HomeMy WebLinkAboutPLANS Deck 919 Elk Hollow Ct 2020-08-028'-6"10'-111
2"
6'5'
5'
11'-8"
16'
8'6'1'-8"
6'
2X6 @
16" OC
2X6 @
16" OC
2X
6
@
16
"
O
C
2X6 @ 16" OC
(2) 2x8 BEAM
2X8
(2) 2x6 BEAM
2x
6
@
1
6
"
O
C
EXISTING RESIDENCE
2X6 LEDGER W/ (2) LEDGER
LOKS AT 16" OC INTO RIM JOIST
EXISTING 12"
Ø CAISSON
(2) 2x8 BEAM
2X6 LEDGER W/ (2) LEDGER
LOKS AT 16" OC INTO RIM JOIST (2) 2x8
BEAM
(2) 2x8
BEAM
5.125x11.875" EXTERIOR
GRADE GLULAM (24F-1.8E WS)
DROPPED BEAM
4'-2"
6'
1'-6"
5'
7'-10"
4'-6"
5'21'-8"4'-8"
2X6 LEDGER W/ (2) LEDGER
LOKS AT 16" OC INTO RIM JOIST
EXISTING WRAPPED COLUMNS,
VERIFY 6x6 COLUMNS OR REPLACE
EXISTING WITH 6X6 COLUMN
5'-4"
5'-4"
5'-4"
(2)2x6
BEAMS
2 STEPS
(2) 2x12
DROPPED BEAM
(2) 2x12
DROPPED BEAM
(3) 2x6 BEAM
INSTALL (2) SIMPSON
RPBZ POST BASES
SIMPSON HUC212-2
HANGER
SIMPSON LUS
HANGER
SIMPSON LUS
HANGER EACH END
INSTALL ROLL BLOCKING WITH
SIMPSON H2.5 HANGER
A
A'
INSTALL 12" Ø CAISSON WITH ABU66
OR EQUIVALENT POST BASE
INSTALL 12" Ø CAISSON WITH ABU66
OR EQUIVALENT POST BASE
EXISTING CONCRETE PADS
4'-6"
7'
4'-6"
ALL COLUMNS TO
BE 6x6 MIN (TYP)
B B'
DECK AT GRADE, NO
RAILING REQUIRED
C C'
E
L
K
H
O
L
L
O
W
C
O
U
R
T
N
3
2
°
2
0
'
4
1
"
E
1
1
0
.
8
2
F
T
S 81°52'07"
E
1
3
0
.
6
0
'
F
T
S
6
0
°
1
7
'
3
6
"
E
1
0
2
.
2
6
F
T
N
1
8
°
3
4
'
0
0
"
W
1
3
4
.
3
5
F
T
EXISTING
RESIDENCE
SET BACK 15'
SET BACK 10'
SET BACK 15'
SET BACK 15'
6'
19'
5'-6"
31'8"
18'-8"
15'-6"
16'
SITE PLAN
SCALE 1"=40'
919 ELK HOLLOW COURT
LOT 9, ELK HOLLOW SUBDIVISION
ESTES PARK, CO 80517
2'-6"
2X4 TOP CAP
38
"
M
I
N
.
4" O.C.
MAXIMUM
6x6 TIMBER POST
@ 8' O.C. MAX
SPACING (TYP)
RIM JOIST PER PLAN 2X6 DECKING
METAL BALUSTERS 4" O.C.
MAX SPACING (TYP)
2X6 TOP AND BOTTOM
RAIL
3/4" CHAMFER
1/2" THRU BOLTS
DECK RAILING FRONT VIEW
SCALE 1/2"=1'
LESS THAN 6" DIA.
