BASEMENT LEVEL-12' - 0"
01 - LEVEL ONE0"
03 - LEVEL THREE28' - 8"
04 - LEVEL FOUR42' - 0"
FCB D E G
02 - LEVEL TWO15' - 4"
1A-522
2A-526
1A-301
1A-433 A-526
3
TO ELEVATOR PARAPET61' - 4"
TO PARAPET57' - 4"
TO SCREEN WALL65' - 5"
A-5253 1
A-5256
A-525
CW-1
AS-1AS-2AS-3AS-4
A
CJ
RJ
RJ
RJ
CJ CJ
CJ
A-4338
13' - 4" 5' - 4" 1' - 1"
WORKNOTES
GENERAL NOTES
STONE VENEER - SAWN EDGE,8" x 32" 1/4 RUNNING BOND
SURFACE MATERIAL LEGEND
1. REFER TO SHEET A-501 FOR EXTERIORWALL ASSEMBLIES AND WALL TO GRIDLINEDIMENSIONS
2. REFER TO SHEETS A-601 THROUGH A603FOR EXT WINDOWS
3. EXTERIOR SUNSHADES @ ROOMS 110, 120AND 120A ARE AN ADD ALTERNATE, RE: SPECSECTION 01230
STONE VENEER - SNAPPEDEDGE, 8" x 32" 1/4 RUNNINGBOND
BRICK VENEER - SMOOTHCUT, RUNNING BOND
BRICK VENEER - SMOOTHCUT RUNNING BOND, W/ 5/8"DEEP WIRE CUT BRICKREVEALS @ 16" OC
1" INSULATED GLAZING
1" INSULATED GLAZING W/FRIT ON TWO SURFACES
1" INSULATING GLAZING W/SOLID FRIT ON ONESURFACE AND PATTERNEDFRIT ON ONE SURFACE
CJ = CONTROL JOINT
RJ = RELIEF JOINT
CJ = CONTROL JOINT
RJ = RELIEF JOINT
COMPOSITE MET PANEL
PLAN KEY
EXTERIOR CEMENT PLASTER
Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
AndersonMasonDale Architects, P.C.1615 17th StreetDenver, CO, 80202Telephone: (303) 294-9448FAX: (303) 294-0762www.amdarchitects.com
Architect
S.A. Miro, Inc.4582 S. Ulster St. Pkwy., Suite 150Denver, Colorado, 80237-2639Telephone: (303) 741-3737FAX: (303) 694-3134www.samiro.com
Structural Engineer
S.A. Miro, Inc.4582 S. Ulster St. Pkwy., Suite 1501Denver, Colorado, 80237-2639Telephone: (303) 741-3737FAX: (303) 694-3134www.samiro.com
Civil Engineer
BHA Design, Inc.1603 Oakridge Dr.Ft. Collins, Colorado, 80525-6249Phone: (970) 223-7577Fax: (970) 223-1827
Landscape Architect
Beaudin Ganze Consulting Engineers, Inc.251 Linden Street, #200Fort Collins, CO, 80524Telephone: (970) 221-5691FAX: (970) 221-5697
Mechanical/Electrical/Plumbing Engineer
PSI Preconstruction Services, Inc.1155 Kelly Johnson Boulevard, Suite 111Colorado Springs, CO, 80920-3957Telephone: (719) 593-1414FAX: (719) 590-7262
Cost Consultant
D.L. Adams Associates, Inc.1701 Boulder St.Denver, CO, 80211Telephone: (303) 455-1900FAX: (303) 455-9187
Acoustical / AV Consultant
Facilities ManagementFacilities Services Center NorthColorado State UniversityFort Collins, CO 80523-6030
Construction Documents:Issue for Bid
Advanced Consulting Engineer, Inc.3900 S. Wadsworth, #595Lakewood, CO, 80235Telephone: (720) 981-4150
Code Consultant
21 June 2007
Fort Collins, CO2006033.00
Issue for Construction 01 August 2007
7/19
/200
7 10
:27:
33 A
M
A-201
EXTERIOR ELEVATIONS /PERSPECTIVES
2006033.00
Author
Checker
Approver
Computer ScienceBuilding
Colorado State University
1/8" = 1'-0" A-201
1WEST ELEVATION
West Curtain Wall PerspectiveView Looking East
REFER TO A-521 THROUGH A-526 FORWORKNOTES
1
03 - LEVEL THREE28' - 8"
04 - LEVEL FOUR42' - 0"
FCB D E
02 - LEVEL TWO15' - 4"
405 408
408 408 408 408 408411 TYP @ ALLFRAME &WOOD TRIMLOCATIONS
421
WORK NOTES ARE TYP FULLLENGTH OF WALL AND AT
ALL LEVELS OF THISDRAWING
416
HF-1 HF-1 HF-1 HF-1 HF-1 HF-1
HF-1HF-1HF-1HF-1HF-1HF-1HF-1
HF-1 HF-1 HF-1 HF-1 HF-1 HF-1
SIGN TYPE A, TYP.SIGN TYPE B1, TYP. REF. DOORSCHEDULE
1' - 3"1' - 3"
EQ EQ EQCL CL CL CL
2' -
8"
4' - 6"
3' -
11"P3 P3
P3 P3
P3
P3
P3
P3P3 P3
P3
P3
P3 P3
P3
P4 P4 P4 P4
P5 P5 P5 P5 P5 P5 P5 P5
P3 P3
P3
P3
P3 P3
P3 P3
P3
P3
P3
P3P3 P3
P3
P3
P3 P3
P3
P4 P4 P4 P4
P5 P5 P5 P5 P5 P5 P5 P5
P3 P3
P3
P3
P3 P3
P3 P3
P3
P3
P3
P3P3 P3
P3
P3
P3 P3
P3
P4 P4 P4
P5 P5 P5 P5 P5 P5 P5 P5
P3 P3
P3P3
PAINT COLOR, TYP. REF. A-122 -A-124
04 - LEVEL FOUR42' - 0"
FCB D E
02 - LEVEL TWO15' - 4"
A-5661 1
A-5624
A-614
5' - 10" 5 1/2" 2' - 4" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 2' - 4" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 2' - 6" 1 1/2" 4' - 7 1/2" EQ EQ EQ
EQ EQ
EQ EQ
EQ EQ EQ EQ EQ EQ
4 1/2" 6' - 3 1/2"
EQ EQ
4' - 9 1/2" 5 1/2" 2' - 4" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 2' - 4" 5 1/2" 5' - 10 1/4"
EQ EQEQ EQ EQ EQ
EQ EQ EQ EQ EQ EQ
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
7 1/
2"2'
- 10
1/2
"
A-5661
SIM
CONTINUOUSLINEAR DIFFUSER
P11 P11
P11 P11
WORKNOTES
GENERAL NOTES
1. ALL INTERIOR WALL SURFACES TO BEPAINTED GYPSUM BOARD UNLESS DRAWN WITHWALL PATTERNS THAT ARE DESCRIBED IN THEMATERIALS LEGEND ABOVE.
2. ALL KITCHEN APPLIANCES ARE NOT INCONTRACT AND HAVE BEEN DRAWN FORREFERENCE.
3. ALL LOOSE FURNITURE IS NOT IN CONTRACTAND HAS BEEN DRAWN IN PLANS FORREFERENCE, UNLESS NOTED OTHERWISE.
FABRIC WRAPPED ACOUSTICPANEL - ADD ALTERNATE. REFSPEC SECTION 01230
STONE WALL VENEER - SAWNEDGE
CORK TACKBOARD
SURFACE MATERIAL LEGEND
C
02 - LEVEL TWO15' - 4"
4 1/2" 1' - 3 1/2"
3
02 - LEVEL TWO15' - 4"
4 1/2" 5' - 7 1/2"5 1/2"
5' - 7 1/2" 4 1/2"
Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
AndersonMasonDale Architects, P.C.1615 17th StreetDenver, CO, 80202Telephone: (303) 294-9448FAX: (303) 294-0762www.amdarchitects.com
Architect
S.A. Miro, Inc.4582 S. Ulster St. Pkwy., Suite 150Denver, Colorado, 80237-2639Telephone: (303) 741-3737FAX: (303) 694-3134www.samiro.com
Structural Engineer
S.A. Miro, Inc.4582 S. Ulster St. Pkwy., Suite 1501Denver, Colorado, 80237-2639Telephone: (303) 741-3737FAX: (303) 694-3134www.samiro.com
Civil Engineer
BHA Design, Inc.1603 Oakridge Dr.Ft. Collins, Colorado, 80525-6249Phone: (970) 223-7577Fax: (970) 223-1827
Landscape Architect
Beaudin Ganze Consulting Engineers, Inc.251 Linden Street, #200Fort Collins, CO, 80524Telephone: (970) 221-5691FAX: (970) 221-5697
Mechanical/Electrical/Plumbing Engineer
PSI Preconstruction Services, Inc.1155 Kelly Johnson Boulevard, Suite 111Colorado Springs, CO, 80920-3957Telephone: (719) 593-1414FAX: (719) 590-7262
Cost Consultant
D.L. Adams Associates, Inc.1701 Boulder St.Denver, CO, 80211Telephone: (303) 455-1900FAX: (303) 455-9187
Acoustical / AV Consultant
Facilities ManagementFacilities Services Center NorthColorado State UniversityFort Collins, CO 80523-6030
Construction Documents:Issue for Bid
Advanced Consulting Engineer, Inc.3900 S. Wadsworth, #595Lakewood, CO, 80235Telephone: (720) 981-4150
Code Consultant
21 June 2007
Fort Collins, CO2006033.00
Addendum 1 29 June 2007
Issue for Construction 01 August 2007
7/19
/200
7 11
:06:
58 A
M
A-411
INTERIOR ELEVATIONS
2006033.00
Author
Checker
Approver
