HomeMy WebLinkAboutPLANS Deck 2331 Larkspur Ave 2023-02-03Date Rcvd: _________________
Sub-Contractors:
1
2
3
4
5
Sprinkler: Yes No
____Gas
____Roof
___Solar
___Other
970-577-3726
building@estes.org
Description:
Town of Estes Park
Suite 230
Department of Building Safety
170 MacGregor Ave
Estes Park CO, 80517
Permit #: __________________
App Exp: ___________________
Permit Exp: ________________
Rcvd by: ___________________
IMPORTANT - COMPLETE ALL ITEMS AND MARK ALL APPLICABLE ITEMS
BUILDING PERMIT APPLICATION
Email:
Property Owner:
Name Phone Email
Primary Contractor:
Other: ____________________
Crawlspace: _______________
Decks: ____________________
_____Other
# of Bedrooms: ________
# Full Bath: ________
# 1/2 Bath:____ #3/4 Bath: ____
____Other
Square Footage New or Tenant Finish Only
Residential
_____One Family
_____Multi-Family:
Main Flr: __________________
Add Flrs: __________________
Basement: ________________
Building Official Signature: __________________________________________
Date: ____________
Date: ____________
Notes:
Email:
____Windows
____Fireplace
____Plumbing
____Mechanical Construction Type
____Wood
____Structural Steel
____Masonry
________Sign
Occupancy
Classification: _____________
________New Building
Attached/Detached
_____Basement: Partial/Full
Finished/Unfinished
_____Fireplace
Miscellaneous
# of Units: _________________
_____Hotel, Motel, Dormitory:
Job Site Address:
Phone:
Phone:
Contact Name:
Valuation: _________________
Total Fees: _________________
Applicant Signature: _______________________________________________
Construction Type: _________
Separated/Non-Seperated
____Grading
Demolition
Site Plan: _________________
State Permit: ______________
Asbestos Permit: ___________
Commercial
________Shell Only
________Tenant Finish
________Remodel/Addition
# of Units ___________________
_____Garage
Attached/Detached
_____Patio
Covered Porch: ____________
Garage: ___________________
FRAMING NOTES
STRUCTURAL WOOD FRAMING:
A. EXCEPT WHERE NOTED OTHERWISE, ALL DECK FRAMING SHALL BE DOUGLAS FIR #2 OR
SOUTHERN YELLOW PINE #1 OR BETTER AND SHALL BE PRESSURE TREATED.
B. PROVIDE SOLID BLOCKING BETWEEN STRINGERS AT BASE.
C. PROVIDE SUPPORTS FOR WOOD POSTS IN JOIST SPACES BENEATH SOLID OR BUILT-UP
COLUMNS NOTED ON PLANS, BLOCKING OF AREA EQUIVALENT TO COLUMN ABOVE SHALL BE
PROVIDED FOR PROPER LOAD TRANSFER.
D. UNLESS OTHERWISE NOTED, STEEL CONNECTORS SUCH AS THOSE MANUFACTURED BY THE
SIMPSON COMPANY SHALL BE USED TO JOIN JOISTS, RIMS, STRINGERS 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.
E. ALL WOOD FRAMING MEMBERS IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE
TREATED.
PROJECT INFORMATION SHEET INDEX
S1 - TITLE SHEET: PROJECT INFORMATION
S2 - FOUNDATION AND DECK FRAMING PAGE
S3 - DECK PLAN AND ISOMETRICS PAGE
S4 - ELEVATIONS PAGE
PROJECT TEAM
CLIENT / BUILDER
ALDRICH BUILDERS
1180 GRAVES AVE UNIT B
ESTES PARK CO 80517
(970) 586-5796
maldrich@aldrichbuilders.com
jniemuth@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
PROJECT GENERAL NOTES
1) ALL DIMENSIONS ARE FROM FACE OF
STRUCTURE TO FACE OF STRUCTURE, UNLESS
NOTED OTHERWISE.
2) THIS IS DECK PROJECT IS IN ADDITION TO AN
EXISTING STRUCTURE AND DIMENSIONS MAY
NEED TO BE VERIFIED IN FIELD.
3) ALL DIMENSIONS MARKED WITH ± ARE
APPROXIMATE.
4) INSPECT AND VERIFY EXISTING CONDITIONS.
NOTIFY OWNER/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 FRAMING AND LUMBER TO BE TREATED
OR SIMILAR WEATHER TREATED MATERIAL
UNLESS OTHERWISE NOTED. TOP OF JOIST TO BE
COATED WITH WEATHER TREATMENT.
8) THE BOTTOM OF EACH POST TO BE TREATED
WITH COPPERCOAT WEATHER TREATMENT.
Foundation 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, BELOW FROST
DEPTH.
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 ARE CORRECT ACCORDING TO SURROUNDING ELEVATIONS.
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.
