HomeMy WebLinkAbout17030062 Building PlansP
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NEW POOL HOUSE EXTERIOR
FINISHES TO CLOSELY MATCH
EXISTING RESIDENCE EXTERIORS
Top of Plate
Top� of Conc. Floor
To�of mat
(P
I
EAST ELEVATION
MATCH EXISTII`
SHINGLES, COF
SIDING t EXTEi
Top of PlatE
oIn-of PI
-' -\
Top of Conc. FI
Q)
z
0
0
4000" PSI CONC FILL
SPEC/AL NOTE
5/8"X 0" ANCHOR BLTS PER
CONCRETE FLOOR AT NANA /!WALL
STEEL FABRICATOR
OPENING SHALL RECEIVE TEMPORAI
o
IB Sol
1X6 FOR THE 'NANA WALL FLOOR SYSTEM°
\-"NANA WALL" OPENING
TRACK, TO SE REMOVED PRIOR TO INSTALL
Top of Conc. Flo
,I,IIl �i�
TYPICAL SECTION
NORTH ELEVATION
Tolnof Plate -
To1of Plate
WEST ELEVATION
c'sl
9,
30,-0 11
T-----------------------------------------------------------------------------------------T
1 1
1 1
1 I
'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , I
' 2 COURSES REGULAR'
TOP COURSE L -BLOCK - 20°X1011 CONCRETE FOOTING
Q2- #4 REBAR 1 1
AS PER LOCAL CODE
I 1 1 1
1 1 1 1
I I 1 1
1 1 T - 1 1
1 I I I
1 1 1 1
THICKENED SLAB777 777 7
-y\------- -- -- -- -----------
------- -- -- -- -- --
1 1 BEARING AA _L
1 PRESSURE TREATED 600-
1 1 4" MIN, REINFORCED PLATE FASTENED -O �ONORETE
1 I =N�RETE SLAB
I 1 I I
1 1 I I
1 1
I 1 1 1
-011 ° '4 �•°�9 « 0• < 41-011 1 1
1 1
1 1 I I
I 1 1 1
1 I 1 1
1 1 16"
1 1
INTEGRAL SLAB FOOTING
1 1
PETAIL AT BEARING WALL SOLE PLATE
BIDING
1 1
TYPICAL POOL HOUSE FLOOR: THERIIO BREAK LBLocK '
4" CONCRETE SLAB WITH FIBER
6 MIL VAPOR BARRIER SLOPE sRAOE I
6 MIL POLYEt"YLEVE • - - - - - ' 1
1 1 41MIN GRANULAR FILL CON—ETE RATS ALAY FRO`1 BUILDING , ,
1 M�15„R= BARRIER
2" RIGID FOAM BOARD INSU
L 4 `11VIHUH
1 1 AROUND PERIMETER OF STRUCTURE
SAW GUT CONTROL JOINTS AS =FR Ln,AL =17 '
I 1
1 1
�"U FOOTING DE -AIL
I I
2" RIGID FOAM INSUL
L L
� 8 GONG. BLOCK FDN
DROP ONE COURSE AT TOP COURSE L -BLOCK —
' ' POOL HOUSE OPENINGS (TY O BRISK LEDISE TO INSIDEr01 I I
-01120'-811 `t 4'-O'1 �4
1 1 1
'
----------CENTER OF PIER COLUMNS --------, '
' I
' 777'
1 1
Y--------I------------------I ----I-
- --'- 3611X3h11X12IEi�_F_T�s-----------------�- - ---------- -'
------ ' 1611X811X161' GONG PIER BLK--------'
T of Plate
Top of Conc. Floor
z_
Lu-
w O
Qx
U=
N
O N
in
Top of Conc. Floor
SOUTH ELEVATION
05 VERTICAL REBAR FROM FTGS
4000" PSI CONC FILL
SPEC/AL NOTE
5/8"X 0" ANCHOR BLTS PER
CONCRETE FLOOR AT NANA /!WALL
STEEL FABRICATOR
OPENING SHALL RECEIVE TEMPORAI
o
IB Sol
1X6 FOR THE 'NANA WALL FLOOR SYSTEM°
30,-0"
TRACK, TO SE REMOVED PRIOR TO INSTALL
FOUNDATION PLAN
30�-0�1
22'-3%21'
36x20 Awning
3'-0" x 11-8"
3&x20 IAwnin,
T 31-0" x 11 -ad
t—Q I' 11
MAIN FLOOR PLAN
z
,
z
V
NORTH ELEVATION
SOUTH ELEVATION
EAST ELEVATION
WEST ELEVATION
FOUNDATION PLAN
MAIN FLOOR PLAN
TYPICAL SECTION
SKEET 2: SITE PLAN
DATE: March 4, 2011 I
DRAWN 5Y. M. Foerster
SCALE: 1/4" = 11-011 Unless Noted
REVISIONS:
SHEET
1 °F2
LO
B24FH
IBS
o
IB Sol
B15
B24DD
MAIN FLOOR PLAN
z
,
z
V
NORTH ELEVATION
SOUTH ELEVATION
EAST ELEVATION
WEST ELEVATION
FOUNDATION PLAN
MAIN FLOOR PLAN
TYPICAL SECTION
SKEET 2: SITE PLAN
DATE: March 4, 2011 I
DRAWN 5Y. M. Foerster
SCALE: 1/4" = 11-011 Unless Noted
REVISIONS:
SHEET
1 °F2