HomeMy WebLinkAboutSTREETS PARK - BASIC DEVELOPMENT REVIEW - BDR180010 - SUBMITTAL DOCUMENTS - ROUND 2 - ARCHITECTURAL DETAILSA
B
C
D
3 2 1
RAISED ROOF ABOVE
ROOF BELOW
ROOF BELOW
TYP.
1' - 6" 6' - 10 7/8" 1' - 6"
PFM.
LOUVER
23.05
A
B
C
D
3 2 1
R1
R1
R1
SLOPE DOWN
1/4" / 12"
SLOPE DOWN
1/4" / 12"
1' - 6" 1' - 6"
1' - 6"
5.01
5.01
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
ROOF GENERAL NOTES
1. VERIFY ALL EXISTING ROOF ASSEMBLIES AND CONDITIONS AS
REQUIRED
2. VERIFY & COORDINATE ALL DIMENSIONS WITH EXISTING
CONDITIONS.
3. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES
REGARDING THE CONTRACT DOCUMENTS.
R1 NEW 12" P.F. METAL STANDING SEAM OVER
STRUCTURE (REF: STR'L)
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT
TO COPYRIGHT PROTECTION AS AN
'ARCHITECTURAL WORK' UNDER THE COPYRIGHT
PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO
CURRENT UNIFORM BUILDING CODE AND ALL
OTHER APPLICABLE CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS
AND ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE
THE COMPLETE RESPONSIBILITY TO NOTIFY
ENGINEERS, ARCHITECTS AND ALL OTHER DESIGN
PROFESSIONALS OF ANY DIS- CREPANCIES,
SYSTEMNOTES SYSTEM NOTES--RRRROOOOOOOOFFFFSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
ROOF GENERAL NOTES
1. VERIFY ALL EXISTING ROOF ASSEMBLIES AND CONDITIONS AS
REQUIRED
2. VERIFY & COORDINATE ALL DIMENSIONS WITH EXISTING
CONDITIONS.
3. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES
REGARDING THE CONTRACT DOCUMENTS.
R1 NEW 12" P.F. METAL STANDING SEAM OVER
STRUCTURE (REF: STR'L)
SYSTEMNOTES SYSTEM NOTES--FFFFLLLLOOOOOOOORRRRSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
P1 4" REINFORCED CONCRETE SLABS, REF: STR'L
1 2 3
TRANSLUCENT
POLYCARBONATE GLAZING
P.F. METAL FRAME
R1
R1
P1
19' - 4" 19' - 4"
A B C D
P.F. METAL STANDING SEAM ROOF
P.F. METAL FLASHING/GUTTER
& DOWNSPOUT
STRUCTURAL SLAB 4" CONC. ON GRADE
R1
R1 R1
P1
5.01
5.01
3 2 1
8' - 4"
B.
P1
R1
R1
N.
D C B A
M.
M.
M.
N. N.
R1 R1
R1
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT
TO COPYRIGHT PROTECTION AS AN
'ARCHITECTURAL WORK' UNDER THE COPYRIGHT
PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO
CURRENT UNIFORM BUILDING CODE AND ALL
OTHER APPLICABLE CODES.
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 EXISTING WALL
W2 2 1/2" (25 GAUGE) MTL STUDS AT 16" O.C.
W3 3 5/8" (25 GAUGE) MTL STUDS AT 16" O.C.
W4 4" (25 GAUGE) C H MTL STUDS AT 16" O.C.
W6 6" (25 GAUGE) MTL STUDS AT 16" O.C.
C8 8" CONCRETE WALL, REF. STR'L.