Computer ScienceBuilding
Colorado State University
1/4" = 1'-0" A-411
1SPINE ELEVATIONS
1/4" = 1'-0" A-411
2GUARDRAIL ELEVATIONS
401 FIXED TABLES - ADD ALTERNATE. REFSPEC SECTION 1230
402 MARKER BOARD403 SLIDING MARKER BOARD404 5" WOOD BASE405 3 1/2" WOOD BASE406 4" RUBBER BASE407 5" WOOD CHAIR RAIL408 3 1/2" WOOD CHAIR RAIL/TRIM409 GB CEILING ASSEMBLY (CANOPY)410 30" DEEP PLASTIC LAMINATED
COUNTERTOP411 1/2" SPACE/GAP413 PLASTIC LAMINATED CASEWORK414 30" DEEP WOOD VENEER COUNTERTOP415 24" DEEP PLASTIC LAMINATED
COUNTERTOP416 TACK BOARD417 16" STONE BASE - SAWN EDGE418 CEILING MOUNTED VIDEO PROJECTOR419 RECESSED PROJECTION SCREEN420 MILLWORK421 4" PLASTIC LAMINATED BACKSPLASH422 WALL MOUNTED HEATER, RE:
MECHANICAL DRAWINGS424 2" WOOD BENCH SEAT W/ BACKREST425 OVERHEAD COILING FIRE DOOR426 WALL MOUNTED DRINKING FOUNTAIN427 PLASTIC LAMINATED MAILBOX CUBBIES431 1/2" REVEAL IN GYPSUM WALLBOARD432 WOOD SLIDING DOOR W/ STL TRACK, RE:
A-611434 CORNER GUARD435 ROOM SIGNAGE437 ADJUSTABLE SHELVING TRACK438 MELAMINE FINISH ADJUSTABLE SHELF439 3'x 3' ACCESS PANEL440 PLAM APPLIED TO GB441 RUBBER GROMMET W/ 2" INSIDE DIAMETER
EACH SHELF
Interior Perspective - Second Level SpineInterior Perspective - 3rd Level SpineNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
1/4" = 1'-0" A-411
3GUARDRAIL ELEVATION - WEST
1/4" = 1'-0" A-411
6GUARDRAIL ELEVATION - NORTH
P11
P11
DN
UP
3
F
1
G
4A-521
1A-431
20 T
RE
AD
S =
18'
- 4"
5 TRE
AD
S =
4' - 7"
Stair 1N101
1A-527
3A-527 A-527
2
A-5415
A-5416
A-5417
A-527 4
3' - 10" STAIR WIDTH
A-6142
10" 10' - 9" 1' - 0"
10 7/8"
3' -
4 1/
8"
3' -
10" S
TAIR
WID
TH
1' -
3"
11" H
AN
DR
AIL
EX
TEN
SIO
N
4"
STANPIPE HOSEVALVE CABINET,TYP EACH LEVEL
3A-566
BASEMENT LEVEL-12' - 0"
01 - LEVEL ONE0"
03 - LEVEL THREE28' - 8"
04 - LEVEL FOUR42' - 0"
FG
02 - LEVEL TWO15' - 4"
11 R
ISE
RS
= 6
' - 4
1/2
"12
RIS
ER
S =
6' -
11
1/2"
11 R
ISE
RS
= 6
' - 4
1/2
"12
RIS
ER
S =
6' -
11
1/2"
6 R
ISE
RS
= 3
' - 4
7/8
"
21 R
ISE
RS
= 1
1' -
11 1
/8"
21 R
ISE
RS
= 1
2' -
0"
A-5214
A-56610
SIGN TYPE D
4' - 10 3/4"
4' -
0"
CABINET
A-56613
A-56611
A-5338
BEYOND
STANPIPE HOSEVALVE CABINET, TYP
EACH LEVEL
A-56616
7A-566
4' -
0"
STANPIPE HOSEVALVE CABINET,TYP EACH LEVEL
UP
3
F
G
4A-521
1A-431
18 T
RE
AD
S =
18'
- 5
1/4"
1A-527
A-527
2
A-527 4
1' -
0" H
AN
DR
AIL
EX
TEN
SIO
N
1' -
0" H
AN
DR
AIL
EX
TEN
SIO
N
3' - 7 5/8" 1' - 1 1/2"
2' -
11 3
/4"
3' -
5"22
' - 6
5/8
"3"
1' - 3 7/8" 5' - 0" 5"
1' -
10 1
/4"
5' -
0" C
LEA
R
STANPIPE HOSEVALVE CABINET,TYP EACH LEVEL
7A-566
UPDN
3
F
1
G
4A-521
1A-431
11 T
RE
AD
S =
10'
- 1"
10 TRE
AD
S =
9' - 2"
Stair 1N301
1A-527
3A-527
A-527
2
A-5718
A-57110
A-5425
A-5424
16A-561
17A-561
A-5428
A-527 4
11" H
AN
DR
AIL
EX
TEN
SIO
N
3' - 10" STAIR WIDTH
3' -
10" L
AN
DIN
G W
IDTH
5' -
6 5/
8"6'
- 11
9/1
6"4"
3' - 10" STAIR WIDTH
4"3' - 10" STAIR WIDTH
11" HA
ND
RA
IL EXTE
NS
ION
1' - 3"
6 9/16"
3A-566
DN
3
F
1
G
4A-521
1A-431
FF
GG
1
13
3
10 TRE
AD
S =
9' - 2"
11 T
RE
AD
S =
10'
- 1"
Stair 1N401
1A-527
3A-527
A-527
2
17A-561
16A-561
A-527 4
11" HA
ND
RA
IL EXTE
NS
ION
4"3'
- 10
" LA
ND
ING
WID
TH
1' - 5"
6 9/16"
4"3' - 10" STAIR WIDTH
2' - 8 5/8"
6 9/16"
3' - 10" STAIR WIDTH
3A-566
STANPIPEHOSE VALVECABINET, TYPEACH LEVEL
Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
AndersonMasonDale Architects, P.C.1615 17th StreetDenver, CO, 80202Telephone: (303) 294-9448FAX: (303) 294-0762www.amdarchitects.com
Architect
S.A. Miro, Inc.4582 S. Ulster St. Pkwy., Suite 150Denver, Colorado, 80237-2639Telephone: (303) 741-3737FAX: (303) 694-3134www.samiro.com
Structural Engineer
S.A. Miro, Inc.4582 S. Ulster St. Pkwy., Suite 1501Denver, Colorado, 80237-2639Telephone: (303) 741-3737FAX: (303) 694-3134www.samiro.com
Civil Engineer
BHA Design, Inc.1603 Oakridge Dr.Ft. Collins, Colorado, 80525-6249Phone: (970) 223-7577Fax: (970) 223-1827
Landscape Architect
Beaudin Ganze Consulting Engineers, Inc.251 Linden Street, #200Fort Collins, CO, 80524Telephone: (970) 221-5691FAX: (970) 221-5697
Mechanical/Electrical/Plumbing Engineer
PSI Preconstruction Services, Inc.1155 Kelly Johnson Boulevard, Suite 111Colorado Springs, CO, 80920-3957Telephone: (719) 593-1414FAX: (719) 590-7262
Cost Consultant
D.L. Adams Associates, Inc.1701 Boulder St.Denver, CO, 80211Telephone: (303) 455-1900FAX: (303) 455-9187
Acoustical / AV Consultant
Facilities ManagementFacilities Services Center NorthColorado State UniversityFort Collins, CO 80523-6030
Construction Documents:Issue for Bid
Advanced Consulting Engineer, Inc.3900 S. Wadsworth, #595Lakewood, CO, 80235Telephone: (720) 981-4150
Code Consultant
21 June 2007
Fort Collins, CO2006033.00
Issue for Construction 01 August 2007
7/19
/200
7 11
:36:
05 A
M
A-431
ENLARGED PLAN, SECTION - STAIR1
2006033.00
Author
Checker
Approver
Computer ScienceBuilding
Colorado State University
1/4" = 1'-0" A-431
3STAIR 1 - LEVEL ONE 1/4" = 1'-0" A-431
1STAIR 1 - SECTION
1/4" = 1'-0" A-431
2STAIR 1 - BASEMENT LEVEL PLAN 1/4" = 1'-0" A-431
4STAIR 1 - LEVELS TWO & THREE
1/4" = 1'-0" A-431
5STAIR 1 - LEVEL FOURA-431
6AXON / SECTION OF STAIR 1NOT FOR CONSTURCTION
Date
Drawn ByChecked ByProject Number
OWNER
Colorado State UniversityFacilities Management251 Edison DriveFort Collins, CO 80523-6030(970) 491-0099 Phone(970) 491-7572 Fax
1301 Wazee . Suite 100Denver . Colorado . 80204303 . 623 . 7323303 . 623 . 2836 Fax
Revision
Sheet
MECHANICAL/ PLUMBING/ ELECTRICALENGINEERING
Beaudin Ganze Consulting Engineers, Inc251 Linden Street, #200Fort Collins, CO 80524(970) 221-5691 Phone(970) 221-5697 Fax
TELECOM/ SECURITY CONSULTANT
Rimrock Group2060 Briargate Parkway, Suite 220Colorado Springs, CO 80920(719) 533-1112 Phone(719) 533-1113 Fax
ACOUSTICAL AND AUDIOVISUALCONSULTANT
Shen Milsom & Wilke, Inc1822 Blake Street, Suite 2ADenver, CO 80202(720) 482-0770 Phone(720) 482-0450 Fax
of
Issue
LANDSCAPE ARCHITECT
Studio Insite3457 Ringsby Court, Unit 223Denver, CO 80216(303) 433-7100 Phone(303) 433-4301 Fax
CIVIL/ STRUCTURAL ENGINEERING
Martin/Martin Consulting Engineers12499 West Colfax AvenueLakewood CO 80215(303) 431-6100 Phone(303) 431-6866 Fax
GENERAL CONTRACTOR
Pinkard Construction9195 West 6th AvenueLakewood, CO 80215(303) 986-4555 Phone(303) 985-5050 Fax
ENERGY/ LEED CONSULTANT
Architectural Energy Corporation2540 Frontier Avenue, Suite 201Boulder, CO 80301(303) 444-4149 Phone(303) 444-4304 Fax
