TEC - 2525 ARAPAHOE AVE, UNIT E - Final Approved Plans(2)51TE LOCATION FLAN
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City of Boufder - Department of Planning nc
Development Services
FINAL LAND USE DRAWING
TO 28TH ST. "
RECORD
CANYON BLVD.
ARAPAHOE AVE,
2585 CENTRAL, SUITE 200
BOULDER, CO 80301
303) 530-419T
i V I i L "I Y I I\ 1
1125 MONTCLAIRE DR. NE
ALBUQUERQUE, NM 070
505) 262-5455 / 164-8550
ai 1—sm.w.0 t 1 t 1w it IPFP,
ELECTRICAL DESIGN CONSULTANTS, INC.
1830 E. THOMAS RD.
PHOENIX, AZ 85016
602) 2IS-1010
STRUCTURAL ENGINEER
STRUCTURAE, LLC
9288 W. 100TH CIRCLE
WESTMINSTER, CO 80021
303) 465-2303
PROJECT DESCRIPTIal
REFURBISH{ TO EXTERIOR FACADE AT
EXISTING RETAIL'CENTER
PROJECT LOCATION
THE VILLAGE SHOPPING CENTER
ARAPAHOE AVE. BETWEEN 28TH ST. 4 FOL50M ST.
PROPERTY ZONING
NO CHANGE FROM EXIST. USE
ww wosl® At 1 S I ^ BR
AREA NOT ADDED AND USE REMAINS
THE SAME
OCCUPANCY T'PE
M, RETAIL t UJHOLESALE
I i I ! III y VI I\ii 51 \i..Ll\LV
AREA HAS NOT SEEN ADDED. REFURBISH
TO EXISTING EXTERIOR ELEMENTS.
OF BO(f4 40
PLANNING & DEVELOPMENT
SERVICES
APPROVED
FINAL LAND USE DRAWING
Al COVER, INDEX, PROJ, DATA, SITE LOC,
A2 FLOOR PLAN AND ELEVATIONS
A3) BUILDING SECTIONS
A3.2 BUILDING SECTIONS, DETAILS
51.0 ROOF FRAMING PLAN
52.0 ENTRY FRAMING SECTIONS
53.0 STRUCTURAL NOTES 4 DETAILS
El ELECTRICAL DETAILS 4 MOTES
E2 ELECTRICAL LIGHTING PLAN k POLER FLAN
2003 INTERNATIONAL BUILDING CODE
2003 INTERNATIONAL MECHANICAL CODE
2003 INTERNATIONAL PLUMBING CODE
2002 NATIONAL ELECTRICAL CODE
2003 INTERNATIONAL FIRE CODE
2003 INTERNATIONAL FUEL GAS CODE
2003 ICC/ANSI A11 -f.1
DEFERRED SU5MITTAL5
THE FOLLOWING COMPONENTS SHALL B"c SUSM!TTED TO THE 5UILDINS
DEPARTMENT PRIOR TO INSTALLATION:
A. ALTERATIONS TO FIRE SPRINKLER SYSTEM.
B. PRE-ENGINEERED TRUSSES.
SUNFLOWER MARKETET
MODIFICATIONS TO EXTERIOR FACADE
VILLAGE SHOPPING, CENTER
BOULDER GOLORADO
TOM GENTRY ARCHITECT,
1125 MONTCLAIRE DRIVE NE ALBUQUERQUE, NEW MEXICO 811101
505)164-8550 164-8551 (FAX)
THOMAS CARL
GENTRY
06519
o D AAS//
late : 9-28-01 drawn : tg
era.: Pile :
Tr5c2sDO- aoo5-L i3
MATERIALS l COLOR LEGEND
Fl SMOOTH STUCCO FINISH
AUTUMN GOLD 2152-30
F2 HORIZONTAL SNIP -LAP SIDING
STUART GOLD HC -10
P3 EDGE TRIM BOARDS
STANDISH WHITE HC -32
F4 CORRUGATED METAL PANEL ROOF
GRAY TO MATCH TITANIUM 2141-60
F5 RIBBED METAL PANEL ROOF
GRAY TO MATCH TITANIUM 2141-60
F6 HIGH BUILDING MASS BEYOND
ACORN YELLOW 2161-40
ALL COLORS ARE WITHIN APPROVED PUD COLOR PALLETTE BY
BENJAMIN MOORE.
