i.
NO. 6 BARS
& SMALLER
1/2" = 1'-0"
2" CLEAR
1-1/2" CLEAR
AT CENTERS
6.
COMPRESSIVE
STRENGTH
2
ALL STRUCTURAL STEEL DESIGN, MATERIALS, FABRICATION AND ERECTION SHALL CONFORM TO THE
AISC SPECIFICATION, 13TH EDITION, THE INTERNATIONAL BUILDING CODE, 2009 EDITION AND THE PROJECT
SPECIFICATIONS.
job #
CONCRETE SURFACES POURED AGAINST GROUND .................
project
1' - 0"
215-03
drawn
FOOTINGS & PEDESTAL ...........................................................
SLABS-ON-GRADE .....................................................................
TRENCH CUT
GRADE BEAM
KG
chkd
3.
MATERIAL SPECIFICATIONS:
REINFORCING BARS ....................................
WELDED WIRE FABRIC ..................................
2' - 8"
2.
EXIST. CONC.
SLAB REMOVE
ONLY AS REQ'D.
8"
2' - 6"
2 - #5's CONT.
1.
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
1' - 0"
MG
MATERIAL SPECIFICATIONS:
WIDE FLANGE (W) STRUCTURAL STEEL SHAPES ...............................................
ASTM A992
CHANNELS (C AND MC), ANGLES (L), BARS & PLATES .......................................
ASTM A36
HOLLOW STRUCTURAL STEEL (HSS) ...................................................................
ASTM A500, GRADE B
ANCHOR BOLTS .......................................................................................................ASTM F1554, GRADE 36
ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF RED OXIDE PRIMER.
STEEL DECK:
1.
METAL ROOF DECKING SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS. ALLDECKING SHALL BE
CONTINUOUS OVER THREE OR MORE SUPPORTS, WHERE POSSIBLE.
3.
METAL ROOF DECKING SHALL BE WELDED TO SUPPORTING AND PERIMETER MEMBERS WITH 5/8"
DIAMETER PUDDLE WELDS AT A MAXIMUM SPACING OF 8" O.C., UNLESS OTHERWISE NOTED.
PROVIDE 1 SIDELAP FASTENERS OF #10 TEK SCREWS PER SPAN BETWEEN SUPPORTING
MEMBERS, UNLESS NOTED OTHERWISE.
description
4.
S-100
number
SHOP CONNECTIONS SHALL BE WELDED WITH E70XX ELECTRODES AND GROUND SMOOTH WERE EXPOSED.
FIELD WELDS SHALL BE MADE WITH E70XX ELECTRODES. ALL WELDING SHALL BE DONE BY WELDERS
CERTIFIED FOR THE WELD TYPES AND POSITIONS REQUIRED ACCORDING TO AWS D1.1 WELDING CODE,
CURRENT EDITION. WELDING SHALL BE INSPECTED BY THE TESTING AND INSPECTION AGENCY TO INSURE
CONFORMANCE WITH THE DETAILS AND STANDARD PRACTICE.
FOR CONSTRUCTION
3.
GENERAL
NOTES
B
D
24' - 0" ±
3/16
S-100
2-12
4 - #6's HORIZ.
4 - SIDES
T.O.S.
EL. 111'-7 1/4"
EXIST. P/C CONC.
WALL PANEL
3
1
6
S-101
CONTRACTOR FIELD
VERIFY WALL PANEL
BEARS ON CMU WALL
BEYOND
2
S-101
3/4" = 1'-0"
x
8x8
HSS
1 1/2"
1 1/2"
1 1/2"
L3x3x1/4x0'-5"
3/16
T.O.S.
EL. 111'-7 1/4"
A.8 B.1
MC12 SEE PLAN
5
W8 SEE PLAN
3/16
2-12
3/16
4' - 2"
1/8" = 1'-0"
EA. END
NOTES:
T.O.C.
T.O.F.
3/16" CAP PL
TYP.
T.O.S.
EL. 120'-4 1/2
INDICATES TOP OF CONCRETE WALL
INDICATES TOP OF FOOTING
6
S-101
4
S-101
C
FOUNDATION PLAN
EXIST. MAS.
3/4" = 1'-0"
EXIST. BRICK
VENEER
C12x20.7
SEE PLAN
4' - 3 3/4" ±
18' - 6"
2' - 0"
EXIST. P/C
R BEAM
C12x20.7 OR MC12x50
SEE PLAN
S-101
NEW CONC. SLAB
SEE ARCH. DWGS.