4/9/
2009
5:5
4:45
AM
410 PITKINC.S.U CAMPUSFORT COLLINS, CO.
A3.0
BUILDING AXONOMETRIC VIEWS
ACADEMIC INSTRUCTIONBUILDING
MCBSRS
April 10, 2009
0758.00
For Construction
SCALE:A3.01
AXONOMETRIC AERIALVIEW-SOUTHWEST
SCALE:A3.02
AXONOMETRIC AERIALVIEW-NORTHWEST
SCALE:A3.03 AXONOMETRIC AERIAL VIEW-NORTHEAST
SCALE:A3.04 AXONOMETRIC AERIAL VIEW-SOUTHEAST
10
L
K
9.8
1' -
0"1'
- 0"
INTERIOR EXTERIOR
1' - 8 1/2" FOFW
2 1/2" x 2 1/2" AL ANGLE FIXEDTO CURTIAN WALL ONLY TYPBS
1' - 4"
SPANDREL PANEL
1"
END PROJECTEDHORIZONTAL MULLIONCAPS HERE
1' -
4 1/
2" E
OS
/ FO
FW
1"
1' - 0 1/2" FOCW
C1
C1
C1
11 1/2"
10
H
9.8
4"1' - 4"
1' -
0"1'
- 0"
7"
GROUPSTUDY
CORRIDOR
7 5/8"5 3/8"
1' - 0"
C1
A1
C1
C1
C1
C1C1
C1
10
F
9.810 3/16"1' - 0"
11 1
1/16
"11
11/
16"
1' -
0"1'
- 0"
4"7 1/8"
7"
ATRIUM LECTURE HALL
7 5/8"5 1/4"
C1
C1
C1
C1 C2
C2
C2
C2C1C2
G
2
7" FOS
2' - 1" EOS
INTERIOREXTERIOR
9" FOS
WALL SYSTEM WS-1 SIM(8" STUD) RE: A4.2
LINE OF SILL ABOVE
STUD PACK AT EXP JT-RE: STRUC
FIREPROOFING, ASAPPLIESRE: FIREPROOFINGPLANS
PROVIDE BR AND FIRECAULKING AT EXPANSIONJOINT AT INTERIORSHEATHING
ALLOW FOR EXPANSION ATMOISTURE BARRIER BY
TUCKING SLACK INTO JOINT
1/2"
SLI
P
C1
FILL GAP WITHINSULATION TYP
SOLID GROUT CAVITY ATASHLAR STONE TYP
MASONRY CJT- PROVIDECUT STONE EDGES W/ BR
AND SEALANT TYP UON
2
10
B
9.8
INTERIOR
EXTERIOR
1' - 0" 1' - 0"
8"1'
- 4
1/2"
EO
S
1"
8" E
OS
AT F
LOO
RS
ABO
VE
2 1/2"
2 1/2 " x 2 1/2"AL ANGLEFIXED TO CWONLY TYP BS 2 1/2"
2 1/2" 3/8" 2 1/2"
C1 C1
C1
14
B
EXTERIOR INTERIOR
INTERIOR
10" FOS^1*8" FOS
INTERIOR
1' - 4" NOM.1' - 4" NOM.
6" F
OS
1' - 4" FOBL
1' -
4 1/
2" E
OS
7 1/
4"8"1/
2"7"
CW
1/2"
1/2" 5/8"
5/8"
1' -
0" N
OM 6"
FO
S
9" FOS
D3
(2) LAYERS GPDW ON3 5/8" MTL STUDS
WALL SYSTEM WS-1 SIMRE: A4.2
NOTE: FOS AT SIM CONDITION AT 2-HOURENCLOSURE AT STAIR 4 IS AS FOLLOWS:FOS^1*= 9" FOS, ADD (1) LAYER 5/8" GPDW
6" F
OS
1/2" 5/
8"5/
8"
2-HOUR RATING AT SIMCONDITION AT STAIR 4
5
16
B
INTERIOR
EXTERIOR
VESTIBULE
1' - 4" NOM. 1' - 4" NOM.
1' -
4 1/
2" F
OFW
1' - 4" FOBL
STUD PACK W/DEFLECTION HEAD -INSULATE STUDCAVITY TYP
SHIM BLOCKING(3) SIDES TOPLUMB AL COVERTO CURTAINWALL SYSTEM
3" 2" 1/2"
5" F
OS^
2*
10" N
OM
A3
NOTE: PARTITIONTYPE E4 AT SIMCONDITION AT 2-HOUR ENCLOSUREAT STAIR 4
10" FOS^1* 8" FOS
NOTE: FOS AT SIM CONDITION AT 2-HOURENCLOSURE AT STAIR 4 IS AS FOLLOWS:FOS^1*= 9" FOS, ADD (1) LAYER 5/8" GPDWFOS^2*= 4" FOS, ADD (1) LAYER 5/8" GPDW
6" WIDE SMOOTH FACESTONE AT AL DOOR JAMB
6" STUDS TYP BS
3"3" SHAPE BACK OFASHLAR STONE ASREQ'D AT COL
10" FOS^1*
2-HOUR RATING ATSIM CONDITION ATSTAIR 4
16
A
1' - 4" NOM. 1' - 4" NOM.
EXTERIOR
WALL SYSTEM WS-1 SIMRE: A4.2
INTERIOR
1' - 4" FOBL 1' - 4" FOBL
2"1/2"
EXTERIOR1' -
4" F
OBL
1' -
3 1/
2" F
OFW
8" F
OS
8" FOS 8" FOS
NOTE: FOS AT SIM CONDITION AT 2-HOURENCLOSURE AT STAIR 4 IS AS FOLLOWS:FOS^1*= 9" FOS, ADD (1) LAYER 5/8" GPDW
1' - 4" NOM
10" FOS^1*
PROVIDE (2)LAYERS GPDW ATSIM CONDITION ATSTAIR 4
2-HOUR RATINGAT SIMCONDITION ATSTAIR 4
G
2
11 3
/8"
1' -
0"
INTERIOREXTERIOR
WALL SYSTEM WS-4 SIM (8"STUD) RE: A4.2
LINE OF SILL BELOW
STUD PACK AT EXP JT-RE: STRUC
ALLOW FOR EXPANSION ATMOISTURE BARRIER BY
TUCKING SLACK INTO JOINT
FIREPROOFING, AS APPLIES RE:FIREPROOFING PLANS
PROVIDE BR AND FIRE CAULKING ATEXPANSION JOINT AT INTERIORSHEATHING
1/2"
SLI
PLINE OF SS SILL
BELOW
PROVIDE DISCONT HEAVY GAGE SM JAMBEXTENSIONS AT WINDOW PERIMETER TYP-FREQUENCY AS REQ'D BY WINDOW MFR
1/2"
SLI
PFILL GAP FITH INSULATION TYP
4 1/2" 1' - 3 1/2" 8"
10
L
K
9.8
1' -
0"
CL
3 1/
2"
OVERHEAD COILINGDOOR TRACK AND4"X4" HSS BY MFR
GLASS RAILING
LINE OF WOODTRIM BELOW
RE: DETAIL 13THIS SHEETFOR NOTESTHIS AREA
5/8" GPDW ON 35/8" MTL STUD
ENTRY ATRIUM
INTERIOR
EXTERIOR
8" E
OS
1' - 0" EOS
7 1/
2"1'
- 8"
1/2" 4"
1' - 0 1/2" FOS
1' -
0"
1' -
0"1'
- 0"
6" E
OS
1' - 4"
2 1/2 " x 2 1/2" ALANGLE FIXED TOCW ONLY TYPBS
1"
1/2"
C1
C1
C1
11 1/2"
10
L
K
9.8
8" E
OS
1' - 0" EOS
1/2"
2' -
3"
1/2"
1' - 4"
1' -
0"1'
- 0"
4"
1/2"
EXTERIOR WALLSYSTEM WS-2RE: A4.2
.
EDGE OF SLAB
PROVIDE CONTGPDW CJT ATWALL BREAK TYP
STEEL CHANNELAT STONE PANELWALL RE: STRUC
1' - 0 1/2" FOS
1' -
0"1'
- 0"
ENTRY ATRIUM
INTERIOR
EXTERIOR
6" E
OS
EXTERIORCURTAIN WALL
SYSTEM
2 1/2 " x 2 1/2" ALANGLE FIXED TOCW ONLY TYP BS
PROVIDE ALUMINUMCOMPOSITE PANEL ON CONT
SOLID BLOCKING
C1
C1
C1
RE: STRUC FOR STUD INFORMATIONTHIS WALL
1"
1"
5" HOR LEG BENT PLATE AT SLABEDGE TO SUPPORT WALL STUDSBY FRAMING CONTRACTOR
1"
4 1/2"1/2"
4" RIGIDINSULATIONBEHIND CWSPANDRELRE: 1/A4.12 FORTYP NOTES
NORTH
2
D.5
6"6"
WALL SYSTEM WS-4SIM(8" STUD) RE: A4.2
LINE OF SILL BELOW
STUD PACK AT EXP JT-RE: STRUC
PROVIDE DISCONT HEAVY GAGE STL SM JAMBEXTENSIONS AT WINDOW TYP
ROOF OVERFLOW DRAIN LEADER ASOCCURS RE: MECH. ROUTE VERTICALLYIN STUD BOX-OUT. TURN LATERALLYBELOW WINDOW SILL AND OUTTHROUGH LAMBS TONGE AS SHOWN
1' -
0" C
L LA
MBS
TO
NG
UE
LAMBS TONGUEBELOW
RE: ELEVS
Date
Drawn ByChecked ByProject Number
OWNER
Colorado State UniversityFacilities Management251 Edison DriveFort Collins, CO 80523-6030(970) 491-0099 Phone(970) 491-7572 Fax
1301 Wazee . Suite 100Denver . Colorado . 80204303 . 623 . 7323303 . 623 . 2836 Fax
Revision
Sheet
MECHANICAL/ PLUMBING/ ELECTRICALENGINEERING
Beaudin Ganze Consulting Engineers, Inc251 Linden Street, #200Fort Collins, CO 80524(970) 221-5691 Phone(970) 221-5697 Fax
TELECOM/ SECURITY CONSULTANT
Rimrock Group2060 Briargate Parkway, Suite 220Colorado Springs, CO 80920(719) 533-1112 Phone(719) 533-1113 Fax
ACOUSTICAL AND AUDIOVISUALCONSULTANT
Shen Milsom & Wilke, Inc1822 Blake Street, Suite 2ADenver, CO 80202(720) 482-0770 Phone(720) 482-0450 Fax
of
Issue
LANDSCAPE ARCHITECT
Studio Insite3457 Ringsby Court, Unit 223Denver, CO 80216(303) 433-7100 Phone(303) 433-4301 Fax
CIVIL/ STRUCTURAL ENGINEERING
Martin/Martin Consulting Engineers12499 West Colfax AvenueLakewood CO 80215(303) 431-6100 Phone(303) 431-6866 Fax
GENERAL CONTRACTOR
Pinkard Construction9195 West 6th AvenueLakewood, CO 80215(303) 986-4555 Phone(303) 985-5050 Fax
ENERGY/ LEED CONSULTANT
Architectural Energy Corporation2540 Frontier Avenue, Suite 201Boulder, CO 80301(303) 444-4149 Phone(303) 444-4304 Fax
4/10
/200
9 2:
15:3
8 PM
410 PITKINC.S.U CAMPUSFORT COLLINS, CO.
A4.6
PLAN DETAILS
ACADEMIC INSTRUCTIONBUILDING
MCBSRS
April 10, 2009
0758.00
For Construction
SCALE: 1 1/2" = 1'-0"A4.611 EXTERIOR COLUMN @ 9.8/L L1
SCALE: 1 1/2" = 1'-0"A4.65 INTERIOR COLUMN @ 9.8/H L1
SCALE: 1 1/2" = 1'-0"A4.61 INTERIOR COLUMN @ 9.8/F L1
SCALE: 1 1/2" = 1'-0"A4.63 EXTERIOR COLUMN @ 2/G L1
SCALE: 1 1/2" = 1'-0"A4.610 EXTERIOR COLUMN @ 10/B L1
SCALE: 1 1/2" = 1'-0"A4.69 INTERIOR COLUMN @ 14/B L1
SCALE: 1 1/2" = 1'-0"A4.66 INTERIOR COLUMN @ 16/B L1
SCALE: 1 1/2" = 1'-0"A4.62 EXTERIOR COLUMN @ 16/A L1
SCALE: 1 1/2" = 1'-0"A4.64 EXTERIOR COLUMN @ 2/G ABOVE SILL L1
SCALE: 1 1/2" = 1'-0"A4.612
EXTERIOR COLUMN @ 9.8/L L2 ABOVESILL
SCALE: 1 1/2" = 1'-0"A4.613
EXTERIOR COLUMN @ 9.8/L L2 BELOWSILL
SCALE:A4.614
AXONOMETRIC DETAIL-EXTERIOR WALLAT 9.8/ L
SCALE: 1 1/2" = 1'-0"A4.68 EXTERIOR WALL @ 2/D.5 ABOVE SILL L1
2 ADDENDUM 2 03/02/095 COB 1 04/10/09
5
5
B.O. SOFFIT/CEILING113' - 4"
1 1/
8"1
3/8"
PARAPET COPING BY MTLCOMP WALL PANEL MFGR
COMPOSITE WALL PANELSYSTEM
2 1/2" MTL STUD, RE: STRUCSHEATHINGMOISTURE BARRIER
STL BEAM, RE: STRUC
STL ANGLE, RE: STRUC
TAPERED INSULATION
WRAP ROOF MEMBRANEOVER PARAPET
3 5/8" MTL STUD,RE: STRUC
SOFFIT SUPPORTAS REQ'D
EXTERIOR FINISH SYSTEM
SEALANT
MTL STUD BRACING,RE: STRUC
14'-0" TO GRID LINE 11
T.O. STEEL115' - 4"
T.O. FRAMING116' - 10"
8" M
IN
STUCCO EDGE BEAD
WALL SYSTEM BASE, TYPAT B.O. SOFFIT
FOS6"
1
STRUCTURAL VALLEY
1' - 6" 1' - 6" 2' - 6"
1' -
6"1'
- 6"
3' -
0"
3' - 0"
CL
CL CL
PROVIDE 2" PER FTTAPERS TO DRAINAT SUMP, TYP
5" BASE THICKNESS RIGIDINSULATION AT ROOF TYP(TAPERS NIC)
OVERFLOWDRAIN WITHNO COLLARRE: MECH
EDGE OF SUMP TO ALIGN WITH STRUC VALLEY,VERIFY ROOF DRAIN LOCATION W/ BEAMS BELOWAND ENLARGE SUMP AS REQ'D TO MAINTAINSQUARE SUMP CONFIGURATION
FACE OF PARAPET
2' - 0" 2' - 0" 2' - 6"
2' -
0"2'
- 0"
4' -
0"
4' - 0"
CL
CL CL
PROVIDE 2" PER FTTAPERS TO DRAINAT SUMP, TYP
OVERFLOWDRAIN WITHNO COLLARRE: MECH
5" BASE THICKNESS RIGIDINSULATION AT ROOF TYP(TAPERS NIC)
10
ROOFING MEMBRANE/FLASHING
STEEL TUBE -RE: STRUCT
CURTAIN WALL IN-FILLINSULATION
B.O. MULLION118' - 0"
T.O. WALL117' - 10"
BATT INSULATION
3 5/8" MTL STUD
GPWB
3" STL DECK
SHEATHINGTAPERED INSULATION
T.O. STEEL115' - 4"
CEILING113' - 4"
COMP WALLPANEL FLUSH
WITH BACK FACEOF CW MULLION
A4.1410
FLASHING ANDFRAMING NOTES THISAREA, RE: DETAIL
SMO
OTH
FAC
EST
ON
E TY
P4"4"
TERMINATION BAR ANDCOUNTERFLASHING (BEYOND)
SMOOTH FACED STONEAREA (BEYOND)
11 1/2"FO CW
3"
3'-2" TO GRID LINE 11
CL
CEILING113' - 4"
T.O. STEEL115' - 4"
6" MTL STUD, RE: STRUC
BATT INSULATION;MAINTAIN R30 IN VEST CEILING
GYP SHEATHING
TUBE STL, RE: STRUC
3" MTL DECK, RE: STRUC
RIGID INSULATIONPROTECTION BD
ROOF MEMBRANE
BATT INSULATION;MAINTAIN R30 IN VEST CEILING
3 5/8" MTL STUD
3 5/8" MTL STUD, RE: STRUC
GPDW
EXTERIOR FINISH SYSTEM
TRANSOM ABOVE ENTRY DOOR
VESTIBULE N100 EXTERIOR
4"4" 8" SMOOTH FACE STONE
TYP @ CEILINGSMO
OTH
FAC
EST
ON
E TY
P
COUNTERFLASHING
1
T.O. LIMESTONE CAP121' - 10"
LIMESTONE CAP
SS CONTINUOUS FLASHING WITHHEMED EDGE
T.O. MASONRY121' - 4"
9
A4.15
SHEATHING
TERMINATION BARAND COUNTERFLASHING
ASHLAR STONE VENEER
WEEPS TYP
VENEER ANCHOR
MOISTURE BARRIER
12" MTL STUD FRAMINGRE: STRUC
STL TUBE, RE: STRUCT.
COMP PANEL WALLCAP (BEYOND)
SEALANT TYP
ROOF MEMBRANE
SMOOTH FACED STONETO ACCEPT PARAPET CAP
CONT STL LEDGE ANGLERE: STRUC
3" MTL DECK, RE: STRUC
MTL STUD FRAMING
SHEATHINGMOISTURE BARRIERGROUT CAVITY SOLID
SMOOTH FACED CUT STONE
GRADE BEAMRE: STRUCT
DAMPPROOFING
EXP JOINT FILLER
GRAVEL FILL
SOGVARIES RE:CIVIL
T.O. CUT STONE100' - 0"
ASHLAR STONE VENEER
CEILING113' - 4"
B.O ANGLE115 - 8"
T.O CUT STONE117 - 0"
B.O ANGLE115 - 4"
12" MTL STUD FRAMINGRE: STRUC
BATT INSULATION
DEFLECTION HEAD TRACK
DEFLECTION HEAD TRACK
LAP MOISTURE BARRIEROVER FLEXIBLE FLASHING8" MIN TYPFLEXIBLE FLASHING
WEEPS TYPFLEXIBLE FLASHING
LAP MOISTURE BARRIER OVERFLEXIBLE FLASHING 8" MIN TYP
4" 4"
BATT INSULATION
DEFLECTION HEAD TRACK
8" HEIGHT SMOOTH FACEDSTONE AT CEILING
GROUT CAVITY SOLID
11
1' - 6" SUMP
SLOPE 1" PER FT
T.O. FRAMING116' - 10"
T.O. STEEL115' - 4"
FOS6"
T.O. SUMPVARIES
B.O. SCUPPERVARIES
SCUPPER OPENING
1 1/
8"
1 3/
8"
CEILING113' - 4"
SLOPE 3/8" PER FT (TYP)
3 5/8" MTL STUD,RE: STRUCT
SOFFIT SUPPORTHANGERS AS REQD
EXTERIOR FINISH SYSTEM
SEALANT
ROOF MEMBRANETAPERED INSULATION
COMP WALL PANEL SYSTEM
PARAPET COPINGBY COMP WALLPANEL MFR
HEAT TRACE DRAIN PIPINGAT CANOPY TYP, EXTEND TO
BELOW GRADE 48" MINRE: ELEC
MAX2"
4"
GRAVEL STOP
WALL SYSTEM MFRTYP DETAIL
STUCCO EDGE BEAD
WALL SYSTEM MFRTYP BASE DETAIL
RADIANT HEATING THIS SPACERE: ELEC
RE: RCP FOR ACCESS PANELLOCATIONS
BASE THICKNESS RIGIDINSULATION
2 1/
2"
1
1' -
6"1'
- 6"
3' -
0"
3' - 0"
CL
CL
PROVIDE 1" PER FTTAPERS TO DRAINAT SUMP, TYP
1' - 6" 1' - 6"
ROOF DRAINRE: MECH
B.O. SCUPPER ELEVATION2" ABOVE T.O. SUMP
6"COMP WALL PANELSYSTEM PARAPET CAP
SLOPE 3/8" PER FT, MIN
SLO
PE 1
/8" P
ER F
T
SLO
PE 3
/8"
PER
FT
2 1/2" BASETHICKNESS RIGID
INSULATION ATENTRY CANOPY
ROOF (TAPERS NIC)
OVERFLOWSCUPPER
6"
NOTE: SEE 5/4.15 FORSCUPPER ELEVATION
COMP WALL PANELSYSTEM
CL
5/8" DRY JOINT GASKETPER MFR
ALIGN CL OF JOINT TOCEILING REVEAL , RE:RCP
ALIGN JOINT TO CEILING REVEAL, RE: RCPSEE ELEVATIONCOMP WALL
PANEL SYSTEM
ALIG
N J
OIN
T TO
CE I
LIN
G R
EVEA
L, R
E: R
CP
SEE
ELEV
ATIO
N
DRY JOINT GASKET PERMFR, TYP AT VERT JOINTS
COMP WALLPANEL SYSTEM
DRY JOINT GASKETPER MFR, TYP ATVERT JOINTS
GYP SHEATHING
5/8"
5/8"
2 1/2" MTL STUDS
MOISTURE BARRIER
T.O. FRAMING116' - 8"
SCUPPEROPENING
MTL FLASHING
B.O. SCUPPERVARIES
4"
ROOF DRAINVARIES
SEALANT
SEALANT (ALL SIDES)
COMP WALL PANEL
COMP WALL PANEL REVEAL
PARAPET COPING BY COMPWALL PANEL MFR
5/8"
1 3/
8"1
1/8" 6"
CL
OF ROOFDRAIN
(BEHIND)
6"
NOTE: REFER TO SMACNA FIGURE1-26A FOR MORE INFO ON SCUPPERDETAIL REQUIREMENTS
MAX2"
FOS6"5 1/2"
9
A4.15
SMOOTH FACEDSTONE AREA
COMP WALL PANEL SYSTEM
GYP SHEATHING
2 1/2" MTL STUDS
T.O. FRAMING116' - 10"
A4.1512
T.O. SMOOTH STONE117' - 0"
4 1/2"8"
PLYWD SHEATHING ATBACK OF PARAPET TYP
8" 4 1/2"
BEAM
LIN
E BE
LOW
CL
PARAPET COPING (BELOW)
SEALANT
SMOOTH FACED STONE
PARAPET COPING (BELOW)
SEALANT
12" STL STUD FRAMING, RE: STRUC
SMOOTH FACED STONE
ASHLAR STONE VENEER
ASHLAR STONE VENEER
GROUT CAVITY SOLID, TYP
EO A
NG
LE11
"EO
AN
GLE
11"
ROOF
GROUT CAVITY SOLID, TYP
MOISTURE BARRIER
SHEATHING
MOISTURE BARRIER
ROOF
10
A4.15
M
ROOF MEMBRANE
TAPERED INSULATION
PROTECTION BOARD
REGLET AND COUNTER FLASHING
SEAL TOP OF TERMINATION BAR TYP
WEEPS TYP
FLEXIBLE FLASHING
4" STANDARD CMU