EXIST. ELEVATION= UJE5T / 5EOONDARR ' ENTI
SCALE: 3/32" = 1'-0"
EXIST, ELEVATION= EAST / F IMA NT S
SCALE: 3/32" = 1' -ID"
PROF. ELEV.- F ®OM A APAHO
G'! -"A1 >- nf4^1i1 _ 11 /7111 '
PROPOSED ELEVATION- UJ 5T / 5 CONDA '' ENTRE'17
SCALE:
C (]'U
EXISTING SUNFLOWER MARKET
WEST ENTRY
1
EXIT
FLAN- WE5T / 5 OONDA ' ENTR"'
SCALE: 3/32" = 1'-0"
1 OPO5 D ELEVATION- ?45T / P ISA ' ENTRE'
SCALE: 3/32" = 1'-0"
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27
J
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q o ® D 1 I I I i° PRODUG"c FRODLICE
ei^BN
i J
OZ. 6H,. LOLS, j
EXISTING SUNFLOWER MARKET
DAIRY Iii DXR`.' EGGS III 5 OF FROZEN FD. III SDR FROZEN FD, I,II 5 DR. FRCiEN FD. !I 5 D? FROZEN KD, W47M i ICE
I '
c--------_
2
TYP. All
NORTH
FLAN- EAST /I'NT -
vcAl>=: 3L32" = 11-0I'
EAST ENTRY
GENERAL s
A. THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING
SITE CONDITIONS AND ADVISE THE ARCHITECT OF ANY
DISCREPANCIES IN THE DIMENSIONS, DR4WING5, OR
EQUIPMENT DATA PRIOR TO CONSTRUCTION AND SHALL
PERFORM THE WORK TO MEET THE STANDARDS OF ALL
NATIONAL, STATE AND LOCAL CODES.
B. ALL DIMENSIONS ARE TO FACE OF STUD UNLES5
NOTED OTHERWISE.
C. FINI5H FLOOR ELEVATION ASSUMED TO BE 0'-0"
D. A FIRE SPRINKLER SYSTEM. EXISTS AND ANY MODIFICATION5
SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF
BOULDER PRIOR TO INSTALLATION.
1. EXISTING WALKWAY / HAFDSCAPE, NO CHANGE OR WORK,
2. EXTENT OF EXISTING COVERED WALK OR ENTRY ELEMENT.
THIS AREA WILL NOT BE EXPAND= -D.
3. FACE OF EXfSTING B`IJILDING, NO WORK PROPOSED.
4, EXISTING EXPOSED MASONRY COLUMN TO REMAIN.
5. EXISTING MASONRY COLUMN TO BE FURRED WITH STUCCO
FINISH, SEE DETAIL 5 / A32.
6. NEW STUCCO ON FRAME MASS, SEE DTL. 4 / A32.
I. EX15TING STOREFRONT / ENTRY SYSTEM.
S. EXTENT OF NEW OVER -FRAMING ABOVE.
9. OYER -FRAMING FOR NEW ENTRY ELEMENT ON EXISTING
STRUCTURE, SEE A3 SHEETS AND STRJCTURAL.
10. NEW PARAPET ATTACHED TO TOP OF EXIST. PARAPET,
SEE DTL. 3 / A32.
11, NEW CORRUGATED METAL OVER EXISTING CCRRGATED
TRANSLUCENT ROOF COVER,
12, NEW DECORATIVE LIGHT FIXTURE, SEE ELECTRICAL DWGS.
13. NEW 3-0 X 5-0 CLERESTORY WINDOW UNIT IN HIGH WALL
BEYOND, SEE 5TRUCTURAL DRAWINGS.
14, TRANSLUCENT PANELS WITH, BACK LIGHTING, SEE I / A3J.
15. FOOD SERVICE EQUIP., DISPLAYS, ETC, APPROVAL UNDER
SEPARATE PERMIT.
Og BOU
PLANNINSE
DEESDPMENT
FINAL LAND USE DINNING
7,..
SUNFLOWER MARKET
MODIFICATIONS TO EXTERIOR FACADE
VILLAGE SHOF PING CENTER
5OULDER COLORADO
in
TOM GENTRY ARCHITECT
1125 MONTCLAIRE DRIVE NE AL5UQUERQUE, NEW MEXICO 81110
805)164-5550 164-8551 (FAX)
gate :9-28-01 drawn : toe
eV.: file:
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27
J
n hiYIi
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q o ® D 1 I I I i° PRODUG"c FRODLICE
ei^BN
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OZ. 6H,. LOLS, j
EXISTING SUNFLOWER MARKET
DAIRY Iii DXR`.' EGGS III 5 OF FROZEN FD. III SDR FROZEN FD, I,II 5 DR. FRCiEN FD. !I 5 D? FROZEN KD, W47M i ICE
I '
c--------_
2
TYP. All
NORTH
FLAN- EAST /I'NT -
vcAl>=: 3L32" = 11-0I'
EAST ENTRY
GENERAL s
A. THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING
SITE CONDITIONS AND ADVISE THE ARCHITECT OF ANY
DISCREPANCIES IN THE DIMENSIONS, DR4WING5, OR
EQUIPMENT DATA PRIOR TO CONSTRUCTION AND SHALL
PERFORM THE WORK TO MEET THE STANDARDS OF ALL
NATIONAL, STATE AND LOCAL CODES.