L.
CONT. L4x3x1/4 (LLH)
3 5/8" - 16 GA. STUDS
@ 16" O.C. w/ CONT.
TOP & BOT. TRACKS
2" TOP &
2" BOT.
T.O.S.
EL. 111'-8 3/4"
W8 SEE PLAN
2" TOP &
2" BOT.
115 SOUTH WEBER STREET, SUITE 101
COLORADO SPRINGS, COLORADO 80903-1900
(719) 635-4473
FAX (719) 635-4795
S-100
EXIST. DBL.
TEE FLANGE
3 5/8" - 16 GA. STUDS
@ 16" O.C. w/ CONT.
TOP & BOT. TRACKS
L 2 1/2 x 2 1/2 x 3/16"
@ 4'-0" O.C.
1 1/2" STEEL DECK
2
2-12
1
CO
INDICATES EXISTING TO REMAIN
3/4" = 1'-0"
B
3/4" = 1'-0"
HSS 3x3x1/4
4 - SIDES
D
TYPICAL
3/16
24' - 0" ±
4
HSS 8x8 COLUMNS
SEE PLAN
EXISTING
MC12 SEE PLAN
seal
6
S-101
6" ±
EL. 115'-7 1/2"
EXIST. 10RB24
L5x5x3/8x0'-6" w/
1/4" FITTED STIFFENER
@ COL. CL
7
S-101
MITER CHANNELS
& WELD TOGETHER
S-101
C12X20.7
18' - 6"
4' - 9 5/8"
25' - 2 1/2"
A.8 B.1
3/4" = 1'-0"
MG
MITER CHANNELS
& WELD TOGETHER
2' - 0"
S-101
KG
(111'-8 3/4")
S-101
1/4
8
215-03
4
1' - 7 1/4"
2' - 0"
issue / revision
(111'-8 3/4")
MC12X50
1
5
3/4" = 1'-0"
NEXT HSS 3x3x1/4
4 - SIDES AT (107'-10")
AND (100'-10") SAME
AS ABOVE
2
job #
S-101
OPP.
HSS 3x3x1/4 FOUR
SIDES MATCH
ALTERNATE HORIZ.
MULLIONS ELEV.
(120'-4 1/2"), (115'-7 1/2")
(107'-10") & (100'-10")
S-101
drawn
8
7
chkd
CUT 2 1/2"ø HOLE
FAR SIDE FOR
ROOF DRAIN
S-101
C
ROOF FRAMING PLAN
1/8" = 1'-0"
NOTES:
1. ROOF DECK IS 1 1/2" 22 GA. TYPE B STEEL DECK.
2. TOP OF STEEL ELEVATION NOTED THUS: (
)
INDICATES EXISTING TO REMAIN
description
W8 SEE PLAN
3/2/11
6
FOR CONSTRUCTION
EXIST. P/C
CONC. COL.
4 - 1"ø HILTI
KWIK BOLT 3
6" EMBEDMENT
T.O.S.
EL. 111'-7 1/4"
C12 SEE PLAN
CONSTRUCTION
9' - 7 5/8" ±
L8x8x1/2x1'-0"
w/ 3/8" FITTED
STIFFENER @
COL. CL
0.1
S-101
W8x18 (111'-7 1/4")
3/16
T.O.S.
EL. 111'-8 3/4"
S-101
6 SPACES @ 4'-2" = 25' - 0"
1 1/4"
8
3 5/8"
1.7
S-101
C12X20.7
SEE MECH. DWGS FOR HOLES
IN COLUMN FOR ROOF DRAIN
T.O.S.
EL. 111'-8 3/4"
S-101
5
(111'-8 3/4")
3/16
2
date:
3"
12' - 5 1/4" ±
3/16
26' - 0 5/8"
EXIST. BRICK VENEER
REMOVE AS REQ'D TO MAKE
CONNECTION PATCH TO MATCH
EXIST. BELOW NEW SOFFIT
EXIST. P/C
CONC. COLUMN
L3x3x1/4x0'-5"
7' - 6"
4 - 1"ø HILTI
KWIK BOLT 3
.
