HomeMy WebLinkAboutFoundation Design4
REMOVE (E) 2x BEARING WALL
AT NEW OPENING PER PLAN
(E) P.T. SILL PL-V.J.F.
(E) FLOOR SHTG
(E) FLOOR JOIST
T.O. PLY~
PER PLAN
I RE: 1 &2/S2.1 FOR MORE INFORMATION I (E) 8" CONC WALL-V.l.F.
TRUCTURA DESI N
llWW.evcMslructaim
11140 Main Street
Camondale, co 81623
[970) 510-0173
(E)CONC FTG
0
FOUNDATION SECTION
SCALE: ~· = 1'-0"
MCLEAN ADDITION
68 BALD EAGLE WAY
CARBONDALE, CO 81623
DATE: 10115115 PROJECT#: 15.012C
DRAWN BY: HLH
CHECKED BY: SM
3/S2.1
REV 1
(E) 2x6@ 16°0.c. ·VI F. ~ _
(E)CONTP.T.SILL ~ (E> STONE VENEER
PL & CONN • V.l.F.
(E) GARAGE S O.G.
OVERFRAME PER ARCH
~ T.O.SLAB
PER PLAN
-.evdvestruc:t.ccm
1040 Marl Street
Cartmlale, co 81623
(970 j 51G-0773
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0
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~· EXP JOINT MATL • TYP
S.O.G. PER PLAN
(E) 8" CONC WALL· VJ F .
T.O.CONC ~
PER PLAN
FOUNDATION SECTION
SCALE : ~· = 1'~"
MCLEAN ADDITION
68 BALD EAGLE WAY
CARBONDALE, CO 81623
DRAWN BY: HLH
CHECKED BY: SM
DATE: 10/15115 PROJECT#: 15.012C
2/S2.1
REV 1
i
' ,
OVERFRAME(E)SLAB
~LH
\:2.1 , --~... --vrv~ -D
I "
DRILL & EPOXY ALL r ,_Ii'
HORIZ RE INF 6" IN (E) r
CONC WALL -EA StDE -
< E) (3) 2x10 -DROP P
"'=-
SLAB ON GRADE
4" CONC RETE SLAB ON 6" DRAINAGE GRAVEL
& COMPACTED STRUCTURAL FILL PER
GEOTECH . REINFORCE SLAB w/ #3@ 18"o.c. ~
,1 EA WAY OR 6x6-W2.1xW2.1 WWF, CENTERED
11 ~----------~~ 3
r --~-I T.O.CONC =99'-11WV l.F.I
J
) -
Ao. T.0 . WALL /,, 15·4%•
17
'1
V 99'-11.Y.°V.l.F. 11+----------------+r; •
-+-1--~ -·-r-
~ 1 DEN ' R
~ (E)(2) 11%° LVL
.-T"'<--1-t-IH-lf-----------------' I DROPPED '~,~-+~.r--t-HL.L.+-------....,----~..--,---------t 1 II __ _......._......_ _____ __,,,___,__ ________ ,.,_ .. H +-t-----f--+-1
I ---..... y
I
---- -------
--
~O .WALL ..,_
• / 99'-9"1 'I'
(E) 8.0 . WALL ..,_
/~.~ "'
~PARTIAL FOUNDATION &
A MAIN FLOOR FRAMING PLAN
I
SCAL E. )'.• = 1'-0"
I
--+---~--I I
DRAWN BY: HLH
MCLEAN ADDITION CHECKED BY: SM
68 BALD EAGLE WAY
CARBONDALE, CO 81623 A/ s 1 .1 ~ .,. .
~ TRUCTURA OESl1.JN
www.e~a.n
1~Mainsmt
CartJondiOO. co 81623
19ro1s10-0m DATE : 10/15/15 I PROJECT#: 15 .012C REV 1
-
EXTERIOR SHEATHING
PER BRACED WALL
PANEL NOTES ON SO.O
2x BEAR ING WALL PER PLAN
E N. PER SCHED
EXT CONC PATIO
PER ARCH
CONC WALL wt #4 VERT & __/ ~ HORIZ@ 18"o.c., CNTRD, w/
~ (2) #5 CONT TOP
(") CONC FTG wt (2) #5 BOT , o
FNDDRAIN&
GRAVEL AS REC'D ' •
4 ., .
16" l
b ......
CONT P.T. 2x6 SILL PL w/ Y,-0 A.B.@
48"o.c. w/ 7" MIN EMBED IN CONC
Yi° EXP JO INT MATL-TYP
S.O.G. PER Pl.AN
T.O.CONC ~
PER PLAN
FOUNDATION SECTION
TRUCTURA DE SI N
-··~gJTI 1040 Mafl Street
Cartmlale , co 81623
(970) 51o.-077J
SCALE : ~· = 1'-0"
MCLEAN ADDITION
68 BALD EAG LE WAY
CARBONDALE, CO 8162 3
DATE : 10/15/15 PROJECT # : 15 .012C
DRAWN BY: HLH
CHECKED BY: SM
1/S2 .1
REV 1
NEW 4" REINFORCED
CONCRETE STEP.
VERIFY CONDITIONS
IN FIELD PRIOR TO
FORMING.
SAW CUT EXISTING
SLAB AT NEW WALL
(PROVIDE BOND
BREAK)
T.EXSTG.SLAB
SEE PLAN
T. WALL= 99'r11"
T. WALL AT DOOR=
gg•:s· (SHOWN)
T. LEDGE= 99•.3•
i;)CTERllR
F1 (New Main Floor System-Interior Slab on Grade~
4" reinforced concrete slab on 6-mil, or 3-mll cross laminated
polyethylene flexible sheethlng material (per AF103.3 IRC
2009) soll-gas-retarder on 4" washed gravel (RE: Soils Report
for backfill, compacting, and gravel requirements) (RE:
Structural drawings for slab reinforcing requirements). Caulk al
penetrations to the slab, Including joints, with a polyurethane
caulk or equivalent sealant applled In accordance to
manufacturer's recommendations (PER AF103.4). RE: Appendix
F: Radon Control Methods, IN IRC 2009 for all other potential
floor penetrations.
Floor finish to be ceramic or natural stone tile on anti-crack tile
underlayment mat. See drawings for location of floor finishes.
Total estimated floor build-up above plywood to top of finished
floor= 1•.
W2 (Exterior Wall System, Below Grade Crawl Space):
2 3/8" (R-10) Warm and Drl Insulation, or equivalent, protection,
drainage board on exterior foundation dampproofing on 8 11
concrete foundation wall.
JOBI: -llRA'MI: ~
QiEQl(E): MJll
l'RIHTEl: ID.l&~
SHECTTm.E:
co 1.0
Mclean Addition
611 Bald Eegle Wfl'/
Clrbolldaie, Colcndo 816Zl
OiANGE ORDER 11. REVISED R.OOR SYSTEM AT MAlN LEl/B. DEN
SILL SEAL
FOR
CAPILLARY
BREAK
-TREATED SILL
PLATES
T.SLAB
99•_,,.s
POLYETHYLENE RUNS UP
WALLAT EDGES AND IS
--TO BE SEALED AT SLAB
DETAIL 1/A5.0
REVISED 10.16.15 . ,,..
F1
REVISED 10.16.15
W2
REVISED 10.16.15