B. ALL DIMENSIONS ARE TO FACE OF STUD UNLES5
NOTED OTHERWISE.
C. FINI5H FLOOR ELEVATION ASSUMED TO BE 0'-0"
D. A FIRE SPRINKLER SYSTEM. EXISTS AND ANY MODIFICATION5
SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF
BOULDER PRIOR TO INSTALLATION.
1. EXISTING WALKWAY / HAFDSCAPE, NO CHANGE OR WORK,
2. EXTENT OF EXISTING COVERED WALK OR ENTRY ELEMENT.
THIS AREA WILL NOT BE EXPAND= -D.
3. FACE OF EXfSTING B`IJILDING, NO WORK PROPOSED.
4, EXISTING EXPOSED MASONRY COLUMN TO REMAIN.
5. EXISTING MASONRY COLUMN TO BE FURRED WITH STUCCO
FINISH, SEE DETAIL 5 / A32.
6. NEW STUCCO ON FRAME MASS, SEE DTL. 4 / A32.
I. EX15TING STOREFRONT / ENTRY SYSTEM.
S. EXTENT OF NEW OVER -FRAMING ABOVE.
9. OYER -FRAMING FOR NEW ENTRY ELEMENT ON EXISTING
STRUCTURE, SEE A3 SHEETS AND STRJCTURAL.
10. NEW PARAPET ATTACHED TO TOP OF EXIST. PARAPET,
SEE DTL. 3 / A32.
11, NEW CORRUGATED METAL OVER EXISTING CCRRGATED
TRANSLUCENT ROOF COVER,
12, NEW DECORATIVE LIGHT FIXTURE, SEE ELECTRICAL DWGS.
13. NEW 3-0 X 5-0 CLERESTORY WINDOW UNIT IN HIGH WALL
BEYOND, SEE 5TRUCTURAL DRAWINGS.
14, TRANSLUCENT PANELS WITH, BACK LIGHTING, SEE I / A3J.
15. FOOD SERVICE EQUIP., DISPLAYS, ETC, APPROVAL UNDER
SEPARATE PERMIT.
Og BOU
PLANNINSE
DEESDPMENT
FINAL LAND USE DINNING
7,..
SUNFLOWER MARKET
MODIFICATIONS TO EXTERIOR FACADE
VILLAGE SHOF PING CENTER
5OULDER COLORADO
in
TOM GENTRY ARCHITECT
1125 MONTCLAIRE DRIVE NE AL5UQUERQUE, NEW MEXICO 81110
805)164-5550 164-8551 (FAX)
gate :9-28-01 drawn : toe
eV.: file:
2 SECTION a FiIA r ENTRE'= 6OUTH ELEMENT
43.1 5cALE: 1/211 = V_Oil
1Nil SECTION @ F IMAR%f NT %'= 60UTH ELEMENT
A. THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING
SITE CONDITIONS AND ADVISE THE ARCHITECT OF ANY
DISCREPANCIES IN THE DIMENSIONS, DRAWINGS, OR
EQUIPMENT DATA PRIOR TO CONSTRUCTION AND SHALL
PERFORM THE WORK TO MEET THE STANDARDS OF ALL
NATIONAL, STATE AND LOCAL CODE5,
B. ALL DIMEN5ICNS ARE TO FACE OF STUD UNLE55
NOTED OTHERW15E.
C. FIN15H FLOOR ELEVATION ASSUMED TO BE 0'-0"
D. A FIRE 5PRINKLER SYSTEM EXISTS AND ANY MODIFICA T IONS
SHALL BE SUBMITTED TO AND APPROVED BY THE C TY OF
BOULDER PRIOR TO INSTALLATION.
KEYED NOTES
1. EXISTING TOP OF SLAB / WALKWAY.
2- DASHED OR LIGHT LINES SHOW EXISTING 5TRUCTURE
BUILDING ELEMENT.
3. STUCCO OVER FURR-OUT FROM EXIST. MASONRY COLUMN:
SEE DTL. 5 / A32.
4, STUCCO OVER SHEATHING OR BEAM PER STRUCTURAL DUG5.
PROVIDE STUCCO STOP AND SEALANT AT TRANSITION TO SIDING.