5' - 7 3/8"
3/16
PL 2x2x1/4
3/16
HSS 3x3x1/4
4 - SIDES
NO CONNECTION
REMOVE FLANGES
OF C12 AS REQ'D.
issue / revision
3
3
FOUNDATION
& ROOF
FRAMING
PLAN
S-101
number
RE:
1 1/2"
T.O.S.
EL. 111'-8 3/4"
1/2" = 1'-0"
7'-0"x10'-0"x1'-0" DEEP
FOOTING
4
1/
S-101
1
8x
8x
3/16
1 1/2" STEEL DECK
1
.
COL
T.O.C.
EL. 96'-8 1/2"
L3x3x1/4x0'-5"
3/16
1/4
S-100
1' - 7 3/4"
7' - 0" x 10'-0"
1
S
HS
3' - 8 1/2"
OPP.
CUT 2 1/2"ø HOLE
FAR SIDE BOT.
FOR ROOF DRAIN
T.O.F.
EL. 92'-6"
S-101
EXIST. MAS.
1' - 7 3/4"
MGA
STRUCTURAL ENGINEERS, INC.
S-101
0.1
CONT. L3x3x3/16 w/ 1/2"ø
KWIK BOLT 3 @ 2'-0" O.C.
EMBED 3" IN P/C
10 1/4"
2
1
3
3/4" = 1'-0"
S-101
2' - 0"
1.7
HSS
L.
CO
/4
1
x
8x8
UCCS LOBBY
RENOVATION
11 - #6x6'-8"
TOP & BOT.
EXISTING BRICK VENEER
REMOVE AS REQ'D. TO
MAKE CONNECTION PATCH
TO MATCH EXIST. BELOW
NEW SOFFIT.
HS
S 8 3' - 8 1/2"
x8
x1/
4C
OL
.
project
2' - 0"
7 - #6x9'-8"
TOP & BOT.
7' - 0"
architect
W8 & SINGLE L
CONN SAME AS
S-100
associated with
EXIST. BRICK
VENEER
1'-4"
10 1/4"
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
MC12 SEE PLAN
3 - #5`s TOP
8'-10 1/2"
2'-0"
2'-0"
T.O.F.
EL. 92'-6"
102 EAST MORENO
AVENUE
16' - 0" ±
#6's @ 10" O.C.
ALL SIDES
3
T.O.S.
EL. 111'-8 3/4"
3 - 3/4"ø HILTI
KWIK BOLT 3
W8 SEE PLAN
5'-8"
4' - 2 1/2"
STEEL DECK NOT SHOWN
1 1/2" STEEL DECK
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
4' - 10 1/2" ±
RE:
7' - 6"
T.O.C.
EL. 96'-8 1/2"
3/16
3"
EXIST. P/C CONC.
WALL PANEL
1
L3x3x1/4x0'-9 1/2"
H B & A, L L C
1420 AUSTIN BLUFFS PARKWAY
COLORADO SPRINGS, CO 80918
BASE PL 14"x1"x1'-2"
w/ 4 - 1"øx18" HEADED
ANCHOR BOLTS
1 1/2" NON SHRINK
GROUT
EXISTING
CONT. L3x3x3/16 w/ 1/2"ø
KWIK BOLT 3 @ 2'-0" O.C.
EMBED 3" IN P/C
10' - 0"
SEE MECH. DWGS FOR HOLES
IN COLUMN FOR ROOF DRAIN
16' - 0" ±
10 - #5`s TOP
3'-4 1/2"
2'-0"
2'-0"
4' - 5 1/2" ±
S-101
4
HSS8x8 COL.
SEE PLAN
9' - 2 1/2"
COL.
12' - 11 1/4" ±
COL.
1 1/2"
HSS3x3x1/4 (4 - SIDES)
T.O.S. (100'-10")
RE:
8
ELECTRICAL SYMBOL LEGEND
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
Sol Chavez, & Associates, Inc.
project
associated with
architect
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
seal
43379
issue / revision
date:
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
E-001
One-line Diagram
NTS
job #
drawn
JJA
chkd
JJA
description
215-031
number
1
FOR CONSTRUCTION
issue / revision
100% CD
E-001
H B & A, L L C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
Sol Chavez, & Associates, Inc.
