HomeMy WebLinkAboutPLAN Pavillion 510 Moraine Ave 2023-04SHEET TITLE:
1 CLIENT:
SHEET
PROJECT TITLE:
11001-001
JOB NO.SHEET
DATE:
SCALE:
APRIL 2023
AS SHOWN
APPROVED BY:MST
REVISION:BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DATE:
MST
JLR
---
COFFEE ON THE ROCKS
SITEPLAN
PAVILION
COFFEE ON THE ROCKS
2023 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459
SITE STATISTICS:
Utilities:
Water Town of Estes Park Electric Town of Estes Park
Sewer Upper Thompson Sanitation District Gas Excel
Telephone Century Link
AVERAGE SLOPE = ~4.0%
ALLOWABLE MAXIMUM NET LOT COVERAGE (80%):
GROSS/NET LAND AREA -73,616± SF 1.69± ACRES
SITE LAND AREA COVERAGE STATISTICS COVERAGE % LOT
(GROSS LAND AREA - 73,616± SF)
EXISTING LOT COVERAGE
Buildings 1273 sf 1.74%
Parking/Drives 10651 sf 14.47%
Walkways/ Patio 1250 sf 1.70%
PROPOSED LOT COVERAGE
Pavilion 900 sf 1.22%
TOTAL IMPERVIOUS COVERAGE 25,500 sf 19.12%
TOTAL OPEN SPACE 11,350 sf 80.88%
SITE STATISTICS:
THAT PORTION OF THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 5
NORTH, RANGE 73 WEST OF THE 6TH P.M., DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT FROM WHENCE THE SOUTHWEST CORNER OF
THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 25 BEARS
SOUTH 61°00' WEST 1007.8 FEET;
THENCE NORTH 40°30' EAST 195.1 FEET;
THENCE SOUTH 49°30' EAST 140 FEET, MORE OR LESS TO THE CENTER
OF THE BIG THOMPSON RIVER;
THENCE SOUTHWESTERLY ALONG CENTER OF SAID RIVER TO A POINT
FROM WHICH THE POINT OF BEGINNING BEARS NORTH 29°47' WEST 380
FEET, MORE OR LESS TO THE POINT OF BEGINNING,
COUNTY OF LARIMER, STATE OF COLORADO.
LEGAL DESCRIPTION:
CS & NC, LLC
510 MORAINE AVENUE
ESTES PARK, CO 80517
PROPERTY OWNER:
PROPERTY SIZE = 1.69 ACRES
ZONING - COMMERCIAL OUTLYING (CO)
HIGHWAY SETBACK = 25 FEET
SIDE SETBACK (EAST) = 15 FEET
SIDE SETBACK (WEST) = 25 FEET
RIVER SETBACK = 30 FEET
TABLE 4-5 [6] STATES;
"SETBACK SHALL BE INCREASED TO 25 FEET IF THE
LOT LINE ABUTS A RESIDENTIAL ZONING DISTRICT
BOUNDARY"
OWNER PROPOSES AN 8-FOOT SETBACK TO THE
PROPERTY LINE.
40
SCALE 1" = 40'
0 40 80 120
LEGEND:
SCALE 1" = 1000'
VICINITY MAP
MAP TAKEN FROM ESTES PARK DIGITAL MAPPING
SITEPLAN
COFFEE ON THE ROCKS PAVILION
510 MORAINE AVE.
ESTES PARK, CO 80517
VARIANCE REQUEST: APPROVED 04/04/2023
4" CONCRETE SLAB
2
'
2'
9'-4"
9'-4"9'-4"
9'-4"
17
'
-
4
"
9'-8"
9'-8"9'-73
4 "
9'-8 1
4"
1
8
'
1
7
'
-
4
"
18
'
2'
4'
47'-1"
8'-11
4"
167°
167°
154°
4"
(
T
Y
P
.
)
4"
(TYP.)
1'
TYPICAL PIER
SEE DETAIL D-D'
TYPICAL PIER
SEE DETAIL D-D'
D
D'
18'
9'
10'-03
4"
11'-103
4"
12'-111
2"
2'X2'
1'-2"
2'X2'
1'-2"
4" CONCRETE SLAB
8X8 TIMBER
COLUMNS
1-3/4" LVL. @
SUPPORT COLUMNS
19
32" OSB NAILED W/ 8d NAILS @ 4"
O.C. EDGES AND 6" O.C. FIELD.
8X8 TIMBER
COLUMNS
STANDING SEAM METAL
ROOFING W/ UNDERLAYMENT
PER IRC SECTION 1507.4
3-1/8" X 13-1/2"
GLULAM
2
12(2) 3
4" THRU
BOLTS
(2) 3
4" THRU
BOLTS
3-1/8" X
13-1/2" GL.