5. STUCCO AT CEILING OVER 516" EXTERIOR GRADE GYR BD.
6. EXISTING BEAM / ROOF DECK, SEE STRUCTURAL DWG5.
1. NEW FRAME CONSTRUCTION, SEE STRUCTURAL DWGS.
8. NEW ROOF TRU55E5, SEE STRUCTURAL DWGS.
9. 6" WIDE HORIZONTAL SHIP -LAP SIDING OVER 2 LAYERS
30 LB. BLDG. PAPER ON 5HEATHING PER 5TRUC I URAL,
10, TRIM BOARDS OVER HORIZONTAL SIDING. SEAL AND
SMOOTH ALL JOINTS TO PREP FOR PANT.
11, METAL ROOF PANELS (SEE ELEVA7ION5 FOR METAL 5TYLE)
OVER 2 LAYERS 30 LB. ROOFING FELTS ON ROOF
SHEATHING PER STRUCTURAL DUJG5,
12 3-0 X 1-0 METAL DOOR BEYOND FOR ATTIC ACCESS AT
BACKSIDE OF ELEMENT, ACCESS FROM EXIST, ROOF,
BOTTOM OF DOOR IS 1'-0" ABOVE EXIST. ROOF.
13. NEW T-111 5HEATHING AT COVERED WALK CEILING.
14, LIGHT FIXTURE- SEE ELECTRICAL DUWS. AND ELEVATIONS.
15. METAL PARAPET CAP FLASHING WITH DRIP EDGE, EXTEND
4" OVER BOTH SIDES AND SLOPE TOP TO DRAIN ON ROOF.
16. EXTENSION OF EXIST, TOP OF PARAPET, BRACE AS FEQ'D.
PER STRUCTURAL, NEW CAP FLASHING TO EXTEND OVER
T.P.O. ROOFING ON BACKSIDE OF PARAPET 0011N, TO
OVERLAP EXISTING ROOF MEMBRANE.
11, METAL STOP AT BOTTOM; OFF HORIZ, SIDING WITH SEALANT AT
STOP- ALL OVER T.P.Q. ROOF MEMBRANE TO EXTEND DOWN
AND OVERLAP EXIST. ROOF,
18. NEW T.P.O. ROOFING ON DECKING PER STRUCTURAL ON
PARAPET SIDE, EXTEND NEW ROOFING UP AND UNDER PARAPET
CAP FLASHING. ON LOU SIDE, EXTEND OVER METAL FLASHING:
AT TRAN515TION TO EXISTING TOP OF PARAPET,
19. NEW METAL FLASHING OVER EXIST. PARAPET AND DOWN
12" MIN. WITH DRIP EDGE.
20. EXIST. TOP OF PARAPET TO BE CO'vERED WITH NEW ELEMENTS,
21. SNOJAX SNOW GUARD, INSTALL PER MANUR SPECIFICATIONS.
22. EXISTING SHAPE TO BE REMCVED.
23, STUCCO STOP AND SEALANT AT MATERIAL TRAN51F, Vq,
24_ NEW ROOF DECK ON EXISTING 5TRUCTURE, PER STRUCTURAL.
25, NEW STUCCO DOU.N TO STUCCO STOP. METAL 'FLASHING UNDER
STUCCO STOP AND OYER NEW CANOPY 5HEATHING. LAP NEW
DECKING MEMBRANE OVER FLASHING.
26. METAL EDGE FLASHING OVER METAL ROOF AND 2X8 FASCIA.
21. STUCCO SYSTEM OVER EXISTING BEAM,
25. SEALANT AT JOINT.
29. EXTEND METAL ROOF OVER METAL EAVE FLASHING
WITH DRIP EDGE- 5EALANT AT JOINT TO SAVE BOARD.
30. FLUORESCENT FIXTURE BEHIND TRANSLUCENT PANEL
SYSTEM, SEE AL50 ELECTRICAL DW65.
SUNFLOWER MARKET
MODIFICATION5 TO EXTERIOR FAICADE
VILLAGE SHOPPING CENTER
BOULDER COLORADO
TOM SENTRY ARCHITECT
1125 MONTCLAIRE DRIVE NE ALBUQUERQUE, NEW MEXICO 81110
505)164-8550 '164-85E1(PAX)
I -A
THOMAS CARL
GENTlr
A
Idate: 3-28-01 drawn : tg
rev.: Pile
25'-P1"
RID
BARD
201
011
C'LG.
