HomeMy WebLinkAboutPLANS Deck 160 1st St 2023-04-17DESIGN CRITERIA
APPLICABLE CODES:
2015 International Building Code (IBC)
2015 International Existing Building Code (IEBC)
JURISDICTION:
Town of ESTES PARK
ZONING CLASSIFICATION:
COMMERCIAL OUTLYING
OCCUPANCY: RESTAURANT Group A-2
FEMA FLOOD ZONE:
X, area of minimal flood hazard
LEGAL DESCRIPTION:
Lots 8-12, Block 2, Reclamation Subdivision, Estes
Park, CO
Project Elevation: 7545’
Ground Snow Load (Pg) 66 psf
Wind Speed: 175 mph Exposure C
Seismic Design Category: B
Assumed Soil Bearing Pressure: 2,500 psf
CODE ANALYSIS:
Construction Type: Concrete patio, uncovered, no walls
(non-combustible)
Allowable floor area: Unlimited
Existing occupancy separation: none required, A-2 to A-2
Occupancy Group: Sec 303.3
Group A-2-Outdoor Dining (proposed)
Group A-2-Interior Dining (existing)
Group A-2-Commercial Kitchen (existing)
New patio sq ft: 375 (net)
Proposed occupancy exterior: 25, unconcentrated
(Tables and Chairs) 1004.1.2
Existing posted interior occupancy: 49 maximum
Proposed new interior occupancy: 0
Number of exits: 1 required patio, 1 required indoor.
Outdoor patio egress is directly to sidewalk. All doors and windows
min. 32" clear.
Plumbing fixtures:
2902.1: minimum number of required plumbing fixtures
Water Closets
A-2 Men 37x1/75= 1
Women 37x1/75= 1
Lavatories
A-2 74x1/200= .37
GENERAL STRUCTURAL NOTES
FOUNDATION DESIGN:
DESIGN OF INDIVIDUAL AND CONTINUOUS FOOTINGS IS BASED ON A MAXIMUM
ALLOWABLE BEARING PRESSURE OF 2500 LBS PER SQUARE FOOT (DEAD LOAD PLUS FULL
LIVE LOAD) PLACED ON THE UNDISTURBED NATURAL SOILS, COMPACTED STRUCTURAL FILL
OR NATIVE STONE.
CAST-IN-PLACE CONCRETE:
A. ALL CONCRETE DESIGN IS BASED ON THE "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE" (ACI 318).
B. ALL STRUCTURAL CONCRETE SHALL HAVE MINIMUM 28-DAY COMPRESSIVE
STRENGTHS AS FOLLOWS: FOOTINGS 3000 PSI; SLABS ON GRADE 3500 PSI.
C. CONCRETE SHALL BE PROPORTIONED UTILIZING TYPE 1/11 CEMENT. CONCRETE
SUSCEPTIBLE TO FREEZING SHALL BE FORMULATED FOR MAXIMUM FROST RESISTANCE IN
ACCORDANCE WITH "ACI MANUAL OF CONCRETE PRACTICE".
D. CONTRACTOR SHALL NOTIFY VAN HORN OF COLD JOINT LOCATIONS PRIOR TO OR
DURING CONCRETE FORMING.
E. COLD WEATHER AND/OR HOT WEATHER CONCRETING PROCEDURES SHALL BE
PROVIDED, IF CONDITIONS WARRANT, AS RECOMMENDED IN THE "ACI MANUAL OF
CONCRETE PRACTICE".
F. ALL ANCHOR BOLTS SHALL BE LOCATED AT A MINIMUM OF 5 BOLT DIAMETERS FROM
CONCRETE EDGE. CONCRETE FOOTING AND FOUNDATION SHALL HAVE MIN FROST
PROTECTION OF 30" TO GRADE. EXTERIOR DECK PIERS SHALL BE POURED TO ELEVATIONS
AS SHOWN ON PLANS.
G. CONTRACTOR TO VERIFY TOP OF FOOTING AND TOP OF CONCRETE ELEVATIONS WITH
EXISTING AND PROPOSED GRADE.
H. SAW-CUT SLAB CONTROL JOINTS SHALL BE MIN 1" DEEP & MIN 12'-0" OC OR LESS AS
MAY BE SHOWN ON PLANS.
REINFORCING STEEL:
A. ALL DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN
ACCORDANCE WITH THE "ACI MANUAL OF CONCRETE PRACTICE".