MTL STUD FRAMINGRE: STRUCT
T.O. STEEL115' - 4"
T.O. DECK115' - 7"
WALL SYSTEM WS-1
8" M
IN
LAP MOISTURE BARRIER OVERFLEXIBLE FLASHING TYP
1' - 4"
T.O. FLASHING117' - 0"
1' - 4"
Date
Drawn ByChecked ByProject Number
OWNER
Colorado State UniversityFacilities Management251 Edison DriveFort Collins, CO 80523-6030(970) 491-0099 Phone(970) 491-7572 Fax
1301 Wazee . Suite 100Denver . Colorado . 80204303 . 623 . 7323303 . 623 . 2836 Fax
Revision
Sheet
MECHANICAL/ PLUMBING/ ELECTRICALENGINEERING
Beaudin Ganze Consulting Engineers, Inc251 Linden Street, #200Fort Collins, CO 80524(970) 221-5691 Phone(970) 221-5697 Fax
TELECOM/ SECURITY CONSULTANT
Rimrock Group2060 Briargate Parkway, Suite 220Colorado Springs, CO 80920(719) 533-1112 Phone(719) 533-1113 Fax
ACOUSTICAL AND AUDIOVISUALCONSULTANT
Shen Milsom & Wilke, Inc1822 Blake Street, Suite 2ADenver, CO 80202(720) 482-0770 Phone(720) 482-0450 Fax
of
Issue
LANDSCAPE ARCHITECT
Studio Insite3457 Ringsby Court, Unit 223Denver, CO 80216(303) 433-7100 Phone(303) 433-4301 Fax
CIVIL/ STRUCTURAL ENGINEERING
Martin/Martin Consulting Engineers12499 West Colfax AvenueLakewood CO 80215(303) 431-6100 Phone(303) 431-6866 Fax
GENERAL CONTRACTOR
Pinkard Construction9195 West 6th AvenueLakewood, CO 80215(303) 986-4555 Phone(303) 985-5050 Fax
ENERGY/ LEED CONSULTANT
Architectural Energy Corporation2540 Frontier Avenue, Suite 201Boulder, CO 80301(303) 444-4149 Phone(303) 444-4304 Fax
4/10
/200
9 2:
18:2
8 PM
410 PITKINC.S.U CAMPUSFORT COLLINS, CO.
A4.15
DETAILS
ACADEMIC INSTRUCTIONBUILDING
MCBSRS
April 10, 2009
0758.00
For Construction
SCALE: 1 1/2" = 1'-0"A4.1512 TYPICAL CANOPY FASCIA
SCALE: 1/2" = 1'-0"A4.152 ROOF DRAIN SUMP DETAIL
SCALE: 1/2" = 1'-0"A4.153 ROOF DRAIN SUMP DETAIL AT PARAPET
SCALE: 1 1/2" = 1'-0"A4.1514
ENTRY CANOPY ROOF TRANSITION ATGRID 10
SCALE: 1 1/2" = 1'-0"A4.1513 DOOR HEAD @ ENTRY CANOPY
SCALE: 1 1/2" = 1'-0"A4.151 STONE FIN AT ENTRY CANOPY
SCALE: 1 1/2" = 1'-0"A4.158 CANOPY SECTION
SCALE: 1/2" = 1'-0"A4.154 ROOF DRAIN SUMP DETAIL AT CANOPY
SCALE:A4.1515
AXONOMETRIC DETAIL-ENTRY CANOPYLOOKING NORTH
SCALE: 3" = 1'-0"A4.156 COMPOSITE PANEL- TYP VERTICAL JOINT
SCALE: 3" = 1'-0"A4.157 MTL COMPOSITE PANEL- TYP CORNER
SCALE: 1 1/2" = 1'-0"A4.155 SCUPPER ELEVATION
SCALE: 1 1/2" = 1'-0"A4.1510 CANOPY AT FIN - SECTION
SCALE: 1 1/2" = 1'-0"A4.159 CANOPY PARAPET TERMINATION
SCALE: 1 1/2" = 1'-0"A4.1511 ROOF FLASHING AT FIN - M LINE
1 ADDENDUM 1 02/24/095 COB 1 04/10/09
5
6
M
3' - 4" 1' - 0"
3' - 4"
1' -
0"1'
- 4"
C1
C1
C1
C1
A1
6
L
1' -
0"1'
- 0"
1' - 0" 1' - 0"
C1
C1
C1
C1
6
J
1' -
8"8"
1' - 0" 1' - 0"
C1
C1
C1
A1
14
D
1' -
0"
1' - 0"
1' -
0"
C1
A1
C1
C1
A4.206
A4.20
7
A4.73
A4.51
A4.713 OPH
SIM
5' -
0"2'
- 8"
4' -
4 1/
2" F
OC
W
A4.812 SIM
1' -
0"
5' -
0"6'
- 0"
6' - 4" 1' - 4"
1' -
4"1'
- 4"
12' -
8 1
/2"
8 1/2"FOCW
SIM
1' - 0 1/2" FOS
4"1'
- 4
1/2"
EO
S
3' - 0"8"
11' - 4"
.
A4.710 SIM
1' - 6"
2
1' - 2 1/2" EOS
7
A4.13
10
A4.13
SIM
1' - 4 1/2" EOS
A4.206
A4.20
7
A4.912
A4.916
A4.911
A4.73
A4.812
SIM
SIM
SIM
PROVIDE SEPERATESUNSHADES AS SHOWN
WALL SYSTEM WS-2 RE:A4.2
2
6
A4.13SIM
12' -
0"
7.04
8.07
8.01
CJT
CAP
2 1/
2"1'
- 6"
1' -
10"
1' -
7"1'
- 7"
3' -
6"
CJT
CJT
8.07
4.10
4.03
2' - 6"
2' -
0"3'
- 4"
3' -
4"3'
- 4"
2' -
0"8"
CL
4.02 4.01
4.02
4.01
CL
2' - 9 1/4" ASSEMBLY2 1/2" JAMB
CL
8.034 1/2" CAP
1" CAP
1" CAP
3
A4.14SIM
2
4 1/2" CAP
SSGMULLION
SSG
8.03
8.07
CJTTYP BS
CJT
4.01
CAP
2 1/
2"1'
- 6"
1' -
10"
1' -
7"1'
- 7"
3' -
6"
CL
4.021
A4.14SIM
2
SSG MULLIONAT PERIMETERTYP
FIRST FLOOR100' - 0"
SECOND FLOOR118' - 0"
NM
SECOND FLOOR TOC117' - 0"
CLASSROOM103
PSYCH FAC205
HALLN202
STUDENTLOUNGE
N103
2-HOUR RATED SHAFTWALL RE: PLANS
2-HOUR RATED SHAFTWALLCONSTRUCTION TYP AT SHAFT BOTTOM
(1) SUPPLY DUCT AND(2) RETURN DUCTS SIM THISSHAFT- RE: MECH
LOCATE F/S DAMPER AT SHAFT TOBE ACCESSED FROM ACCESSPANELS IN HALL N202 (2 THUS) ANDHALL N205 (1 THUS)- ALIGN ALLACCESS PANELS AFF- SEE ALSONOTE BELOW
CEILINGRE: RCP
BO SHAFT111'-0" +/-
NOTE: PARTITION INSULATION NOTSHOWN ON DETAIL FOR CLARITY-PROVIDE PER PARTITION TYPESTYP
NOTE: GC TO COORD BOSHAFT W/ MECH ENGINEERPRIOR TO INSTALLATION
1' - 0" FOW6' - 0"
LOCATE F/S DAMPER AT SHAFT TO BEACCESSED FROM ACCESS PANEL INPSYCH FAC 205- PROVIDE DROPPEDPORTION OF SHAFT BOTTOM THIS DUCTONLY AS SHOWN
2
NOTE: ACCESS PANELS INDICATEDABOVE TO BE 18" X 18" MAX AND SETLOW ON THE WALL (2'-6" MAX AFF TOTOP OF ACCESS PANEL)
(1) SUPPLY DUCT RE: MECH
ACC
ESS AC
CES
S
FIRST FLOOR100' - 0"
SECOND FLOOR118' - 0"
6
SECOND FLOOR TOC117' - 0"
EXHAUST DUCT RE: MECH
1' - 0" FOW4' - 0"5' - 0"
ACCESS PANEL RE: INTERIOR ELEVATION
2-HOUR RATEDSHAFTWALL RE: PLANS
2-HOUR RATED SHAFTWALL AND CEILINGCONSTURCTION TYP AT SHAFT BOTTOM
(1) RETURN DUCT AND(1) SUPPLY DUCT SIM- RE: MECH
LOCATE F/S DAMPER AT SHAFT BOTTOM -ACCESSIBLE FROM ACCESS PANEL
NOTED ABOVE
WOMEN126
CLASSROOMATRIUM
N105
HALLN207
HALLN114
LOCATE F/S DAMPER AT SHAFT TO BEACCESSED FROM ACCESSIBLE
CEILING IN HALL N114
RECESSED WATER COOLER RE: PLBG
CEILINGRE: RCP
BO SHAFT111'-0" +/-
NOTE: PARTITION INSULATIONNOT SHOWN ON DETAIL FORCLARITY- PROVIDE PERPARTITION TYPES TYP
NOTE: GC TO COORD BOSHAFT W/ MECH ENGINEERPRIOR TO INSTALLATION
INTERRUPT PARTITION ASREQUIRED AT SHAFTWALLCONSTRUCTION TO MAINTAINRATING OF SHAFT ENCLOSURE
2
Date
Drawn ByChecked ByProject Number
OWNER
Colorado State UniversityFacilities Management251 Edison DriveFort Collins, CO 80523-6030(970) 491-0099 Phone(970) 491-7572 Fax
1301 Wazee . Suite 100Denver . Colorado . 80204303 . 623 . 7323303 . 623 . 2836 Fax
Revision
Sheet
MECHANICAL/ PLUMBING/ ELECTRICALENGINEERING
Beaudin Ganze Consulting Engineers, Inc251 Linden Street, #200Fort Collins, CO 80524(970) 221-5691 Phone(970) 221-5697 Fax
TELECOM/ SECURITY CONSULTANT
Rimrock Group2060 Briargate Parkway, Suite 220Colorado Springs, CO 80920(719) 533-1112 Phone(719) 533-1113 Fax
ACOUSTICAL AND AUDIOVISUALCONSULTANT
Shen Milsom & Wilke, Inc1822 Blake Street, Suite 2ADenver, CO 80202(720) 482-0770 Phone(720) 482-0450 Fax
of
Issue
LANDSCAPE ARCHITECT
Studio Insite3457 Ringsby Court, Unit 223Denver, CO 80216(303) 433-7100 Phone(303) 433-4301 Fax
CIVIL/ STRUCTURAL ENGINEERING
Martin/Martin Consulting Engineers12499 West Colfax AvenueLakewood CO 80215(303) 431-6100 Phone(303) 431-6866 Fax
GENERAL CONTRACTOR
Pinkard Construction9195 West 6th AvenueLakewood, CO 80215(303) 986-4555 Phone(303) 985-5050 Fax
ENERGY/ LEED CONSULTANT
Architectural Energy Corporation2540 Frontier Avenue, Suite 201Boulder, CO 80301(303) 444-4149 Phone(303) 444-4304 Fax