A3.2 % SCALE: 11211 = 1'-0"
A3.2 J SCALE: 1" = 11®00
3 COAT STUCCO 5Y5TEM ON
Il GA. LOIRE LATH ON 2 LAYERS
GRADE D BLDG. PAPER ON
SHEATHING PER STRUCTURAL
2X FURRING
EXISTING MASONRY COLUMN
HATCHED)
CVT==Ina IIIAI I
A31J SCALE: III = 1'-011
3 COAT STUCCO SYSTEM ON
11 GA. WIRE LATH ON 2 LAYERS
GRADE D BLDG. PAPER ON
SHEATHING PER STRUCTURAL
2X FURRING
3 SECTION e'I ENTRE'= FARAT
A3.2 SCALE: A'= 1'-0"
114",
2 SECTION e F I 1, NTR; = INC. L t N
43.2 SCALE: 1/2" = 1'-0"
T.O.
TRU55E5
4
A3.2
12
S SNOJAX SNOW GUARD 5YSTEM-
INSTALL PER MANUR 5PEC5.
METAL ROOF OVER 2 LAYERS
30 LB. ROOFING FELTS ON
5HEATHING PER 5TRUCTURAL DWG5.
EXTEND ROOFING OVER EDGE
ROOFING FET5 OVER METAL DRIP
EDGE FLASHING
T-111 AT UNDERSIDE OF EAVE
WOOD TRIM AROUND TRANS. PANEL
FALSE MULLION AT CENTER
TRANSLUCENT PANEL SYSTEM IN
METAL FRAME- SEALANT AT ALL
EDGES
METAL FLASHING UP TO OPENING AND
DOWN UNDER ROOFING FELTS
ON ROOF 514EATNING
EAVE / L I HT FA EL
SCALE: I" = 1'-0"
1 SECTION e F I IAR" ENTRE' = NORT 4
43.21 SCALE: 1/211 = 1'-011
9'-4111
L BRS. +
XIST.) `I'
ELGPMENT
t.
5
L) -
L DRAWING
NAGERDom_
0'-(0"
T.O.S. `I'
of Planning and
vices
3RAWING
GENERAL NOTE5
A. THE GENERAL CONTRACTOR 5HAL'_ FIELD VERIFY EXISTING
SITE CONDITIONS AND ADv[SE THE ARCHITECT OF ANY
DISCREPANCIES IN THE DIMENSIONS, DRAWING$ OR
EQUIPMENT DATA PRIOR TO CONSTRUCTION AND SHALL
PERFORM THE WRK TO MEET THE STANDARDS OF ALL
NATIONAL, STATE AND LOCAL CODES.
5, ALL DIMENSIONS ARE TO FACE OF STUD UNLESS
NOTED OTHERWISE,
C. FIN15H FLOOR ELEVATION ASSUMED TO nE 0'-0"
D. A FIRE SPRINKLER SYSTEM EXISTS AND ANY MODIFICATIONS
SHALL BE 5U5MITTED TO AND APPROVED BY THE CITY OF
BOULDER PRIOR TO INSTALLATION.
I. EXISTING TOP OF SLAB / WALKWAY.
2. DASHED OR LIGHT LINES SHOW EXI57NG STRICTURE i
BUILDING ELEMENT.
3, STUCCO OVER FURR-OUT FROM EXIST, MASONRY COLUMN,
SEE DTL. 5 / A32.
4. STUCCO OVER SHEATHING OR BEAM PER STRUCTURAL DUYS.
PROVIDE STUCCO STOP AND SEALANT AT TRANSITION TO 51DING.
5. STUCCO AT CEILING OVER 5/5" EXTERIOR GRADE G"P. BD.
6. EXISTING BEAM / ROOF DECK, SEE STRUCTURAL DW6:5.
1. NEW FRAME CONSTRUCTION, SEE STRUCTURAL D11)35-
6, NEW ROOF TRUSSES, SEE 5TRCTURAL DUGS.
9. 6" WIDE HORIZONTAL SHIP -LAP SIDING OVER 2 LAYERS
30 LB. BLDG. PAPER ON 5HEATHING PER STRUCTUR,?L.
10. TRIM BOARDS OVER HORIZONTAL SIDING. SEAL AND
SMOOTH ALL JOINTS TO PREP FOR PAINT.
1. METAL ROOF PANELS (SEE ELEVATIONS FOR METAL STYLE)
OVER 2 LAYERS 30 LB, ROOFING FELTS ON ROOF
SHEATHING PER STRUCTURAL DUGS.
12. 3-0 X 1-0 METAL DOOR BEYOND FOR ATTIC ACCESS AT
BACKSIDE OF ELEMENT. ACCESS FROM EXIST. ROOF.
BOTTOM OF DOOR 15 l'-0" ABOVE EXIST. ROOF.
13. NEW T-111 SHEATHING AT COVERED WALK CEILING.
14, LIGHT FIXTURE- SEE ELECTRICAL DWS5, AND ELEVATIONS.
15. METAL PARAPET CAP FLASHING WITH DRIP EDGE, EXTEND
41' OVER BOTH SIDES AND SLOPE TOP TO DRAIN ON ROOF.