B. REINFORCING BARS SHALL CONFORM TO ASTM SPECIFICATION A615 AND SHALL BE
GRADE 60, EXCEPT TIES, FIELD BENT BARS WHERE PERMITTED BY NOTE ON PLAN, OR
BARS TO BE WELDED WHICH SHALL BE GRADE 40.
C. AT SPLICES, LAP BARS 36 DIAMETERS. AT SPLICES IN MASONRY, LAP BARS 42
DIAMETERS. AT CORNERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE CORNER
BARS. AROUND OPENINGS IN WALLS AND SLABS, PROVIDE (2) #5'S EXTENDING 2'-0"
BEYOND EDGE OF OPENING.
D. EXCEPT AS NOTED ON THE DRAWINGS, MINIMUM CONCRETE PROTECTION FOR
REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318.
E. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A-185.
PROJECT INFORMATION
ADDRESS:
160 S SAINT VRAIN AVE
Estes Park CO 80517
PARCEL NUMBER:
2530206008
SCHEDULE:
0518921
LOT INFORMATION:
LOT SIZE: .97 ACRES
ZONING: CO COMMERCIAL OUTLYING
UTILITIES:
WATER: TOWN OF EP WATER
SEWER: TOWN OF EP SANITATION
ELECTRICITY: TOWN OF EP ELECTRIC
GAS: XCEL ENERGY
SHEET INDEX
S1 - COVER PAGE AND PROJECT INFORMATION
S2 - FOUNDATION AND DETAILS PAGE
S3 - ELEVATION AND ISOMETRIC VIEWS
PROJECT TEAM
CLIENT
MARK RISSMILLER
EPCO PROPERTIES
PHONE: (214) 616-9430
EMAIL: mark.rissmiller@epcoproperties.com
CONTRACTOR
ESTES VALLEY CONSTRUCTION
JIM WRIGHT
PHONE: (970) 213-3882
EMAIL: jim@estesvalleyconstruction.com
ENGINEER OF RECORD
VANHORN ENGINEERING
FRANK ROBERTS
PHONE: (970) 586.9388
EMAIL: frank@vanhornengineering.com
DRAFTING / PLANWORK
STEVE RANDALL
PHONE: (970) 443-0704
EMAIL: steve@vanhornengineering.com
GENERAL PROJECT NOTES
1) DIMENSIONS ARE TYPICALLY TO FACE OF
MASONRY OR CONCRETE, AND FACE OF FRAMING
MEMBER, UNLESS NOTED OTHERWISE.
2) THIS PROJECT IS IN ADDITION TO AN
EXISTING STRUCTURE AND DIMENSIONS MAY
NEED TO BE VERIFIED AND/OR ADJUSTED IN
FIELD.
3) ALL DIMENSIONS MARKED WITH ± ARE
APPROXIMATE.
4) INSPECT AND VERIFY EXISTING CONDITIONS.
NOTIFY G.C. OF ANY DISCREPANCIES OR
QUESTIONS.
5) ALL WORK SHALL COMPLY WITH LOCAL CODES
AND REGULATIONS.
6) MAINTAIN A CLEAN AND SAFE WORK-SITE AT
ALL TIMES. CLEAN UP CONSTRUCTION DEBRIS
ON A REGULAR BASIS.
7) ALL NEW MATERIALS AND FINISHES SHALL
MATCH EXISTING UNLESS SPECIFIED IN THESE
DRAWINGS OR DICTATED BY CLIENT/OWNER.
COORDINATE ALL FINAL SELECTIONS WITH G.C.
AND CLIENT/OWNER PRIOR TO ORDERING OR
INSTALLING.
8) NOTICE: USE OF THESE PLANS
CONTEMPLATES FURTHER COORDINATION
AMONG THE OWNER, HIS/HER CONTRACTOR(S),
THE DESIGNER, AND THE ENGINEERS. DESIGN
AND CONSTRUCTION ARE COMPLEX. ALTHOUGH
THE DESIGNER AND OTHER CONSULTANTS HAVE
PERFORMED THEIR SERVICES WITH DUE CARE,
ADN DILIGENCE, THEY CANNOT GUARANTEE
PERFECTION. COMMUNICATION IS IMPERFECT,
AND EVERY CONTINGENCY CANNOT BE
ANTICIPATED. ANY AMBIGUITY OR
DISCREPANCY DISCOVERED BY THE USE OF
THESE PLANS SHALL BE REPORTED
IMMEDIATELY TO ORIGINATOR OR SAID PLANS.