4/9/
2009
7:4
4:34
AM
410 PITKINC.S.U CAMPUSFORT COLLINS, CO.
A4.20
DETAILS
ACADEMIC INSTRUCTIONBUILDING
CheckerAuthor
April 10, 2009
0758.00
For Construction
SCALE: 1 1/2" = 1'-0"A4.2010 INTERIOR COLUMN @ 6/M
SCALE: 1 1/2" = 1'-0"A4.205 INTERIOR COLUMN @ L/8
SCALE: 1 1/2" = 1'-0"A4.201 INTERIOR COLUMN @ 6/J
SCALE: 1 1/2" = 1'-0"A4.2015 INTERIOR COLUMN @14/D
SCALE:A4.208 AXONOMETRIC OF MOCK-UP FROM SE
SCALE:A4.204 AXONOMETRIC OF MOCK-UP FROM SW
SCALE: 1/4" = 1'-0"A4.202 MOCK-UP WALL PLAN 104'-6"
SCALE: 1/4" = 1'-0"A4.203 MOCK-UP WALL PLAN 108'-0"
SCALE: 1/4" = 1'-0"A4.206 MOCK-UP WALL SOUTH ELEVATION
SCALE: 1/4" = 1'-0"A4.207 MOCK-UP WALL WEST ELEVATION
4.01 ASHLAR STONE VENEER4.02 LIMESTONE PARAPET CAP4.03 CMU, PAINT4.10 LIMESTONE PANELS7.04 METAL-FACED COMPOSITE PANEL FASCIA
SYSTEM8.01 2"x 4 1/2" ALUMINUM WINDOW8.03 2 1/2"x 7" ALUMINUM CURTAIN WALL SYSTEM8.07 EXTRUDED ALUMINUM SUNSHADE ASSEMBLY
WORK NOTES
2
2
2
SCALE: 3/8" = 1'-0"A4.2011 SHAFT DETAIL AT 3/N L1-L2
SCALE: 3/8" = 1'-0"A4.2012 SHAFT DETAIL AT 6/H L1-L2
2 ADDENDUM 2 03/02/09
54 6
B
C
D
E
F
G
H
L
M
K
J
D.5
G.5
CLASSROOMATRIUM
N105
WOMEN126
MEN124
ELEC114
HALLN109HALLN109
E3
E1
E4
E1
E3
E2
E5
E2
E5
6"
CENTER ELEMENTPARTITION ON GRID LINE
10 1/4"
1' -
5 3/
4"
1' -
0"
5' - 8 3/4"
1' -
10"
1' - 1 1/2"
1' -
0"
5' - 8 3/4"
10 1/4"
10 1
/2"
9' -
8 1/
32"
6"
6"
RE: ALTERNATES
1 2 3 4
8' -
0"
11' -
0"
9' -
0"
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
GPDW,PAINTED
1" PFP2, RE: A10.6
RE: ALTERNATES
9' -
0" 11' -
0"
1 2 3 4
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
GPDW, PAINTED
1" PFP1,RE: A10.6
SEMI-RECESSEDLIGHT FIXTURE
4' -
0"4'
- 0"
RE: ALTERNATES
2' -
0"
7' -
0"
10' -
0"
1 2 3 4
9' -
0"
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
GPDW,PAINTED
1" PFP1,RE: A10.6
RE: ALTERNATES
1 2 3 4
1' -
8"
5' -
0"
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
1" PFP1, RE: A10.6
RE: ALTERNATES
4' -
0"4'
- 0"
8' -
0"
1 2 3 4
1" PFP2, RE: A10.6
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
RE: ALTERNATES
1' -
0"
2' - 0"
4 7/8" 10 5/8"
1' - 0"2' - 0"
7 1/
4"
3' -
0"
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
GPDW, PAINTED
1" PLASTIC FABRICATED PANEL(ABOVE)
3' -
4 3/
4"
1
2
3
4
2A5.3
3A5.3
TYP @ELEMENTS, UON
SEE TYP DETAILS4, 5, 6, 7 /A5.3
8' -
0"
1' -
6"1'
- 0"
2' - 0"
7 1/4" EQ
2' -
0"
GPDW, PAINTED
1" PLASTIC FABRICATED PANEL(ABOVE)
EQ
EQ 4 7/8" EQ
5' -
6"3'
- 0" 4' -
0"
6"
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
1
2
3
4
8' -
0"
6' -
0"2'
- 0"
2' - 0"
4' - 0"
8"2'
- 0"
4 7/8"
1' - 0" 2' - 0"
10 3
/4"
7 1/
4"4'
- 6"
GPDW, PAINTED
1" PLASTIC FABRICATED PANEL(ABOVE)
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
1
2
3
4
8' - 0" 5' - 1 5/8"
5' - 8"
2' -
0"
1' -
6"
1' - 4 3/8"
4"
2' - 0"
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
GPDW, PAINTED
1" PLASTIC FABRICATED PANEL
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
1
2
3
4
11 3
/8"
10 1
/4"
3 3/4" 4' - 0 1/4"
3' - 0"
4 5/
8"
1" PFP2, RE: A10.6
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
RECESSEDLIGHT FIXTURE
1
2
3
4
1"4
5/8"
2
1" PFP2 TO FLOOR
2 1/4"2 3/8"
1"
3/4" 3 5/8"
1/4"
1"
1/4"
3 5/8" 3/4"
10 1/4"
SECURE ANGLE TO PFP
ACRYLIC LENS ON ANGLE,SET 1/8" DN FROM WDSOLID WD TRIM
WD VENEER ON 3/4" MDF
1/4" PLYWOOD PAINTED P1FLUORESCENT STRIP FIXTURE,RE: ELEC
3 5/8" STL STUDS1/4" PLYWOOD
BLOCKING AS REQ'D
4 1/
4"
2 3/8"2 1/4"
2
Date
Drawn ByChecked ByProject Number
OWNER
Colorado State UniversityFacilities Management251 Edison DriveFort Collins, CO 80523-6030(970) 491-0099 Phone(970) 491-7572 Fax
1301 Wazee . Suite 100Denver . Colorado . 80204303 . 623 . 7323303 . 623 . 2836 Fax
Revision
Sheet
MECHANICAL/ PLUMBING/ ELECTRICALENGINEERING
Beaudin Ganze Consulting Engineers, Inc251 Linden Street, #200Fort Collins, CO 80524(970) 221-5691 Phone(970) 221-5697 Fax
TELECOM/ SECURITY CONSULTANT
Rimrock Group2060 Briargate Parkway, Suite 220Colorado Springs, CO 80920(719) 533-1112 Phone(719) 533-1113 Fax
ACOUSTICAL AND AUDIOVISUALCONSULTANT
Shen Milsom & Wilke, Inc1822 Blake Street, Suite 2ADenver, CO 80202(720) 482-0770 Phone(720) 482-0450 Fax
of
Issue
LANDSCAPE ARCHITECT
Studio Insite3457 Ringsby Court, Unit 223Denver, CO 80216(303) 433-7100 Phone(303) 433-4301 Fax
CIVIL/ STRUCTURAL ENGINEERING
Martin/Martin Consulting Engineers12499 West Colfax AvenueLakewood CO 80215(303) 431-6100 Phone(303) 431-6866 Fax
GENERAL CONTRACTOR
Pinkard Construction9195 West 6th AvenueLakewood, CO 80215(303) 986-4555 Phone(303) 985-5050 Fax
ENERGY/ LEED CONSULTANT
Architectural Energy Corporation2540 Frontier Avenue, Suite 201Boulder, CO 80301(303) 444-4149 Phone(303) 444-4304 Fax
