HomeMy WebLinkAboutPLANS Deck 690 Moraine Ave #7 2021-07-132x8 PRESSURE TREATED YELLOW PINE LEDGER W/
(2) 3-5/8" LEDGER LOKS AT 12" OC INTO RIM JOIST.
LEDGER TO BE FLASHED TO PREVENT WATER FROM
CONTACTING THE HOUSE BAND JOIST
12'
9'
A'
A
2x8 @ 16" OC
PRESSURE TREATED
YELLOW PINE
690 MORAINE AVE. # 7
ESTES PARK, CO 80517
6"X10" #1 DF
OR
3-1
8" X 9" EXTERIOR
GRADE GLULAM
12"Ø CAISSON
INSTALL SIMPSON DTT1Z
TENSION TIES AT 4' OC (4 TOTAL)
690 MORAINE DRIVE
ESTES PARK, CO 80517
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MOUNTAIN HAVEN
CONDOMINIUMS
UNIT 7, LCE
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PROPOSED
9'X12'
DECK
40' +/-
UNIT # 7
RESIDENCE
LCE
UNIT # 7
GARAGE
GROUND SNOW LOAD = 70 PSF - (10 PSF/1000 FT) * (8000-7605
FT) = 66.0 PSF (INTERPOLATED USING ELEV = 7605 FT)
ULTIMATE WIND LOAD = 173 MPH
DECK LIVE FLOOR LOAD = 40 PSF
DECK SNOW LOAD = INTERPOLATED GROUND SNOW LOAD
ELEVATION = 7605 FT, 66.0 PSF
SOIL BEARING CAPACITY = 3,500 PSF
DECOMPOSED AND FRACTURED GRANITE BEDROCK
ALL CONSTRUCTION TO CONFORM TO TOWN OF ESTES PARK
STANDARDS AND CURRENT INTERNATIONAL RESIDENTIAL
CODE AND ALL OTHER APPLICABLE CODES.
DESIGN LOAD CRITERIA:
TOP CAP
36
"
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0'-4" O.C.
MAXIMUM
6x6 TIMBER POST
@ 6' O.C. MAX
SPACING (TYP)
1X COMPOSITE
OR 2X6 WOOD
DECKING
BALUSTERS 4" O.C. MAX
SPACING (TYP)
TOP RAIL
3/4" CHAMFER
1/2" THRU BOLTS
DECK RAILING FRONT VIEW
SCALE 1/2"=1'
6X10 #1 DF OR
3- 1
8" X 9" EXTERIOR GRADE
GLULAM
6x6 POST DF
(TYP)
12" Ø CAISSON
(2) 1/2" THRU BOLTS
(TYP)
2X8 PT JOIST
@ 12" OC
1X COMPOSITE
OR 2X6 TIMBER
DECKING
DECK PIER DETAIL
SCALE 1/2" = 1'
2X6 TOP RAIL
BALUSTERS 4"
O.C. MAX
SPACING (TYP)36
"
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SIMPSON LUS
HANGER EACH END
SECTION A-A'
SIMPSON PB66
POST BASE
6X10 #1 DF OR
3- 1
8"X9" EXTERIOR GRADE
GLULAM
36
"
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6"
(3) #4 REBAR
4"
1- ALL DECK JOISTS TO BE PRESSURE TREATED YELLOW PINE @ 12" O.C.
UNLESS.
2- ATTACH RIM JOIST TO EXISTING BUILDING WITH 2 ROWS 3-5/8" LEDGER
LOK @ 12" OC.
3- LEDGER TO BE FLASHED TO PREVENT WATER FROM CONTACTING THE
HOUSE BAND JOIST
4- INSTALL SIMPSON DTT1Z DECK TIES @ 4' OC (4 TOTAL)
5- ALL STRUCTURAL BACKFILL MUST BE COMPACTED TO 95%
STANDARDPROCTOR.
6- ALL CONCRETE DESIGN IS BASED UPON "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14).
7-CONCRETE SPECIFICATIONS: Fc = 3,500 psi @ 28 DAYS WITH 6% AIR (Ø
1.5%)
8- WOOD POST JOIST AND BEAMS SUPPORTING THE DECK SHALL BE
NATURALLY DURABLE OR PRESSURES TREATED AS DEMONSTRATED
FOR THIS GEOGRAPHICAL AREA.
9- ALL PIERS TO BE 12" Ø UNLESS SPECIFIED OTHERWISE.
NOTES:
SHEET TITLE:
1 CLIENT:
SHEET
PROJECT TITLE:
1966-001
JOB NO. SHEET
DATE:
SCALE:
05/21/2021
AS SHOWN
APPROVED BY:MST
REVISION:BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DATE:
MST
MST
MST
JIM & GAIL SHROYER 2018 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 1/4"=1'-0"
DECK REPLACEMENT PLAN
UNIT 7, MOUNTAIN HAVEN CONDOMINIUMS
PARCEL # 3526-45-0007
LEGAL DESCRIPTION
VICINITY MAP
SCALE 1"=700'
N
SITE PLAN
SCALE 1"=40'
690 MORAINE AVE, # 7
ESTES PARK, CO 80517
DECK ADDITION
NOTE: THIS DRAWING DOES NOT REPRESENT A MONUMENTED BOUNDARY SURVEY,
BOUNDARY INFORMATION WAS ACQUIRED FROM FINAL MAP OF MOUNTAIN HAVEN
CONDOMINIUMS PREPARED BY VAN HORN ENGINEERING AND DATED 2-21-03.
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MSTREVIEW COMMENTS 06/09/202106/10/2021
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Michael
Todd, P.E.
2021.06.1
0
17:29:49
-06'00'