ANCHOR BOLTS:
SHALL CONFORM TO ASTM F1554 GRADE 36 WITH A MIN ½" DIAMETER BY 12" LENGTH. ANCHOR
BOLTS SHALL BE PLACED WITHIN 12" FROM BUILDING CORNERS, CONCRETE COLD JOINTS, AND SILL
PLATES AND SHALL BE SPACED AT A MAXIMUM OF 48" OC. ADDITIONAL ANCHOR BOLT DETAILS SHALL
BE IN ACCORDANCE WITH THE DRAWING.
ADDRESS: 2331 Larkspur Ave
Estes Park CO 80517
UTILITIES:
WATER: ESTES PARK
SEWER: --
ELECTRICITY: ESTES PARK
GAS: --
APPLICABLE CODES: 2015 International Residential Code (IRC)
2015 International Building Code (IBC)
2015 International Existing Building Code (IEBC)
2018 International Energy Conservation Code (IECC)
JURISTICTION:Town of ESTES PARK
PARCEL #: 3401215014
SCHEDULE: 0638820
LOT AREA: .64 Acres
ZONING CLASSIFICATION: E Estate
Setbacks 25' front, 10' sides, 15' rear
Maximum Height 30'-0"
Minimum Width 20'-0"
OCCUPANCY: Single Family Residence
DESIGN CRITERIA:
Project Elevation: 7783’
Ground Snow Load (Pg) 68 psf
Wind Speed: 175 mph Exposure C
Seismic Design Category: B
Assumed Soil Bearing Pressure: 2,500 psf
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5'-4"
40
'
-
6
"
30'-0"
6'
-
6
"
1'
-
1
1
"
11
"
4'-
0
"
8'-
0
"
5'
-
9
"
5'
-
9
"
1'-0"1'-0"1'-0"1'-0"
1'-
0
"
1'-
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"
1'
-
4
"
1'-
0
"
1'-
0
"
4'
-
7
"
6'-3"
1'-2 11/16"
1'-7/8"
Floor Joists Framing Plan
Scale: 1/4" = 1'-0"2Foundation, Pier and Post Plan
Scale: 1/4" = 1'-0"1
16" PIER w/ (3) #4 VERT,
w/ 6x6 or 8x8 POSTS OVER
2x8 PRESSURE TREATED JOISTS @ 16" O.C. w/ JOIST TAPE OVER,
W/ (2) SIMPSON LUS 28 JOIST HANGERS EACH JOIST
12" PIER w/ (3) #4 VERT w/
6x6 POST OVER
(2) 2x8 RIM JOISTS
16" PIER w/ (3) #4 VERT,
w/ 6x6 POST OVER
2x8s @ 16" O.C.2x8s @ 16" O.C.
2x12 STAIR STRINGERS @ +/- 12" O.C. or ACCORDING TO
MANUFACTURER RECOMMENDATIONS FOR TREX STAIR
TREADS
8'-1 1/2"
12" PIER w/ (3) #4 VERT,
w/ 6x6 POST OVER
16" PIER w/ (3) #4 VERT,
w/ 6x6 POST OVER
2331 LARKSPUR LN 2331 LARKSPUR LN
2
x
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@
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.
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x
8
s
@
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O
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.
2x8 LEDGER BOARD w/ (2) 3 5/8"
LEDGERLOKS @ 16" O.C.
(2) 2x8 RIM BOARDS w/ JOIST TAPE OVER
2x8 PRESSURE TREATED JOISTS @ 16" O.C. w/ JOIST TAPE OVER,
(2) SIMPSON LUS 28 JOIST HANGERS EACH JOIST
ALL DECK FRAMING WEATHER
TREATED OR ROT RESISTANT
6'
-
1
"
11
'
-
8
"
5'
-
1
0
"
7'-9"
5'
-
1
0
"
7'-10 1/2"7'-6"
ASSUMED NEW CONCRETE PATIO NEEDED. WHILE THERE IS AN
EXISTING PATIO HERE, WE DID NOT MEASURE IT'S EXACT ELEVATION,
OR ASCERTAIN IT'S USABILITY AS IT RELATES TO THE STAIR OR HOW
IT TIES IN TO THE PATIO NEXT TO THE GARAGE.
8'-
0
"
7'
-
9
"
1'-4"1'-4"
7'-10 1/2"5'-0"7'-6"
1'
-
4
"
1'
-
4
"
6'
-
5
1
/
2
"
6'
-
2
1
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2
"
6'
-
2
1
/
2
"
6'
-
2
1
/
2
"
6'
-
2
1
/
2
"
EXISTING PATIO NEXT TO GARAGE,
CONTRACTOR TO VERIFY ELEVATION
PRIOR TO STAIR CONSTRUCTION.