4/9/
2009
7:5
6:12
AM
410 PITKINC.S.U CAMPUSFORT COLLINS, CO.
A5.2
ENLARGED ATRIUM N105 PLAN &ELEMENT ELEVATIONS
ACADEMIC INSTRUCTIONBUILDING
MCBMKF
April 10, 2009
0758.00
For Construction
SCALE: 3/16" = 1'-0"A5.21
CLASSROOM ATRIUM N105 ENLARGEDPLAN
1/4" = 1'-0"Elevations - Atrium Element E1
1/4" = 1'-0"Elevations - Atrium Element E2 2
1/4" = 1'-0"Elevations - Atrium Element E3
1/4" = 1'-0"Elevations - Atrium Element E4
1/4" = 1'-0"Elevations - Atrium Element E5
Axonometric - Element E2
Axonometric - Element E3
Axonometric - Element E1
Axonometric - Element E4
Axonometric - Element E5
1/4" = 1'-0"Plan - Atrium Element E1
1/4" = 1'-0"Plan - Atrium Element E2
1/4" = 1'-0"Plan - Atrium Element E3
1/4" = 1'-0"Plan - Atrium Element E4
1/4" = 1'-0"Plan - Atrium Element E5
1 1/2" = 1'-0"Section - Atrium Element E5 Uplight
2 ADDENDUM 2 03/02/09
2A3.5
9 108
D
E
F
G
H
1A3.7
1A3.7
2A3.7
2A3.7
D.5
3
A4.4
9.8
G.5
GROUP STUDYATRIUM
N110
E6
E6
E2
E8
E7
E2
E9
A9.6
3
A9.71
A9.6
4
A9.8 1
2' -
11 3
/16"
1' - 6"E10
E10
4' - 6 1/2"
4' - 6 1/2"
6"
4' -
9 3/
4"4'
- 9
3/4"
PLANTER ANDPLANTSTRUCTURETYP OF 22' - 2"
6"
8
A5.3
4' -
8"
1' - 7 1/4" 2' - 2"2
8
A5.3
SIM 2
2
3/4" WOOD PANELS1/2" PLYWOOD
STUD
3/4" THREADED ROD
NUT & PL WASHERNEOPRENEPAD
1" PLASTICFABRICATED PANEL
CAP PL 3/8"
HSS SUPPORTS TO BE DESIGNED BY GC ON APERFORMANCE BASIS. HSS SIZES WERE ASSUMED TOFIT WITHIN 3 5/8" AND 6" METAL STUD WALLS AS A BASISOF DESIGN. RE: ELEMENT PLANS ON A5.2 AND A5.3 FORTHICKNESS OF WALLS.
2-1/2" PIPE
2
3/4" MDF W/ 1/16"VENEER PANELS
1/2" PLYWOODSHEATHING
MTL STUD
HSS SUPPORTS TO BEDESIGNED BY GC ON APERFORMANCE BASIS.HSS SIZES WEREASSUMED TO FIT WITHIN3 5/8" AND 6" METALSTUD WALLS AS A BASISOF DESIGN. RE:ELEMENT PLANS ONA5.2 AND A5.3 FORTHICKNESS OF WALLS.
PLASTICFABRICATEDPANEL (BELOW)
NUT & PL WASHER
RE: PLANVARIES
2
2
9' -
0"
8' -
0"
11' -
0"
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
GPDW, PAINTED
1" PFP2,RE: A10.6
1/4" x 1/4"MTL REVEAL
1 2 3 4
SEMI-RECESSEDLIGHT FIXTURE
4' -
0"4'
- 0"
RE: ALTERNATES
2' -
10"
8' -
0"2"
1 2 3 4
11' -
0"
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
1" PFP1, RE: A10.6
GPDW, PAINTED
RE: ALTERNATES7'
- 0"
1 2 3 4
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
1" PFP2,RE: A10.6
GPDW,PAINTED
6' -
0"2'
- 0"
RE: ALTERNATES
1' -
10"
8' -
0"2"
1' -
10"
1 2 3 4
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
1" PFP2, RE: A10.6GPDW, PAINTED
SEMI-RECESSED LIGHT FIXTURE
9' -
0"
RE: ALTERNATES
5/8" GPDW ONMETAL STUDS
PREFINISHEDBRUSHED SST4" X 3/16" STEELPLATE, BS
3/4" MDF W/WD VENEER
SOLID WDBASE
4"
@ WD VENEER @ GPDW
1/2" PLYWOOD ONMTL STUDS
VARIES, RE: PLAN
5/8" GPDW ONMETAL STUD
ALUMINUM CORNERTRIM, TAPE & SPACKLEDFLUSH, TYP
1/2" PLYWOOD
SOLID WOODTRIM
WD VENEER ON3/4" MDF
3/4"
3/4"
5/8"
GPDW
FINISHED SIDE
3/4" WOODVENEER ON MDF
3/4" SQ SOLID WDTRIM 1/8" RADIUS ATCORNERS
1/2" PLYWOOD ONMTL STUDS
7 1/
4"
3' - 0"
8' -
0"
6"
5' - 4"
1' - 4"
3' -
0"2'
- 0"
4 7/8"
3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)
GPDW, PAINTED
1/4" x 1/4" MTL REVEAL
1' -
0"
1' - 0"
3/4" MDF W/ 1/16"VENEER
(PER ARCH SAMPLE)
1" PLASTICFABRICATED PANEL
(ABOVE)
5' -
10 3
/4"
5' -
0"
1
2
3
4
7' -
0"
2' -
0"
1' -
0"
4' -
0"2'
- 0"
2' - 0" 1' - 0"
7 1/4"
1
2
3
4
1' -
8"1'
- 0"
4 7/
8"5'
- 2
1/4"
4 7/
8"1'
- 0"
1' -
8"
1' - 4" 3' - 0" 1' - 0"
1' - 0" 7 1/4" 1' - 4 3/4"
1' - 0"
7 1/4"
1' - 4 3/4"
1
2
3
4
2' -
0"3/
8"3'
- 0"
5' -
0"
4 7/8"
1' - 6" 2' - 0" 1' - 6"
7 1/
4"
1
2
3
4
21
RE: ALTERNATES
14' -
0"
14' -
0"
2' -
9"
PROVIDE MISCMETAL TO ATTACHUPPER PLANTERSCREEN TO BLDGSTRUC IN 3LOCATIONS MIN
STL PLANTERSCREEN
3RD FLOOR BALCONY132' - 8"
2ND FLR BALCONY118' - 0"
PROVIDE MISCMETAL TO ATTACHLOWER PLANTERSCREEN TO BLDGSTRUC IN 2LOCATIONS MIN
2' -
9"14
' - 0
"14
' - 0
"
4 1/
2"
3"
4 1/
2"
1
2
1' -
9"
5' - 5"
FIRST FLOOR100' - 0"
2' -
9"
4" CMU
TILE ST-1
CEMENT BOARD(PROTECTION BOARD)
TPO MEMBRANE FLASHEDINTO FLOOR DRAIN FLANGE
FILTER FABRIC
DRAINAGE BOARD @ BOTTOM, TYP
STEEL PLANTING FRAMEBEYOND
FLOOR DRAIN, RE: MECH
BUILD UP CONCRETE TOSLOPE TO DRAIN 1/8"/ FT MIN.
GRANULAR FILL BY OWNER
POTTING SOIL BY OWNER
HOSE BIBB, RE: PLBG
NOTE: SOIL & PLANTINGSBY OWNER. ALL ELSE BYGC INCL FILTER FABRIC &GRAVEL
SEE ELEVATIONS 2/A5.3
Date
Drawn ByChecked ByProject Number
OWNER
Colorado State UniversityFacilities Management251 Edison DriveFort Collins, CO 80523-6030(970) 491-0099 Phone(970) 491-7572 Fax
1301 Wazee . Suite 100Denver . Colorado . 80204303 . 623 . 7323303 . 623 . 2836 Fax
Revision
Sheet
MECHANICAL/ PLUMBING/ ELECTRICALENGINEERING
Beaudin Ganze Consulting Engineers, Inc251 Linden Street, #200Fort Collins, CO 80524(970) 221-5691 Phone(970) 221-5697 Fax
TELECOM/ SECURITY CONSULTANT
Rimrock Group2060 Briargate Parkway, Suite 220Colorado Springs, CO 80920(719) 533-1112 Phone(719) 533-1113 Fax
ACOUSTICAL AND AUDIOVISUALCONSULTANT
Shen Milsom & Wilke, Inc1822 Blake Street, Suite 2ADenver, CO 80202(720) 482-0770 Phone(720) 482-0450 Fax
of
Issue
LANDSCAPE ARCHITECT
Studio Insite3457 Ringsby Court, Unit 223Denver, CO 80216(303) 433-7100 Phone(303) 433-4301 Fax
CIVIL/ STRUCTURAL ENGINEERING
Martin/Martin Consulting Engineers12499 West Colfax AvenueLakewood CO 80215(303) 431-6100 Phone(303) 431-6866 Fax
GENERAL CONTRACTOR
Pinkard Construction9195 West 6th AvenueLakewood, CO 80215(303) 986-4555 Phone(303) 985-5050 Fax
ENERGY/ LEED CONSULTANT
Architectural Energy Corporation2540 Frontier Avenue, Suite 201Boulder, CO 80301(303) 444-4149 Phone(303) 444-4304 Fax