16, EXTENSION OF EXIST. TOP OF PARAPET, BRACE AS REQ'D.
PER STRUCTURAL. NEW CAP FLASHING TO EXTEND OVER
T.P.O. ROOFING ON BACKSIDE OF PARAPET DOWN TO
OVERLAP EXISTING ROOF MEMBRANE.
11. METAL STOP AT BCT -I OM OF HORIZ. SIDING WITH SEALANT AT
STOP- ALL OVER T.P.O. ROOF MEMBRANE TO EXTEND DOHA;
AND OVERLAP EXIST. ROOF,
I8. NEW T.P.O. ROOFING ON DECKING PER STRUCTURAL. ON
PARAPET SIDE, EXTEND NEW ROOFING UP AND UNDER PARAPET
CAP FLASHING. ON LOW SIDE, EXTEND OVER METAL FLASHING
AT TRANSISTION TO EXISTING TOP OF PARAPET.
a NEW METAL FLASHING OVER EXIST. PARAPET AND DOUN
12" MIN. WITH DRIP EDGE.
20, EXIST. TOP OF PARAPET TO BE COVERED WITH NEW ELEMENTS.
21. SNOJAX SNOW GUARD, INSTALL PER MANUF. SPECIFICATIONS.
22. EXISTING SHAPE TO BE REMOVED.
23, STUCCO STOP AND SEALANT AT MATERIAL TR4N5!STION.
24. NEW ROOF DECK ON EXISTING STRUCTURE, PER STRUCTURAL.
25. NEW STUCCO DOWN TO 5TUCCO STOP. METAL FLASHING UNDER
STUCCO STOP AND OVER NEW CANOPY 5HEATHING. LAP NEW
DECKING MEMBRANE OVER FLASHING.
26. METAL EDGE FLASHING OVER METAL ROOF AND 2XE+ -FASCIA.
21. STUCCO SYSTEM OVER EXISTING BEAM.
25, SEALANT AT JOINT.
23. EXTEND METAL ROOF OVER METAL EAVE FLA64NIG
WITH DRIP EDGE- SEALANT AT JOINT TO EAVE BOARD.
30. FLUORESCENT FIXTURE BEHIND TRANSLUCENT PANE.
5Y5TEM, SEE ALSO ELECTRICAL DWG5.
SUNFLOWER MARKETT
MODIFICATIONS TO EXTERIOR FACADE
VI1_ AGE SHOPPING CENTER
BOULDER COLORADO
TOM GENTRY ARCHITECT
1125 MONTCLA!RE DRIVE NE ALBUQUERQUE, NEW MEXICO 81110
505)164-8550 164 m',';1(FAX)
C0
feg
HOMAS CARL
GENTRY
306519
FD A
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OWNER GART PROPERTIES
299 Milwaukee Street, Suite 501
Denver, CO 80206
303) 399-2555 t Fax (303) 333-1905
Contact: Matt Trasen
Email: MTrasen@gartproperUes.com
ARCHITECT BRAY ARCHITECTURE, INC.
1300 - C Yellow Pine
Boulder, CO 80304
303) 444-1598 / Fax (303) 449-5666
Contact: Jim Bray
Email: brayarch@comcast.net City of Boulder - Department of Planning and
Development Services
STRUCTURAL GEBAU, INC. FINAL LAND USE DRAWING
ENGINEER 1121 Broadway, Suite 201'
Boulder, CO 80302
303) 444-8545 / Fax (303) 444-3140
Contact. John Arndt
Email: jda@gebau.com
MECHANICAL! BOULDER ENGINEERING, INC.
ELECTRICAL / PLUMBING 2430 Broadway, Suite 301
Boulder, CO 80304
303) 444-6038 / Fax (303) 444
Contact: Jerry Novotny
Email: jerry@boulderengineering.com
CIVIL ENGINEER SCOTT COX & ASSOCIATES
1530 55TH Street
Boulder, CO 80303
303) 444-30511 Fax (303) 444-3387
Contaxt: Don Ash
Email: ash@scottcox.com `:B.0gp 4
CONTRACTOR BOOTS CONSTRUCTION
7995 E. Prentice Avenue, Suite 102
Greenwood Village, CO 80111 PLANNING & DEVELOPMENT
303) 721-5809! Fax (303) 721-2918 SERVICES
Contact: Todd Thomford APPROVED
Email: tthomford@bootsconstrucbon.00m FINAL LAND USE DRAWINGSuperintendant: Jarrod Finger
720) 933-4917 (cell)-
PROJECT DATA
PROJECT ADDRESS 2525 ARAPAHOE
BOULDER, CO 80302
BUILDING CODE 2003 INTERNATIONAL BUILDING CODE
OCCUPANCY GROUP M -MERCANTILE
CONSTRUCTION TYPE TYPE III -B PARTIALLY SPRINKLEREDJ Tenant demise is fully sprinkled.
