HomeMy WebLinkAboutB15-0250_S311_1445005440.pdf6" MIN
7'-0" MAX AT SIM BEFORE
LEVEL 2 FLOOR
INSTALLED
2'-6" MAX AT TYP 4'-6" AT SIM
3'-0" AT TYP 6" 6" 1'-6"
T/WALL = SEE PLAN
1'-0" #4@16" OC HORIZ
#4@16" OC VERT AT TYP
#6@16" OC VERT AT SIM
2" CLR 1" CLR
3" CLR
2" CLR
T/FTG = SEE PLAN
#4xCONT @16" OC
#4@16" OC
PERIMETER DRAIN. SEE CIVIL
#4@16" OC VERT
#4@16" OC AT TYP
#6@16" OC AT SIM
--
T/LEDGE = CONTR COORD
T/WALL = SEE PLAN
#4@16" OC HORIZ
#4@16" OC VERT
(3) #4xCONT
#4@16" OC
2'-0"
1'-0"
3" CLRS320
3
--
6"
6"
T/LEDGE = CONTR COORD
TREATED 2x NAILER
T/WALL = SEE PLAN
WEB STIFFENER EA
FACE, TYP
TOP FLANGE HANGER
PER HANGER SCHED, TYP
TREATED 2x NAILER
T/WALL = SEE PLAN
TREATED 2x LEDGER
5/8"Ø ADHESIVE ANCHOR W/
4" EMBED AT 12" OC.
THREADED ROD SHALL BE
HDG OR MECHANICALLY
GALVANIZED (CLASS 55)
4"
FULL DEPTH BLOCKING
FOR (2) BAYS
FOR ADDNL INFO, SEE 5/S311
1
1
8"
1
1 8" --
AT SIM
AT TYP
1
S320
3
6" STEM PER
8/S310
#5@12"OC EW BOT
1'-0"
#4@12" OC HORIZ
#4@16" OC VERT
(3) #4xCONT
#4@16" OC
2'-0"
1'-0"
3" CLR
4" 8"
4'-0" MIN
6"2" ± 2"
T/LEDGE = CONTR COORD
#4@12" OC EW
#4x AT 12" OC. CONTR OPTION
ASTM A706 AND FIELD BEND DOWN
2'-6"
2'-6"
T/WALL = SEE PLAN
ARCH EXPOSED BOARD FORMED
CONCRETE WALL AT SIM. NO
STONE LEDGE
APPROVED BRG
MATL PER
GEOTECH
3'-0" 1'-4" 1'-6" 4'-0" MIN 6'-0" MAX
4" 8" 4"
SEE LANDSCAPE
SEE LANDSCAPE
1'-0"
#6@16" OC
#4@16" OC
#4@12" OC HORIZ
#6@16" OC
#4@12" OC
1 1/2" KEY
2" CLR
2" CLR
3" CLR
S311
8
SITE PAVING.
SEE CIVIL
T/WALL = SEE PLAN
8"±2"
S320
8
#4@8" OC HORIZ
EA FACE
#4@8" OC VERT,
EACH FACE
#4@ 9" OC EW
1'-0"
3" CLR
4'-0" MIN
6"2" ± 2"
TOC = SEE PLAN
BOULDER. SEE LANDSCAPE
T/WALL = SEE PLAN
#4x 2'-6"
@ 8" OC EW
Project number
Date
Drawn by MM JOB #: 15.0197.S.01
PRINCIPAL/EOR: PD PROJECT
MANAGER: KH DESIGNERS:
JW/KH
DATE
PRINTED:
FILE PATH:
09/22/2015
C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt
9/22/2015
3:37:51 PM
S311
TYP FOUNDATION DETAILS
M15.0197.S.01
LOT 3 / 994 PTARMIGAN RD
VAIL,CO
Hughes
Residence
07.02.2015
KH
1" = 1'-0" 3 TYP GRADE BEAM - 1
1" = 1'-0" 1 TYP GRADE BEAM - 2
1" = 1'-0" 4 WOOD JOIST PERP TO CONC WALL
1" = 1'-0" 5 WOOD JOIST PARALLEL TO CONC WALL
1" = 1'-0"
6 WOOD JOIST PARALLEL TO CONC
WALL AT PATIO
1 1/2" = 1'-0" 7 ELEVATOR PIT SECTION
1" = 1'-0" 8 BAR PATIO WALL
1
3/4" = 1'-0" 11 SITE RETAINING WALL
1
1" = 1'-0" 9 BAR PATIO STEPS
1
1" = 1'-0" 12 BAR PATIO STONE SUPPORT
1
No. Description Date
PERMIT SET 07.02.2015
1 FND SET 09.22.2015
10/16/15