A NOTICE OF FAILURE TO COOPERATE SHALL
RELIEVE THE DESIGNER / ARCHITECT / ENGINEER
FROM RESPONSIBILITY FOR ANY
CONSEQUENCES. CHANGES MADE FROM THE
PLANS WITHOUT CONSENT OF THE DESIGNER
SHALL RELIEVE THE DESIGNER OF
RESPONSIBILITY FOR ALL CONSEQUENCES CAUSE
BY SUCH CHANGES.
VICINITY MAP
Estes Park, Colorado
Not to Scale north
Project Site
160 S. St Vrain Ave
LAKE E
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34
36
7
EL MEX KAL - Outdoor Patio Project
N/A
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4/10/2023
APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
04/17/2023
This structure must comply
with the requirements of the
2020 National Electrical Code
Foundation Plan
Scale: 1/4" = 1'-0"1Foundation Isometric View
Scale: NTS3
Top View Plan
Scale: 1/4" = 1'-0"2
5'-6"
+/- 6'-0"
5'-0"5'-0"5'-0"5'-0"
7'-11"
26'-10"
8'-8"
9
S2
4
S2
+/- 10'-11"
8'
-
1
1
"
10'-0"
2'
-
6
"
10'-0"6'-10"
2'-6"
2'-6"
Footing and Stem Wall Detail
Scale: 3/8" = 1'-0"9
10
"
2'-6"
6"
4"
8" CONCRETE STEM WALL
8"
(3) #4s CONTINUOUS w/ 24" LAP SPLICE
#4s HORIZONTAL @ 18" O.C.
#4 L-BARS @ 18" O.C.
4" CONCRETE SLAB w/ #4s @ 18" O.C.
EACH WAY or 6x6-W2.9xW2.9 WWF
EXISTING GREASE TRAP, LOCATION TO BE VERIFIED ALONG
WITH EXCAVATION FOR FOOTER, NEW FOOTING TO BE
APPROXIMATELY 1.5" HORIZONTAL OFF SIDE OF EXISTING
TRAP, DO NOT PLACE FOOTER OVER EXISTING TRAP
Footing and Stem Wall Detail
Scale: 3/8" = 1'-0"4
2'
-
6
"
#4 DOWELS @ 18" O.C. w/ 24" HOOK
1 1/2"
Footing / Stem Wall Detail
Scale: 3/8" = 1'-0"5
Railing Detail
Scale: 3/8" = 1'-0"10
2'-0"
10
"
4'-
0
"
NOTE: INTERIOR FILL MATERIAL TO BE PLACED IN LIFTS
AND COMPACTED IN A MANNER THAT DOES NOT DAMAGE FOUNDATION
EXACT LOCATION OF GREASE TRAP TO BE DETERMINED UPON EXCAVATION FOR STEM WALL,
BOTTOM OF FOOTER AND STEM WALL TO BE PLACED MIN. 1 ½" LATERALLY FROM EDGE OF TRAP, SEE DETAIL 9/S2
#4s HORIZONTAL @ 18" O.C.
Bollard Detail
Scale: 1/2" = 1'-0"7
18" Φ CONCRETE FOOTING W/ EMBEDDED BOLLARD
EXISTING ASPHALT
5" SCH. 40 PIPE, w/ BOLLARD SLEEVE or PAINTED
3'
-
6
"
7
S2
5'-0"
MATTE BLACK RAILING PANEL
3 7/8"
MIN. 42" RAILING HEIGHT
MAX. 4" SPHERICAL OPENING
5
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S2
Footing / Stem Wall Detail
Scale: 3/8" = 1'-0"6
1'-4"
10
"
2'
-
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"
6"
1'
-
4
"
(2) #4s CONTINUOUS w/ 24" LAP SPLICE
#4 L BARS @ 24" O.C.
#4 DOWELS @ 18" O.C. w/ 8" HOOK
2'-6"
10
"
(3) #4s CONTINUOUS w/ 24" LAP SPLICE
#4 DOWELS @ 18" O.C. w/ 8" HOOK
#4s HORIZONTAL @ 18" O.C.
#4 L BARS @ 24" O.C.