PROJECT DESCRIPTION: Demolition and shell improvements to existing space including addition of tenant square
footage, and exterior renovation including new canopies, paint and exterior veneer.
II - . - 11 1-A
PROJECT No:
2006003
ISSUE WE
01-17-08
U569Cgi(ap
COVER SHEET
INDEX
SHEET NUMBER:
EXISTING
WEST ELEVATION
I'KVI'VJtU
1/16" = 1'-0"
I 'Ca7.t 7.11.1..
SIDINS
BRICK MINSOT
TRANSLUCENT
PANEL
PLANTER
STANDING SEAM
METAL ROOFIN&
SOUTH ELEVATION 2
1/16" = 1'-0"
EAST ELEVATION
1116" = 1'-0"
GRAPHIC
PANELS
EXISTING
PROPOSED
ELEMENT, TYP. ELEMENTS PINNED
PROPOSED
TO COLUMNS
EXISTING
OF -0
PLANNING & DEVELOPMENT
SERVICES
APPROVED
FIN__ ALLAND USE DRAdVING _
L USER SANAGER PATE
SOUTH ELEVATION l
1/16" = 1,0"
JJ
0' 8' 16' 32'
Wfr OcTt:U C RnvrT . _.. _. ___ A -- SUPPORTED CANOPY AT COLUMN
BuILDING
w
z
w
m
CASE No: LUR 2006-00091
PROJECT No: 2006021.30
ISSUE DATE: 05-21-07
REVISIONS:
01-11-08
SHEET TITLE:
BUILDING E
ELEVATIONS
LUMINAIRE SCHEDULE
KEY LAMP DESCRIPTION CEIL'6 (VEf TH) I MANUFACTURM# VOLT
MVR400
AA 1 hiOR EX15TIN65, 5HOE50X P05T TOF MOUNTED 50, POLE 120
06POO Lum) TYPE V DIST
I
MVR400
AA 2 A40R EX15TIN& 5HOEBOX P05T TOP MOUNTED
20, POLE 120
56)000 LUM) TYPE V P15T
AA 5
MVR250
A40R EXISTINS-1 5HOE50X POST TOP MOUNTED 15'FOLE 120
I (
24,000 LUM)
TYPE V V15T
MVR'15
BB 1 HOR EXISTIN& SHOEBOX ARM MOUNTED TYPE V DIST WFOLE 120
24,000 LUM)
552
MVR1175
HOR F-Xl5TIWv 5HOEBOX TY41N W.AD ARM MOUNTED
20'POLE 120
24,000 LUM) TYPE V DIST
I
DO 1 1 MH 34 (5400 LUM) EXISTIN& DOAN LI&HT (RELAMP YV 3*4 W 120
6" ROUND OPEN DOMI-16714T CLIEAR SPECULAR LITHONIADD2MH5q (5400 LUM) REFLEnCTOR HORIZONTAL LAMPS, HPF ATH-T4-5`IMHO-&AR-LD 120
ELECTRONIC LOA TEMP BALLAST
FULL CUTOFF LUMINAIRE, CROOK ARM 1 15, POLE (TOTAL
EE 1 IvIH 10 (5600 LLH) TYPE III DIST, CAST ALUMINUM, ROUNVI SHARE, HIEI&HT YV 500H KIM RA1-F-1A-RA170-'7OMH-D5-F 120ROUNDTAPEREDALUMINUMPOLE12ARKBRONZE
BASE-)
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FINISH.
0) F15 5X
FF 1 5PX55 (625 LUM) MOORATIVE AALL 500W E ViALL +10' AINONA 5104-1AIL-F 120
1516 1
1) F32 TBX EX15TIW7 600SENECK YNIALL LICMT VAALL +10' 120
5P)G5 (5200 LUM)
C-5 2 1) F32 TBX
1
5PX55 (5200 LUM) EX15TIN& (9005EMCK, FOLE MOUNTED 12'FOLE
1
120
Iss 5 1) F32 TBX5PX35 (5200 LUM) WOBENECK K4LL LI&HT, NHITE NALL +10' TmS 516N 1C 120
HH1 MH -10 (5600 LIA-l!) EXISTIN5 KALL PACK KALL (+159 120
KKI MH'70 %OO LUM) FULL CUTOFF KALL BRACKET, CAST ALUMINUM, KALL (+15') HUBBELL K7H5 120DARKBRONZEFINISH
1) F15 BX
LLI
SFX5S (525 LUM)
EX15TIN& ENTRY 516N LI&HT5 TPOLE 120
I _
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M 50A FLOOD MINI SI&N LI&HT N1 124 STEM K6LL HL-`n6-BZ-6L11-4CLEAR LENS- 120EXN1024-12 5EBCO 25OY412V
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1. REMOVE EX15TIW7 LI&HT FIXTURE. CAR CONDUIT AND
MAINTAIN CIRCUIT INTE&RIT'I'.