SIMPSON CB88
POST BASE
6'
8X8 TIMBER
KNEE BRACE
8'-6"
3
4" THRU BOLTS
W/ (2) 8"
TIMBERLOK
18'
9'
10'-03
4"
11'-111
2"
12'-111
2"
2'X2'
1'-2"
2'X2'
1'-2"
4" CONCRETE SLAB
8X8 TIMBER
COLUMNS
11-7/8" RFPI 40 @ 16"
O.C.
19
32" OSB NAILED W/ 8d NAILS @ 4"
O.C. EDGES AND 6" O.C. FIELD.
8X8 TIMBER
COLUMNS
STANDING SEAM METAL
ROOFING W/ UNDERLAYMENT
PER IRC SECTION 1507.4
3-1/8" X 13-1/2"
GLULAM
2
12
SIMPSON
ISU2.37/11.88
HANGER
3-1/8" X
13-1/2" GL.
SIMPSON CB88
POST BASE
D
D'
SIMPSON
ISU2.37/11.88
HANGER
-FOOTINGS-
DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 2,500 PSF ON THE
EXISTING SUBGRADE, BELOW FROST DEPTH BASED ON DEAD LOAD PLUS LIVE LOAD.
ALL FOOTINGS TO BE SET ON EXISTING SUBGRADE.
REINFORCED CONCRETE:
DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-14).
CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301).
STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:
DETAILING, FABRICATIONS, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE
MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-80).
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASTM
A615, AND SHALL BE GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD-BENT, WHICH SHALL BE GRADE
40. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS,
MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN
WALLS AND SLABS, PROVIDE 2-#5, EXTENDING 2'-0" BEYOND EDGE OF OPENING. IN CONTINUOUS MEMBERS,
SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. PROVIDE INTERMITTENT
SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS.
EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE
CONCRETE SHALL BE AS FOLLOWS:
A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
B. EXPOSED TO EARTH OR WEATHER:
#5 BAR, W31 OR D31 WIRE, AND SMALLER
C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:#11 BAR AND SMALLER
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT
STIRRUPS, TIES, SPIRALS
ALL REINFORCING STEEL IS TO BE TIED IN PLACE PRIOR TO PLACING CONCRETE. NO WET SET OF
REINFORCING STEEL WILL BE PERMITTED.
ANCHOR BOLTS AND RODS FOR BEAM AND COLUMN-BEARING PLATES SHALL BE PLACED WITH SETTING
TEMPLATES.
A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHOULD OBSERVE THE FOUNDATION EXCAVATION
PRIOR TO FOUNDATION CONSTRUCTION.
CONTROL JOINTS ARE RECOMMENDED @ 10" O.C. IN EACH DIRECTION AND HAVE A MINIMUM DEPTH OF 1".
AREAS BELOW SLABS SHALL BE SCARIFIED, MOISTENED AND RECOMPACTED TO 95% STANDARD PROCTOR.
Intended Use f'c, psi
28day Ratio
W/C
Aggregate
Maximum
inches
Slump
Percent
Entrained Air
Type
Cement
Comments
Admixtures,
I/II2-4%63/4" Stone3,000Footings .5
3/4" StoneWalls4,500 .45 6%4 I/II
3/4" StoneExt slab on grade 4,500 .45 6%4 I/II
3/4" StoneInt slab on grade 3,500 .5 2-4%4 I/II Fibermesh
3"
1-1/2"
3/4"
1-1/2"
1-1/2"
FOUNDATION DESIGN
1.CONSTRUCTION TO COMPLY WITH 2015 IBC (TYP)
2.ALL FRAMING LUMBER TO BE #2 HEM FIR OR BETTER
3.ALL STRUCTURAL SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARDS, AND SHALL BE
IDENTIFIED WITH AN APA GRADE MARK
4.ALL BOLT HOLES TO BE 1/32" LARGER THAN THE BOLT DIAMETER
5.NO CHECKS OR SPLITS ALLOWED AT AREAS TO BE BOLTED
6.THE FRAMING HARDWARE SHOWN ARE BY "SIMPSON-STRONG TIE COMPANY", ANY SUBSTITUTIONS
TO BE APPROVED BY THE ENGINEER AND BE I.C.B.O APPROVED
7.ALL SIMPSON HARDWARE (OR APPROVED SUBSTITUTION) TO BE INSTALLED PER MANUFACTURES
RECOMMENDATION.
