HomeMy WebLinkAboutPLANS Deck 1078 Pine Knoll Dr 2023-04-06APPLICABLE CODES: 2015 International Residential Code (IRC)
2015 International Building Code (IBC)
COUNTY:Town of ESTES PARK
ZONING CLASSIFICATION: E - Estate
Setbacks 25' front, 10' sides, 15' rear (Setback according to
current zoning for new structures)
Maximum Height 30'-0"
Minimum Width 20'-0"
OCCUPANCY: Single Family Residence
BUILDING HEIGHT: Highest Ridge = __'-__" above finished grade
FEMA FLOOD ZONE: X, area of minimal flood hazard
Project Elevation: 7790’
Ground Snow Load (Pg) 68 psf
Wind Speed: 175 mph Exposure C
Seismic Design Category: B
Assumed Soil Bearing Pressure: 2,500 psf
STRUCTURAL NOTES
STRUCTURAL WOOD FRAMING:
A. EXCEPT WHERE NOTED OTHERWISE, ALL 2" LUMBER SHALL BE HEM FIR S4S #2 OR
BETTER, AND ALL SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH #1.
ANY PROPOSED RECLAIMED LUMBER CERTIFIED OR GRADED BY QUALIFIED PROFESSIONAL
TO HAVE EQUAL OR BETTER PROPERTIES THAN DOUGLAS FIR LARCH #1.
B. UNLESS OTHERWISE NOTED, STEEL CONNECTORS SUCH AS THOSE MANUFACTURED
BY THE SIMPSON COMPANY SHALL BE USED TO JOIN RAFTERS, TRUSSES, JOISTS, OR
BEAMS TO OTHER MEMBERS AT FLUSH-FRAMED CONDITIONS. CONNECTOR CONDITIONS
NOT OTHERWISE NOTED SHALL UTILIZE HANGERS OF A SIZE SPECIFICALLY DESIGNED FOR
THE MEMBER SUPPORTED, AS SHOWN IN MANUFACTURER'S PUBLISHED TABLES. THE
FLOOR JOIST AND ROOF TRUSS MANUFACTURERS SHALL SPECIFY SPECIFIC HANGERS ON
THEIR SHOP DRAWINGS.
C. ALL WOOD FRAMING MEMBERS IN CONTACT WITH CONCRETE OR CMU SHALL BE
PRESSURE TREATED.
PROJECT INFORMATION
ADDRESS:
1078 PINE KNOLL DR.
Estes Park CO 80517
PARCEL NUMBER:
2531207015
SCHEDULE:
0571644
LOT INFORMATION:
LOT SIZE: .76 ACRES
ZONING: E - ESTATE
UTILITIES:
WATER: ESTES PARK WATER
SEWER: ESTES PARK SEWER
ELECTRICITY: ESTES PARK ELECTRIC
GAS: XCEL ENERGY
DESIGN CRITERIA PROJECT TEAM
CLIENT / BUILDER
ALDRICH BUILDERS
1180 GRAVES AVE UNIT B
ESTES PARK CO 80517
(970) 586-5796
maldrich@aldrichbuilders.com
ENGINEER OF RECORD/
STRUCTURAL PLANS
VANHORN ENGINEERING
FRANK ROBERTS
PHONE: (970) 586.9388
frank@vanhornengineering.com
STEVE RANDALL
PHONE: (970) 443-0704
voyagerdrafting@gmail.com
GENERAL 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) ALL FRAMING AND LUMBER TO BE DOUG FIR #2 OR SYP #1 TREATED OR
SIMILAR WEATHER TREATED MATERIAL UNLESS OTHERWISE NOTED. TOP OF
JOIST TO BE COATED WITH WEATHER TREATMENT.
9) 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.
GENERAL SITE PLAN NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
LOCATIONS AND PROTECTION OF AL EXISTING UTILITIES SHOWN
OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL CONTACT
REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES
TO HAVE ALL OF THEIR UTILITIES AND FACILITIES LOCATED PRIOR
TO CONSTRUCTION.
2. CONTRACTOR SHALL PROTECT ALL ADJACENT IMPROVEMENTS
FROM DAMAGE AND EROSION. ALL DISTURBED AREAS SHALL BE
RESTORED TO A MINIMUM OF THEIR ORIGINAL CONDITION.
3. LOCATION OF EXISTING HOUSE AND DECK ON LOT
APPROXIMATED FROM AERIAL IMAGERY AS SHOWN ON LARIMER
COUNTY GIS.
4. NEW DECK IS PROPOSED OVER EXISTING DECK FOOTPRINT
WHICH IS ASSUMED TO HAVE BEEN PREVIOUSLY PERMITTED IN
IT'S CURRENT LOCATION AND SIZE, CONTRACTOR TO VERIFY.
Stair Section Detail
Scale: 1/2" = 1'-0"2
Foundation and Framing Plan
Scale: 1/4" = 1'-0"1
4'-
0
"
5'-4"6'-5"
15
'
-
0
"
10'-0"
25
'
-
0
"
Site Legend
Property Line
Setback/Easement Lins
New Deck Construction
+/
-
6
3
/
4
"
7
1
/
2
"
3'
-
1
"
11"
Stair Section Detail
Scale: 1/2" = 1'-0"3
2
S1
3
S1
10'-7 1/4"
2
'
-
0
"
2X12 STRINGERS @ 16" O.C. or ACCORDING TO TREAD MANUFACTURER SPECIFICATIONS
ADD NEW 2X8 DECK JOISTS IN BETWEEN EXISTING JOISTS
2X8 PRESSURE TREATED DECK JOISTS w/ (1) LUS 28Z EACH END @ 16" O.C.
1'
-
4
"
5'
-
4
"
11"
FORTRESS METAL RAILING PANELS
CEDAR 4X4 POSTS
GRASPABLE HANDRAIL
6X6 CEDAR POST AT BOTTOM OF STAIRS
8" PIERS TO BE REUSED
PART OF CONCRETE LANDING TO BE REMOVED AND REPOURED
2X6 BOTTOM PLATE
TREX DECKING TOP RAIL
TREX DECKING
EXISTING
Color Key
NEW
ADD (1) 2X8 PRESSURE TREATED RIM JOIST
12" Φ PIERS W/ (2) #4 VERT.
10" Φ PIERS W/ (2) #4 VERT.
2x8 PRESSURE TREATED RIM
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R312.1.3 Opening limitations. Required guards shall not
have openings from the walking surface to the required
guard height that allow passage of a sphere 4 inches (102
mm) in diameter.
Exceptions:
1. The triangular openings at the open side of stair,
formed by the riser, tread and bottom rail of a
guard, shall not allow passage of a sphere 6
inches (153 mm) in diameter.
2. Guards on the open side of stairs shall not have
openings that allow passage of a sphere 43/8
inches (111 mm) in diameter.
APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
04/06/2023