M4 STANDARD CONCRETE MASONRY UNIT WALL
M6 COLOR/SPLIT FACE CONCRETE MASONRY UNIT WALL
GENERAL WALL NOTES
1. ALL WALLS TO BE W3-A UNLESS OTHERWISE NOTED
2. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
3. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
4. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
5. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F2 4" REINFORCED CONCRETE SLABS, REF: STR'L
F3 WOOD DECKING ON WD TRUSS JOISTS (REF: STR'L)
F1 EXISTING CONCRETE FLOORS TO REMAIN
P2 EXISTNG CONCRETE WALKS TO REMAIN, PATCH &
REPAIR AS NEEDED
P3 NEW CONCRETE WALKS
P1 EXISTING ASPHALT TO REMAIN, PATCH & REPAIR AS
NEEDED
UTILITY /
JJJJAAAANNNNIIIITTTTOOOORRRR
8' - 8" 8" 8' - 0" 8"
W1
W5
W5
W1
W1
3' - 4" 1' - 4"
12' - 0"
10' - 0" 8' - 0" 10' - 0"
W4
W4
10' - 8"
8' - 8"
6" 9' - 0" 6"
5' - 6" 5' - 2"
EQ
(TYP.)
TRELLIS ABOVE
WWWWOOOOMMMMEEEENNNN''''SSSS
RRRREEEESSSSTTTTRRRROOOOOOOOMMMM
01
03
W1
W5
W5
W1
10' - 8"
5' - 6" 5' - 2"
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
ROOF GENERAL NOTES
1. VERIFY ALL EXISTING ROOF ASSEMBLIES AND CONDITIONS AS
REQUIRED
2. VERIFY & COORDINATE ALL DIMENSIONS WITH EXISTING
CONDITIONS.
3. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES
REGARDING THE CONTRACT DOCUMENTS.
R1 NEW P.F. METAL STANDING SEAM OVER ____
STRUCTURE (REF: STR'L)
SLOPE DOWN
1/4" / 12"
R1
1' - 6"
8"
8"
WALL
LINE
BELOW
P.F.M. GUTTER
& DN. SPOUT
8"
5.01
7.01 7.01
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND
ALL OTHER DESIGN PROFESSIONALS OF ANY DIS-
CREPANCIES, CONFLICTS, BUILDING OR OTHER CODE
REQUIREMENTS AS REP- RESENTED BY THESE CONSTRUCTION
DOCUMENTS. ANY PROFESSIONAL LIABILITY CLAIMS SHALL
BE LIMITED TO THE EXTENT OF SAID DESIGNERS FEE, ONLY
AND IS HEREBY RECOGNIZED AS SUCH BY ANY CLAIMANTS,
OWNERS, LIEN HOLDERS OR OTHERS.
A4.1
ROOF PLAN
02.06.18
SJS
BKT
Project Number
FORT COLLINS
PARK AND PLANNING DEVELOPMENT
215 N. MASON ST
FORT COLLINS, COLORADO
STREETS PARK
05.07.2018
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 EXISTING TO REMAIN
3.01 CONCRETE FOUNDATION, (REF: STRUCTRUAL)
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, GUTTERS & DOWNSPOUTS
5.02 CONT. P.F.M. SNOW GUARD
6.04 COUNTERTOP
7.01 SKYLIGHT / LITE TUBE
7.03 THERMAL / MOISTURE PROTECTION
9.01 FLOOR BASE
22.01 FLOOR DRAIN -( REF: PLUMBING DRWG)
22.02 MOP SINK - (REF: PLUMBING)
22.03 DRINKING FOUNTAIN (REF: PLUMBING)
23.01 ROOF PENETRATION - (REF: MECHANICAL)
23.02 RTU - (REF: MECHANICAL)
23.03 EXHAUST FAN - (REF: MECHANICAL)
26.01 LIGHTING - (REF: ELECTRICAL)
NORTH
A4.1 1/2" = 1'-0"
1 ROOF PLAN
MMMMEEEENNNN''''SSSS
RRRREEEESSSSTTTTRRRROOOOOOOOMMMM
02
1' - 4" 3' - 4"
1' - 8" 3' - 4" 3' - 0"
1' - 6"
1' - 6"
3' - 0" 2' - 6"
28' - 0"
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND
ALL OTHER DESIGN PROFESSIONALS OF ANY DIS-
CREPANCIES, CONFLICTS, BUILDING OR OTHER CODE
REQUIREMENTS AS REP- RESENTED BY THESE CONSTRUCTION
DOCUMENTS. ANY PROFESSIONAL LIABILITY CLAIMS SHALL
BE LIMITED TO THE EXTENT OF SAID DESIGNERS FEE, ONLY
AND IS HEREBY RECOGNIZED AS SUCH BY ANY CLAIMANTS,
OWNERS, LIEN HOLDERS OR OTHERS.