2. REMOVE (1) HEAD FROM EXISTIN6 TV41N WAD FIXTURE AS
SHOM.
5O REPLACE EX15TING LI&4T FIXTURE AITH NEA PER SCHEDULE.
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PROJECT No:
07056
DATE:
01-17-08
SHEET TITI F:
61MOMMILM-1:9
A
Of
PLANNIN
S & D GES
DEVELOPMENT
FINAL LAN4 USEUSE DW
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SE I
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SHEET MTL..
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7
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THIS
STUCCO VENEER AND
SANDSTONE BASES
AT EXIST. COLUMNS
LIGHT FIXTURES
PROVIDED BY OWNER
AT WA ENTRANCES
5TUCC0 ER-
A EXIST. PA
PROVIDE REVEALS AT
EACH PANEL JOINT
SOUTH ELEVATION CONTINUED
11811 = 1'-0"
1
SANDSTONE SHINERS ON\-EX15T. 5TOREFRONIEXIST.
STOREFRONT VELAR, CMU ON EXIST. COLS. TO REMAIN, TTP. TO REMAIN DASHED LINE INDICATES
COVERED CANOPY NEW SANDSTONE C STONE BASES HT. OF EXIST./ LOWER PARAPETATCOLUMNS
3 SOUTH ELEVATION
118" = 1'-011
NEW 57UGCO VENEER '
MT. PANEL VENEER AT EXIST. PANELS,
SHEET MTL. PROVIDE REVEAL5 AT
PARAPET GAP \ I EACH PANEL JOINT
STUCCO VENEER DASHED LINE INDICATES PLAZA/ 6UARDRAIL
FFE ELEVATION UNDER SEPARATE PI
NEW STUCCO VVNEEP 0565 5292.,10
TO MATCH w -NI CONST.
V \-LIGHT FIXTURES \--•LANDSCAPE PLANTER: -
PROVIDED BY OWNER ARCH. CONC. W/ 4"
4.1 AT NEIN ENTRANCES SANDSTONE CAP UNDER
SEPARATE PERMIT
118" = 1'-0"
mI
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Mimi
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CANOPIESALLrBE - r --
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W TI ELEVATION
USGS ARCH ELEV.
FIRST FLOOR 5290.3 146'-3"
100 YR USER 5290.9 416-4°
FLOOD 5292.41 1S' -II"
PROTECTION
ELEVATION FFE
EXTERIOR IMPROVEMENTS BY FUTURE TENANT
1 7 -
i,
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LOADING DOCK FACADE UNDER, SEPARATE PERMIT
I------------------------
4 NEW PAINT AROUND 5LD6. TO BOULDER SKI DEALS
PROJECT NO:
2006003
ISSUE DATEQ10-01-07
REVISIONS:
11-02-07
1
SHEET TIRE:
EXTERIOR
ELEVATIONS
SHEET NUMSER:
A3.1
1:111IONW.11,21
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4
PLANNING
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DEVELESOPMENT
S
APPROVED
FINAL LAND USE DRAWING
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SHEET MTL.
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CANOPY TYPE "A"
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IDE REVEALS AT
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STONE EASES DASHMEDLINE ICATE5--/
COVERED CANOPY NEW SANDSTONE C j HT. OF EXIST./ LOWER PARAPETATCOLUMNS
SOUTH ELEVATION
In REVEALS
1/811 = 11-01,
LEVEL usc-S ARCH ELEV.
ND4 STUCCO VENEER
MT PANEL VENEER AT EXIST. PANELS,
PROVIDE REVEALS ATFEACHPANELJOINT
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I FFE ELEVATION UNDER SEPARATE M
NEW STUCCO VENEER US&S 52112.110
TO MATCH NEW, CON5T.
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PROVIDED BY OWNER ARCH. CONC. N 40
AT WA ENTRANCES SANDSTONE CAP UNDER
SEPARATE- PERMIT
EAST ELEVATION
1/8ft = 1'-0"
FIRST FLOOR 5240.5 461-58
100 m USM 5240A cW-4"
FLOOD 5242.4 4TV-114
PROTECTION
ELEVATION FFE
EXTERIOR IMPROVEMENTS BY FUTURE TENANT:,,
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