8.ALL ENGINEERED LUMBER TO BE INSTALLED PER MANUFACTURES RECOMMENDATION.
9.SHEATHING TO BE 19
23 OSB NAILED W/ 8d NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD
FRAMING NOTES:
INTERNATIONAL BUILDING CODE: IBC 2015 EDITION
ROOFS
GROUND SNOW, Pg (INTERPOLATED)67 psf
ELEVATION (7600)
FLAT ROOF SNOW, Pf 56 psf
SNOW EXPOSURE FACTOR, Ce 1.0
SNOW IMPORTANCE FACTOR, Ci 1.0
SNOW THERMAL FACTOR, Ct 1.2
LATERAL
WIND
3-SECOND GUST VELOCITY 175 MPH
IMPORTANCE FACTOR 1.0
SEISMIC
SOILS SITE CLASS B
MAPPED SPECTRAL RESPONSE ACCELERATIONS
Ss 22.5
S1 7.0
DESIGN LOADS:
20'19'-101
4"
18'
10'
47'-2"
18'
154°
4'-13
4"4'-11
2"
11-7/8" RFPI
JOIST @ 16" OC.
11-7/8" RFPI
JOIST @ 16" OC.
11-7/8" RFPI
JOIST @ 16" OC.
11-7/8" RFPI
JOIST @ 16" OC.
A
A'
A
A'
A
A'
B
B'
B
B'
B
B'
B
B'
1
1
-
7
/
8
"
X
1
-
3
/
4
"
L
V
L
1
1
-
7
/
8
"
X
1
-
3
/
4
"
L
V
L
1
1
-
7
/
8
"
X
1
-
3
/
4
"
L
V
L
11
-
7
/
8
"
X
1
-
3
/
4
"
L
V
L
11
-
7
/
8
"
X
1
-
3
/
4
"
L
V
L
11
-
7
/
8
"
X
1
-
3
/
4
"
L
V
L
SIMPSON
ISU2.37/11.88 HANGER
EACH END
SIMPSON
ISU2.37/11.88 HANGER
EACH END
LSSR2.37Z
HANGER
C
C'
C
C'
1'-2"
(2) 3
4" THRU
BOLTS
(2) 3
4" THRU
BOLTS
8"X8" TIMBER
COLUMN
8"X8" KNEE
BRACE
3-1/8" X 13-1/2"
GLULAM
(2) THRU BOLTS W/ (2) 8"
TIMBERLOK EACH SIDE
14" Ø CAISSION
2"
3"
(2) #4 HOOPS
LOCATED IN TOP
5" (TYP)
SIMPSON CB88
POST BASE
8X8 TIMBER
COLUMN
2'-6"
10"
2'X2'
(4) #4 VERT. W/ 6"
FOOT
(3) #4 HORZ. EACH
WAY
DATE
SCALE
APPROVED BY
AS SHOWN
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2023 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
2
SHEET
11001.001
JOB NO.
DATE
SCALE
APPROVED BY
AS SHOWN
APRIL 2023
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
COFFEE ON THE ROCKS
510 MORAINE AVE.
ESTES PARK, COLORADO
PAVILION
FRAMING AND FOUNDATION
COFFEE ON THE ROCKS
FOUNDATION PLAN
SCALE 1/4"=1'
MST
JLR
MST
ROOF PLAN
SCALE 1/4"=1'
OCCUPANCY GROUP: A-2 ASSEMBLY
TYPE V-B BUILDING
0HR ROOF
>10' DISTANCE TO PROPERTY, NO RATINGS REQUIRED
SIZE: 790 SF
OCCUPANT LOAD: 53 (@ 15SF /PERSON TABLES + CHAIRS, TYPICAL)
2 EXITS REQUIRED (MIN 82' APART - ½ DIAGONAL)
RESTROOM FACILITIES: GUEST + PUBLIC (INCL ACCESSIBLE)
RESTROOMS PROVIDED WITHIN EXISTING STRUCTURE ON-SITE
18"X6' ROCK GABIAN
BASKET, FREE
STANDING
12'-111
2"
2
12
18"X6' ROCK GABIAN
BASKET, FREE
STANDING
6'
12'-111
2"
2
12
18"X6' ROCK GABIAN
BASKET, FREE
STANDING
6'
DATE
SCALE
APPROVED BY
AS SHOWNMST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2023 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
2
SHEET
21001.001
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
APRIL 2023
MST
MSTDRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
COFFEE ON THE ROCKS
2015 IBC CODE STUDY
COFFEE ON THE ROCKS
510 MORAINE AVE.
ESTES PARK, COLORADO
PAVILION
ELEVATIONS
COFFEE ON THE ROCKS