A2.1
FLOOR PLAN
02.13.18
SJS
BKT
Project Number
FORT COLLINS
PARK AND PLANNING DEVELOPMENT
215 N. MASON ST
FORT COLLINS, COLORADO
STREETS PARK
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 EXISTING TO REMAIN
3.01 CONCRETE FOUNDATION, (REF: STRUCTRUAL)
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, GUTTERS & DOWNSPOUTS
5.02 CONT. P.F.M. SNOW GUARD
6.04 COUNTERTOP
7.01 SKYLIGHT / LITE TUBE
7.03 THERMAL / MOISTURE PROTECTION
9.01 FLOOR BASE
22.01 FLOOR DRAIN -( REF: PLUMBING DRWG)
22.02 MOP SINK - (REF: PLUMBING)
22.03 DRINKING FOUNTAIN (REF: PLUMBING)
23.01 ROOF PENETRATION - (REF: MECHANICAL)
23.02 RTU - (REF: MECHANICAL)
23.03 EXHAUST FAN - (REF: MECHANICAL)
26.01 LIGHTING - (REF: ELECTRICAL)
NORTH
A2.1 1/2" = 1'-0"
1 FLOOR PLAN
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS
AND ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE
THE COMPLETE RESPONSIBILITY TO NOTIFY
ENGINEERS, ARCHITECTS AND ALL OTHER DESIGN
PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE
REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT
OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS,
OWNERS, LIEN HOLDERS OR OTHERS.
A5.1
ELEVATIONS
02.06.18
Checker
Author
Project Number
CITY OF FORT COLLINS
PARK AND PLANNING DEVELOPMENT 215 N. MASON ST
FORT COLLINS, COLORADO
STREETS PARK
05.07.2018
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 EXISTING TO REMAIN
3.01 CONCRETE FOUNDATION, (REF: STRUCTRUAL)
5.01 PRE-FINISHED METAL FLASHING, GUTTERS & DOWNSPOUTS
5.02 CONT P.F.M. SNOW GUARDS
7.01 CONTINUOUS RIDGE VENT
7.02 CONTINUOUS RIDGE CAP
8.01 P.F. ALUMINUM STOREFRONT
23.01 ROOF PENETRATION - (REF: MECHANICAL)
23.02 RTU - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
26.01 LIGHTING - (REF: ELECTRICAL)
A5.1 1/4" = 1'-0"
1 NORTH ELEVATION
A5.1 1/4" = 1'-0"
2 EAST ELEVATION
A5.1 1/4" = 1'-0"
3 SOUTH ELEVATION
A5.1 1/4" = 1'-0"
4 WEST ELEVATION
A5.1 12" = 1'-0"
5 NORTH RENDERING
CONFLICTS, BUILDING OR OTHER CODE
REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT
OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS,
OWNERS, LIEN HOLDERS OR OTHERS.
A4.1
CLERESTORY & ROOF
PLAN
02.06.18
Checker
Author
Project Number
CITY OF FORT COLLINS
PARK AND PLANNING DEVELOPMENT 215 N. MASON ST
FORT COLLINS, COLORADO
STREETS PARK
05.07.2018
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 EXISTING TO REMAIN
3.01 CONCRETE FOUNDATION, (REF: STRUCTRUAL)
5.01 PRE-FINISHED METAL FLASHING, GUTTERS & DOWNSPOUTS
5.02 CONT P.F.M. SNOW GUARDS
7.01 CONTINUOUS RIDGE VENT
7.02 CONTINUOUS RIDGE CAP
8.01 P.F. ALUMINUM STOREFRONT
23.01 ROOF PENETRATION - (REF: MECHANICAL)
23.02 RTU - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
26.01 LIGHTING - (REF: ELECTRICAL)
NORTH
A4.1 3/8" = 1'-0"
1 UPPER CLERESTORY PLAN
A4.1 3/8" = 1'-0"
2 ROOF PLAN
NORTH