OPEN RISER
LESS THAN 4"
10" MIN RUN
FROM NOSE TO
NOSE
4" CONCRETE
LANDING
(4)2X12
STRINGERS
2"x6"
1" TOE
7-3/4" MAX. RISE
DECK STAIRS SIDE VIEW
SCALE 3/8"=1'
DECK SNOW LOAD = 70 PSF - (10 PSF/1000 FT) * (8000-7700 FT)
= 67 PSF (INTERPOLATED USING ELEV = 7700 FT)
DECK LIVE FLOOR LOAD = 40 PSF
SOIL BEARING CAPACITY = 4,000 PSF
ALL CONSTRUCTION TO CONFORM TO TOWN OF ESTES PARK
STANDARDS AND CURRENT INTERNATIONAL RESIDENTIAL
CODE AND ALL OTHER APPLICABLE CODES.
DESIGN LOAD CRITERIA:
1.ALL DECK JOISTS TO BE #2 HEM-FIR @ 16" O.C. UNLESS OTHERWISE
SPECIFIED
2.ATTACH RIM JOIST TO EXISTING BUILDING WITH 2 ROWS LEDGER LOK @
12" OC
3.ALL STRUCTURAL BACKFILL MUST BE COMPACTED TO 95% STANDARD
PROCTOR.
4.ALL CONCRETE DESIGN IS BASED UPON "BUILDING CODE REQUIREMENTS
FOR REINFORCED CONCRETE" (ACI 318-14).
5.CONCRETE SPECIFICATIONS: Fc = 4,500 psi @ 28 DAYS WITH 6% AIR (Ø
1.5%)
6.ALL WOOD TO BE #2 HEM-FIR OR BETTER UNLESS
OTHERWISE STATED.
7.ALL FOOTINGS TO HAVE MINIMUM FROST DEPTH OF 30" BELOW GRADE.
8.ALL COLUMNS TO BE MIN. 6X6
NOTES:
6x6 POST
(TYP)
EXISTING CAISSON
2X6 JOIST
@ 16" OC
DECKING
DECK PIER DETAIL
SCALE 3/8" = 1'
A
SECTION A-A'
SIMPSON ABS POST BASE
5.125"x11.875"
EXTERIOR GRADE
GLULAMSIMPSON
H2.5 TIE
ROLL BLOCKING
PLATELINE
CCQ66SDS2.5
COLUMN CAP
2X6 TOP AND
BOTTOM RAIL
METAL BALUSTERS 4" O.C.
MAX SPACING (TYP)36
"
M
I
N
.
2X4 TOP CAP
VICINITY MAP
E
L
K
H
O
L
L
O
W
C
T
LEXINGTON LN
S
S
T
V
R
A
I
N
A
V
E
PROJECT
LOCATION
6x6 POST
(TYP)
12"Ø CAISSON
(2) 1/2" THRU BOLTS
(TYP)
2X6 JOIST
@ 16" OC
2X DECKING
DECK PIER DETAIL
SCALE 3/8" = 1'
2X6 TOP AND
BOTTOM RAIL
METAL BALUSTERS 4" O.C.
MAX SPACING (TYP)36
"
M
I
N
.
B
SIMPSON LUS
HANGER
2X4 TOP CAP
SECTION B-B'
SIMPSON ABS POST BASE
36
"
M
I
N
.
6"
(3) #4 REBAR
(2) 2x RIM BEAM
(SEE PLAN)
12"Ø CAISSON
2X6 JOIST
@ 16" OC
2X DECKING
DECK PIER DETAIL
SCALE 3/8" = 1'
C
SECTION C-C'
36
"
M
I
N
.
6"
(3) #4 REBAR
CHRIS AND KRISTEN HILL
LOT 9, ELK HOLLOW SUBDIVISION
PARCEL # 2531209009
LEGAL DESCRIPTION
919 ELK HOLLOW CT
ESTES PARK, CO 80517
DECK ADDITION
SHEET TITLE:
1 CLIENT:
SHEET
PROJECT TITLE:
1962.001
JOB NO.SHEET
DATE:
SCALE:
AUGUST 2020
AS SHOWN
APPROVED BY:MST
REVISION:BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DATE:
MST
KME
MST
2020 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
SCALE 1/8"=1'-0"
DECK REPLACEMENT PLAN
N
N