4/9/
2009
7:5
6:58
AM
410 PITKINC.S.U CAMPUSFORT COLLINS, CO.
A5.3
ATRIUM ELEMENTPLANS/ELEVATIONS/DETAILS
ACADEMIC INSTRUCTIONBUILDING
MCBMKF
April 10, 2009
0758.00
For Construction
SCALE: 3/16" = 1'-0"A5.31
GROUP STUDY ATRIUM N110 ENLARGEDPLAN
SCALE: 1 1/2" = 1'-0"A5.33 TYP ATRIUM ELEMENT SECTION DETAIL
SCALE: 1 1/2" = 1'-0"A5.39 TYP ATRIUM ELEMENT PLAN DETAIL
1/4" = 1'-0"Elevations - Atrium Element E6
1/4" = 1'-0"Elevations - Atrium Element E7
1/4" = 1'-0"Elevations - Atrium Element E8
1/4" = 1'-0"Elevations - Atrium Element E9
SCALE:Axonometric Element E8
SCALE:Axonometric Element E7
SCALE:Axonometric Element E6
SCALE:Axonometric Element E9
SCALE: 3" = 1'-0"A5.34 TYP ATRIUM ELEMENT BASE
SCALE: 3" = 1'-0"A5.36 GPDW PTN END WALL OR CAP
SCALE: 6" = 1'-0"A5.37 TYP GPDW/WD TRANSITION
SCALE: 3" = 1'-0"A5.35 TYP ATRIUM ELEMENT WD CORNER
1/4" = 1'-0"Plan - Atrium Element E6
1/4" = 1'-0"Plan - Atrium Element E7
1/4" = 1'-0"Plan - Atrium Element E8
1/4" = 1'-0"Plan - Atrium Element E9
SCALE: 1/4" = 1'-0"A5.3Elevations - Atrium Element E10
1/4" = 1'-0"Plan - Atrium Element E10
SCALE: 1 1/2" = 1'-0"A5.38 ATRIUM N110 PLANTER SECTION 2
NOTES TYPICAL FOR ALL ELEMENT PLANS
2 ADDENDUM 2 03/02/09
Date
Drawn ByChecked ByProject Number
OWNER
Colorado State UniversityFacilities Management251 Edison DriveFort Collins, CO 80523-6030(970) 491-0099 Phone(970) 491-7572 Fax
1301 Wazee . Suite 100Denver . Colorado . 80204303 . 623 . 7323303 . 623 . 2836 Fax
Revision
Sheet
MECHANICAL/ PLUMBING/ ELECTRICALENGINEERING
Beaudin Ganze Consulting Engineers, Inc251 Linden Street, #200Fort Collins, CO 80524(970) 221-5691 Phone(970) 221-5697 Fax
TELECOM/ SECURITY CONSULTANT
Rimrock Group2060 Briargate Parkway, Suite 220Colorado Springs, CO 80920(719) 533-1112 Phone(719) 533-1113 Fax
ACOUSTICAL AND AUDIOVISUALCONSULTANT
Shen Milsom & Wilke, Inc1822 Blake Street, Suite 2ADenver, CO 80202(720) 482-0770 Phone(720) 482-0450 Fax
of
Issue
LANDSCAPE ARCHITECT
Studio Insite3457 Ringsby Court, Unit 223Denver, CO 80216(303) 433-7100 Phone(303) 433-4301 Fax
CIVIL/ STRUCTURAL ENGINEERING
Martin/Martin Consulting Engineers12499 West Colfax AvenueLakewood CO 80215(303) 431-6100 Phone(303) 431-6866 Fax
GENERAL CONTRACTOR
Pinkard Construction9195 West 6th AvenueLakewood, CO 80215(303) 986-4555 Phone(303) 985-5050 Fax
ENERGY/ LEED CONSULTANT
Architectural Energy Corporation2540 Frontier Avenue, Suite 201Boulder, CO 80301(303) 444-4149 Phone(303) 444-4304 Fax
4/9/
2009
8:4
5:31
AM
410 PITKINC.S.U CAMPUSFORT COLLINS, CO.
A7.0
VERT CIRC AXONOMETRICVIEWS
ACADEMIC INSTRUCTIONBUILDING
MCBSRS
April 10, 2009
0758.00
For ConstructionSCALE:A7.0
1
AXONOMETRIC DETAIL-STAIR 1 LOOKINGWEST
SCALE:A7.02
AXONOMETRIC DETAIL-STAIR 2 ANDELEVATOR LOOKING NORTH
SCALE:A7.03
AXONOMETRIC DETAIL-STAIR 3 LOOKINGEAST
SCALE:A7.04
AXONOMETRIC DETAIL-STAIR 4 LOOKINGEAST
FIRST FLOOR100' - 0"
SECOND FLOOR118' - 0"
8
SECOND FLOOR TOC117' - 0"
2' -
10"
10' -
6"
3"9'
- 2"
3"
10' -
11"
6"
1' - 5"
2' - 0"
2' - 0"
5' -
2"
PANEL 13PANEL 11
PANEL 12
2 1/2" x 2 1/2"" BRUSHEDSST FRAME
FROSTED GLASSPANELS ATTACHED TOFRAME W/ BRUSHEDALUM STAND-OFFFASTENERS TYP
PROVIDE 2 1/2" x 2 1/2"SST TUBE IN STUD WALLBEHIND STONE, RETURN
FRAME TO TUBE
FIRST FLOOR100' - 0"
SECOND FLOOR118' - 0"
SECOND FLOOR TOC117' - 0"
13' -
2"
3"9'
- 0"
3"2'
- 10
"
4' -
6"2"
10' -
6"
1' -
3"11
' - 0
"3"
3' - 8"
3' - 8"
2' - 8"
1' -
5"8'
- 0"
3"10
' - 6
"
3' - 11"
3' - 11"
4' - 0"
9' -
0"2'
- 5"
13' -
6"
9' -
9"
2' - 8"
3' - 0"
4' - 0"
13' -
0"
8' -
2"
5' -
2"
3' - 0"
PANEL 1
PANEL 7
PANEL 2
PANEL 3
PANEL 4
PANEL 5
PANEL 6
PANEL 8
PANEL 9
PANEL 10
PROVIDE 2 1/2" x 2 1/2"SST TUBE IN STUD WALLBEHIND STONE, RETURNFRAME TO TUBE
2 1/2" x 2 1/2"" BRUSHEDSST FRAME
FROSTED GLASSPANELS ATTACHED TOFRAME W/ BRUSHEDALUM STAND-OFFFASTENERS TYP
NOTE: PROVIDE WDVENEER PANELS WITHREVEALS AND RAILINGBEHIND GLASS, SIM TOADJ WD
GPDW
8
M
1' - 8" 2' - 4"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
5"3' - 0"
3"
3"
3' - 0"
8"
7"
3' - 0"
5"
1' - 1"1' - 7"
1' - 9"
2' - 3"
1' - 1"1' - 11"
2"2" 1' - 10"
11" 6"
1"1"
2"
2"1"
3 3/
8"
77.25
°
PROVIDE 2 1/2" x 21/2" SST TUBE IN
STUD WALLBEHIND STONE,
RETURN TO TUBE
FROSTED GLASSPANELS ATTACHED TPFRAME W/ BRUSHEDALUM STAND-OFFFASTNERS TYP
PROVIDE 2 1/2" x 2 1/2"SST FRAME
LEVEL 2 = 2" FROMCL OF SST FRAME
LEVEL 3 = 2" FROMCL OF SST FRAME
LEVEL 1 = 2" FROMCL OF SST FRAME
LEVEL 2 = 2" FROMCL OF SST FRAME
LEVEL 3 = 2" FROMCL OF SST FRAME
LEVEL 2 = 2" FROMCL OF SST FRAME
LEVEL 1 = 2" FROMCL OF SST FRAME
CEILING PANELABOVE
CEILING PANELABOVE
CONNECTTUBEFRAME TOSTEELCOLUMN
FIRST FLOOR100' - 0"
SECOND FLOOR118' - 0"
SECOND FLOOR TOC117' - 0"
3' - 0"3' - 0"3' - 0"3' - 0"
3' -
6"3'
- 0"
5' -
0"2'
- 0"
4' -
6"7'
- 0"
PROVIDE 2 1/2" x 2 1/2"SST TUBE IN STUD WALLBEHIND STONE, RETURNFRAME TO TUBE
2 1/2" x 2 1/2"" BRUSHEDSST FRAME
FIRST FLOOR100' - 0"
SECOND FLOOR118' - 0"
8
SECOND FLOOR TOC117' - 0"
2' - 4"1' - 8"
PROVIDE 2 1/2" x 2 1/2"SST TUBE IN STUD WALLBEHIND STONE, RETURNFRAME TO TUBE
2 1/2" x 2 1/2"" BRUSHEDSST FRAME
LEVEL 3
LEVEL 3
LEVEL 1
LEVEL 1
LEVEL 3
LEVEL 2
LEVEL 2
LEVEL 1
LEVEL 1
LEVEL 2
LEVEL 2
LEVEL 1
Date
Drawn ByChecked ByProject Number
OWNER
Colorado State UniversityFacilities Management251 Edison DriveFort Collins, CO 80523-6030(970) 491-0099 Phone(970) 491-7572 Fax
1301 Wazee . Suite 100Denver . Colorado . 80204303 . 623 . 7323303 . 623 . 2836 Fax
Revision
Sheet
MECHANICAL/ PLUMBING/ ELECTRICALENGINEERING
Beaudin Ganze Consulting Engineers, Inc251 Linden Street, #200Fort Collins, CO 80524(970) 221-5691 Phone(970) 221-5697 Fax
TELECOM/ SECURITY CONSULTANT
Rimrock Group2060 Briargate Parkway, Suite 220Colorado Springs, CO 80920(719) 533-1112 Phone(719) 533-1113 Fax
ACOUSTICAL AND AUDIOVISUALCONSULTANT
Shen Milsom & Wilke, Inc1822 Blake Street, Suite 2ADenver, CO 80202(720) 482-0770 Phone(720) 482-0450 Fax
of
Issue
LANDSCAPE ARCHITECT
Studio Insite3457 Ringsby Court, Unit 223Denver, CO 80216(303) 433-7100 Phone(303) 433-4301 Fax
CIVIL/ STRUCTURAL ENGINEERING
Martin/Martin Consulting Engineers12499 West Colfax AvenueLakewood CO 80215(303) 431-6100 Phone(303) 431-6866 Fax
GENERAL CONTRACTOR
Pinkard Construction9195 West 6th AvenueLakewood, CO 80215(303) 986-4555 Phone(303) 985-5050 Fax
ENERGY/ LEED CONSULTANT
Architectural Energy Corporation2540 Frontier Avenue, Suite 201Boulder, CO 80301(303) 444-4149 Phone(303) 444-4304 Fax
4/10
/200
9 2:
39:0
0 PM
410 PITKINC.S.U CAMPUSFORT COLLINS, CO.
A9.17
LOBBY GLASS IMAGE WALL
ACADEMIC INSTRUCTIONBUILDING
CheckerAuthor
April 10, 2009
0758.00
For Construction
SCALE: 1/2" = 1'-0"A9.174 CAFE GLASS WALL WEST ELEVATON
SCALE: 1/2" = 1'-0"A9.173 CAFE GLASS WALL SOUTH ELEVATION
SCALE: 3/4" = 1'-0"A9.171 CAFE GLASS WALL PLAN
SCALE: 1/2" = 1'-0"A9.177 CAFE GLASS WALL - STEEL STRUCT
SCALE: 1/2" = 1'-0"A9.178 CAFE GLASS WALL - STEEL STRUCTURE
SCALE:A9.172 AXON - CAFE GLASS WALL WITH PANELS
SCALE:A9.176 AXON - CAFE GLASS WALL STRUCTURE
2 ADDENDUM 2 03/02/09