project
associated with
architect
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
seal
43379
issue / revision
date:
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
job #
drawn
JJA
chkd
JJA
description
215-031
number
FOR CONSTRUCTION
issue / revision
100% CD
E-001
A
B
UP
UP
A
B
A
B
H B & A, L L C
C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
associated with
2
First Floor Plan
1" = 60'-0"
Sol Chavez, & Associates, Inc.
project
E-102
architect
E
seal
43379
issue / revision
date:
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
1
E-102
Electrical Plan B- Demo
1/4" = 1'-0"
NORTH
job #
drawn
JJA
chkd
JJA
description
215-031
number
B
C
N
FOR CONSTRUCTION
issue / revision
100% CD
E-102
B
C
A
B
D C
UP
UP
H B & A, L L C
C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
First Floor Plan
1" = 60'-0"
Sol Chavez, & Associates, Inc.
project
E-103
associated with
2
architect
E
seal
43379
issue / revision
date:
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
N
1
E-103
Electrical Plan C- Demo
1/4" = 1'-0"
NORTH
job #
drawn
JJA
chkd
JJA
description
215-031
number
D C
FOR CONSTRUCTION
issue / revision
100% CD
E-103
A
B
UP
UP
H B & A, L L C
C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
architect
E
2
First Floor Plan
1" = 60'-0"
Sol Chavez, & Associates, Inc.
project
E-104
associated with
D C
seal
43379
E D
issue / revision
date:
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
1
E-104
Electrical Plan D- Demo
1/4" = 1'-0"
E D
NORTH
job #
drawn
JJA
chkd
JJA
description
215-031
number
N
FOR CONSTRUCTION
issue / revision
100% CD
E-104
A
B
UP
UP
H B & A, L L C
C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
architect
E
2
E-105
associated with
E D
First Floor Plan
1" = 60'-0"
Sol Chavez, & Associates, Inc.
project
E D
seal
43379
issue / revision
date:
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
1
E-105
Electrical Plan E- Demo
1/4" = 1'-0"
NORTH
job #
drawn
JJA
chkd
JJA
description
215-031
number
N
FOR CONSTRUCTION
issue / revision
100% CD
E-105
A
B
UP
UP
A
B
A
B
H B & A, L L C
C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
First Floor Plan
1" = 60'-0"
Sol Chavez, & Associates, Inc.
project
E-202
associated with
2
architect
E
seal
43379
issue / revision
date:
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
N
1
E-202
Electrical Plan B- New Work
1/4" = 1'-0"
NORTH
job #
drawn
JJA
chkd
JJA
description
215-031
number
B
C
FOR CONSTRUCTION
issue / revision
100% CD
E-202
B
C
A
B
D C
UP
UP
H B & A, L L C
C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
associated with
2
First Floor Plan
1" = 60'-0"
Sol Chavez, & Associates, Inc.
project
E-203
architect
E
seal
43379
issue / revision
date:
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
N
1
E-203
Electrical Plan C- New Work
1/4" = 1'-0"
NORTH
job #
drawn
JJA
chkd
JJA
description
215-031
number
D C
FOR CONSTRUCTION
issue / revision
100% CD
E-203
A
B
UP
UP
H B & A, L L C
C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
architect
E
2
First Floor Plan
1" = 60'-0"
Sol Chavez, & Associates, Inc.
project
E-204
associated with
D C
seal
43379
E D
issue / revision
date:
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
1
E-204
Electrical Plan D- New Work
1/4" = 1'-0"
E D
NORTH
job #
drawn
JJA
chkd
JJA
description
215-031
number
N
FOR CONSTRUCTION
issue / revision
100% CD
E-204
A
E D
B
UP
UP
H B & A, L L C
C
ARCHITECTURE
PLANNING &
INFORMATION
TECHNOLOGY
102 EAST MORENO
AVENUE
D
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063
www.hbaa.com
UP
DN
associated with
2
E-205
architect
E
First Floor Plan
1" = 60'-0"
Sol Chavez, & Associates, Inc.
project
E D
seal
43379
issue / revision
100% CD
3-2-2011
100% REVIEW SET
2-25-2011
DD SUBMITTAL
1-13-2011
1
E-205
Electrical Plan E- New Work
1/4" = 1'-0"
NORTH
job #
drawn
JJA
description
JJA
number
N
215-031
chkd
issue / revision
Tower Detail
1/2" = 1'-0"
FOR CONSTRUCTION
3
E-205
date:
E-205