1/4" = 1'-0"
+/-3'-3"
CONCRETE INSIDE BOLLARD
PROJECT NOTES
1. EXISTING KITCHEN DOOR IS A LEFT HAND SWING, OWNER WOULD LIKE TO REVERSE THE SWING OF THE EXISTING DOOR TO A RH SWING, IF THIS
IS NOT POSSIBLE OWNER WOULD LIKE TO REPLACE DOOR TO A RH EXTERIOR SWING DOOR.
2. BOLLARD PLACEMENT TO BE VERIFIED IN FIELD WITH CONTRACTOR AND OWNER. THE BOLLARD OVER GREASE TRAP IS TO BE THE ONLY
REMOVABLE BOLLARD (NOT FILLED WITH CONCRETE) WITH SHALLOW POURED PIER OVER AS NECESSARY. OPTIONAL BOLLARD SLEEVES CAN BE
INSTALLED OR BOLLARD CAN BE PAINTED.
3. NO PATIO SEATING IN SITE TRIANGLE. EXACT LOCATION OF RAILING TO BE VERIFIED WITH VAN HORN PRIOR TO INSTALLATION.
4. CLEAN-OUTS FOR GREASE TRAP TO BE EXTENDED TO TOP OF PATIO.
5. FLOWER PLANTERS OPTIONAL.
6. OWNER DOES NOT PLAN ON USING THESE STAIRS FOR PATRON ACCESS. SIGN AT BOTTOM OF STAIRS TO READ "FOR STAFF USE ONLY".
7. ACCESSIBLE AREA AND SEATING TO MEET SECTION 1109.11 and 1109.11.1 OF THE IBC.
8. DRILL AND EPOXY #4 DOWELS @ 18" O.C. X 30" LONG W/ 6" EMBED INTO EXISTING SIDEWALK
EXISTING
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7'-11"26'-10"
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4"
1 1/2 "
Removable Bollard Detail
Scale: 1/2" = 1'-0"8
18" Φ CONCRETE FOOTING W/ PIPE SLEEVE FOR BOLLARD
6" SCH. 80 PIPE (6.625" O.D. WITH 0.432 WALL THICKNESS)
5" SCH. 40 PIPE, W/ BOLLARD SLEEVE
5'
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"
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2'-6"
7
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8
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10
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+/- 18'-10
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'
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-
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3'
-
0
"
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0
"
CAPS FOR GREASE TRAP TO BE FLUSH WITH PATIO SURFACE
1'-6"
½" EXPANSION BOARD ALONG CMU, SEAL W/ SIKA FLEX
7
1
1
3'
-
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"
DRILL AND EPOXY #4 DOWELS @ 18" O.C. X 30"
LONG W/ 6" EMBED INTO EXISTING SIDEWALK 8
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4/10/2023
Approved
by
SAFEbuilt
04/17/2023
10:45:42 AM
Existing Isometric View
Scale: NTS3
Proposed Isometric View 2
Scale: NTS2
(6) NEW 5" PARKING BOLLARDS TO BE SPACED 5' O.C.
Proposed Isometric View 1
Scale: NTS1
EXISTING RAILING SECTION TO BE REMOVED, TEMPORARY
BARRICADE INSTALLED DURING CONSTRUCTION
EXISTING LH DOOR SWING TO BE REVERSED TO
EXTERIOR RH SWING or REPLACED IF NECESSARY
GREASE TRAP CLEAN OUTS TO BE
RAISED TO TOP OF NEW PATIO
EXTERIOR PATIO SEATING w/ UMBRELLA FOR SUN COVER
FLOWER PLANTER BOXES OPTIONAL
EXISTING GREASE TRAP, LOCATION TO BE
VERIFIED UPON EXCAVATION OF FOOTER
South Elevation View
Scale: 1/4"=1'-0"4
West Elevation View
Scale: 1/4"=1'-0"5
OWNER WOULD LIKE CONTRACTOR TO REVERSE THE SWING
OF THE EXISTING DOOR, IF REVERSING SWING IS NOT
POSSIBLE DOOR REPLACEMENT MAY BE NECESSARY
1/4" = 1'-0"
EXISTING
COLOR KEY
NEWOWNER
METAL RAILING TBD WITH OWNER AND CONTRACTOR
CAPS FOR GREASE TRAP TO BE FLUSH WITH PATIO SURFACE
THIS BOLLARD TO BE REMOVABLE TO
ALLOW FOR GREASE TRAP ACCESS
Existing / Proposed Floor Plan
Scale: 1/8"=1'-0"6
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Approved
by
SAFEbuilt
04/17/2023
10:45:55 AM