12
'
-
0
"
24
'
-
1
0
"
15'-9"5'-6"15'-0"
36'-3"
48
'
-
6
"
7'-3 1/2"
8'-
6
"
8'-3"
11 1/2"
EXISTING CONCRETE AND STONE STOOP
12" PIER w/ (3) #4 VERT,
w/ 6x6 or 8x8 POSTS OVER
12" PIER w/ (3) #4 VERT,
w/ 6x6 POST OVER
16" PIER w/ (3) #4 VERT,
w/ 6x6 POST OVER
12" PIER w/ (3) #4 VERT,
w/ 6x6 POST OVER
(2) 2x8 w/ (1) SIMPSON LUS28-2 or HUC28-2 EACH END
2x8 LEDGER BOARD w/ (3) 3 5/8" LEDGERLOKS @ 16" O.C.
2x12 STAIR STRINGERS @ +/- 12" O.C. or ACCORDING TO
MANUFACTURER RECOMMENDATIONS FOR TREX STAIR
TREADS
2x12 STAIR STRINGERS @ +/- 12" O.C. or ACCORDING TO
MANUFACTURER RECOMMENDATIONS FOR TREX STAIR
TREADS
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DATE:
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Larkspur Ln Deck Remodel
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1/11/2023
3'
-
0
"
11"
10 7/16"
10 1/2"
East Elevation
Scale: 1/4" = 1'-0"
North Elevation
Scale: 1/4" = 1'-0"1 2
Stair Section
Scale: 3/8" = 1'-0"3
Stair Section
Scale: 3/8" = 1'-0"4
PRESSURE TREATED 2x12 STRINGERS @ 12" O.C. or
ACCORDING TO MANUFACTURER SPECIFICATIONS
HOUSE
HOUSE
3'
-
0
"
CONCRETE STEPS AND LANDING
Pier Detail
Scale: 3/8" = 1'-0"5
RDI METAL RAILING IN BASIC BLACK
2x6 TOP RAIL
6x6 POST
TREX DECKING IN TOASTED SAND COLOR
(2) 2x8 RIM JOIST
12" or 16" PIER w/ (3) #4 VERTICAL
Pier on Bedrock Detail
Scale: 3/8" = 1'-0"6
12" or 16" PIER w/ (3) #4 VERTICAL
(3) #4 REBAR, DRILLED AND EPOXIED
MINIMUM 6" INTO BEDROCK
BEDROCK
MIN. 12' PIER HEIGHT ABOVE BEDROCK
SIMPSON AB ADJUSTABLE POST
BASE W/ J BOLT MIN. 9" EMBEDMENT
SIMPSON AB POST BASE W/ 1/2" J BOLT MIN. 9"
EMBEDMENT
EXISTING GRADE
MI
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3
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"
B
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6
1
/
2
"
6
1
/
2
"
6'-6"8'-0"
(2) 1/2" THRU BOLTS TYP
RDI METAL RAILING PANELS, LESS THAN 4" OPENINGS BETWEEN BALUSTERS
6x6 POSTS
2x6 TOP RAIL
GRASPABLE HANDRAIL ON ALL STAIR SECTIONS
NOTCH 6x6 POSTS FOR (2) 2x8 RIM BOARDS, USE (2) 1/2" THRU BOLTS AT EACH PIER TO RIM CONNECTION
6
9
/
1
6
"
7'-6 9/16"
5'
-
4
1
/
4
"
5'-4"
4'
-
7
1
/
4
"
NEW CONCRETE PATIO AND STAIRS w/ 6x6 WWM
Deck Plan
Scale: 1/8" = 1'-0"7
TREX DECKING IN "TOASTED SAND" COLOR
TREX DECKING
4
S3
3
S3
100’-0”
100’-0”
94'-7 3/8"
95’-4 ¾"
LOG CABIN
2331 LARKSPUR LN
6'-3"
TREX STEPS
PRESSURE TREATED 2x6 w/ (6) ½"x5" CONCRETE ANCHORS
6x6 POST NOTCHED AROUND THE (2) 2x8 PRESSURE
TREATED RIM BOARDS, (2) ½" THRU BOLTS TYP.
GRASPABLE HANDRAIL ON ALL STEPS
6x6 POST, PRESSURE TREATED OR NATURAL,
STAINED TO MATCH HOUSE, COLOR TBD w/ OWNER
4
S3
3
S3 HOUSE DETAIL NOT SHOWN HOUSE DETAIL NOT SHOWN
2x8 PRESSURE TREATED JOISTS @ 16" O.C.
(2) 5/16" LEDGERLOKS @ 16" O.C. (or PER
MANUFACTURES SPECIFICATIONS) TO FULLY
PENETRATE THROUGH RIM BOARD
WE NEED TO RECHECK THE DIMENSIONS ON THIS PATIO
93’-8”
8'-3"
6
1
5
/
1
6
"
11 1/2"
6
1
5
/
1
6
"
EXISTING PATIO NEXT TO GARAGE
(3) 5/16" LEDGERLOKS @ 16" O.C. ON 8' SIDE
(or PER MANUFACTURES SPECIFICATIONS)
TO FULLY PENETRATE THROUGH RIM BOARD
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