HomeMy WebLinkAboutA-2.pdfd
�a������o� ����
SC���: I/�4"=1'-0" s'-� ii2" - TOP 0� S�AB TO
BOTTOM 0� ��OOfi2 JOIST
POURED IUA�L HEIGHT - q,_���
N
i
�
�
�
c
r
21'-3"
-3 I/2"
'-1 V2" I. 5'-9 I/2„
— -- T — - -- — -- -- -: --� — � — _� — _:
DH36"X60" DN3b"X60" � �
�,-
� �
o ( `i'
Q I u�
� (
N
a
0
3'-C
m �
�
x '-`-
�
o „_
� � \
� �
� �
��DR001� 8 ' �
8'-9 I/2" CLG. HGT. 3-o I I�
CARPET N
I
1�4'-8 I/2"
28'-I I/2"
16'-4"
UIOOD DECK ABOVE
— — — — — — — —
� � CONTINLIOUS FOOTER �
I �
� � �
� — —
� 2X / T
I — (3) DH36"X60"
��_��� �
- --
5'-8" DROPPED BEAM
DESIGN BY OTNERS _ I_
� - - -
-6
� � 2-4
0 0� 3,_$„
� �
Q
- -- - 10'-� -V 2" ' ------------ - �
��TH �
�°
TILE
PKT. — �
�
N � I
X Q
�
O
X z I
O
O U
� �NT��T�INM�NT
8'-� I/2" CLG. HGT.
CARPET
�
�
N
cv
19'-1 I/2„
— — —I-
� (2) DH36"X60"
��
3._6,� 6._�„
" 3�_2° 3�_2"
- �--- -- - �DH36"X60��
"- � �
� I II'-51/2"
� I_i
� I O
� I�
\ X
Q �
' C��DS
�.,,
I o s�-q ii2° c��. ��-r.
� I HARDlU00D
N I
I
M
J I
�,
3'-b"
12'-6" DROPPED BEAM - DESIGN BY OTHERS
n,
�
'V'
'-31/2„ �,_0"
-'Q �
�) �
I) �
ii g,�� i-
HRRDUIOOD � o I I {�q�DlU00D �
��
r Q � �� Do
�)
�) �
15'-8 I/2" � �
I I
2-4 DOOR 4'-b" �— � � I � � �
� I
o �
X 2-4 � �' o - -
� ' ( X Q- _I - � 6'-l" DROPPED BEAI
o � � o _ 20,_2„ DROPPED STEEL BEAh( - DESIGN BY OTHERS _ _ = li'-3" DROPPED STEEL BEAM - DESIGN BY OTHER� DESIGN BY OTHER�
I� �z I I I HARDUJOOD b0"Xb0"XI2" HARDlU00D '-3 I/2" 6,_0"
CONC. PAD
� � � � � � � M � 60"X60"XI2"�
�
, 6'-0 I/2" 4'-8 I/2" o I 3,-q" 6"X36"XI2" l'-4 V2° 6"X36"XI2" II'-5° 23'-I" � CONC. PAD
�;
���-��� _ CONC. PAD CONC. PAD
II'-9" DROPPED BEAM � �
DESIGN BY OTHERS — — l'-II" OROPPED BEAM — —
__ _ _ 2 X 6 IUALL / FOOTER I DESIGN BY OTHERS I 2 X 6 tUALL tU/ �OOTER __
STEP I -� I
FND.
IUALL I
N
\
I �� I
� �EDROOM � ;� �
8�- I(�2 1..��. �l.i I. � Q
I C�RP�T I
�
, II'-2 V2" I
� � 1 5'-0" HDR. IN Cl! 011T tUALL
� L i�/� lll/H I OR TAIRS ABV. ---
o _ �/ � IllALL. FLUSH FUR . - 4'-0° 8,_'�,�
-' � HVAC HEADER. 'M -
_ � I p
I �
� �— — — — — —
v
� I� �,2�� � I— �o�-��� --
��i� i; i; i; i��� � 16 R� l 3/8„
— — — I 15T�10.0"
I , ,
-8 I/2"
�
' � �� �1�C�I�NIC�� �
I � '� � uNFINISHED =
� I
� � 2-8 -�
� a I
�� � i
�o �u��., � �
\ r � I
�.,, = Q I
�
� ��_��� I
� II._6�� I
, , � S.P. L.S. I
— � — — — � I
� ; , I
P��Ci�i ------ —I I
4" ONCRETE SLAB ON �
(� EXCAVATED FILL � I I
�— — — — — — — `" —i ' o
I �
m
— — — — — — — — — — — — — — — � I
,
-�,_5�,
l'-3 I/2„
2i,_3„
12'-6 I/2"
62'-8 I/2"
22�-5°
�T C�t� �#�t��t�#�
�° CONCI2ETE SLAB lU/
�4" GRANULAR �ILL MIN
12'-q"
� — — —
_ � � — —
23'-q"
�
�
� w
� �
� O
AGl
O �
t0 p
�_
0
o�
�- X
� _
��
0
�
STEP
FND.
tUALL
(2) 2XI2 H
f2) 2XI2 HDR.
�
_�
�� o�u � �oo� ������� �T�.
S��4LE I/ t"=1`-O„
� ir
m �
� �
�
�
R
C�ENER�4L F01�ND�4TION P��AN NOTES:
I. ALL FOOTINGS SHALL BE BELOW FROST LINE
MINIMUM SIZE SHALG BE AS PER LOCAG
CODE.
2. �011NDATION WALLS SHA�L BE 8" THICK OR
MINIMl1M SIZE AS PER LOCAL CODE.
3. ALL FOIJNDATION ANCHORS SHA�L BE 6'-0"
ON CENTER AND 2 PER CORNER.
4. GRADE ALL SOIL AUJAY �ROM DI�ELLING TO
PROVIDE POSITIVE DRAINAGE. MAINTAfN 6°
SPACE B�T�JE�N GRADE AND ANY l�OOD
TRIM.
5. ALL IUORK IS TO BE P�R�ORMED AND
PROVIDED, 70 MEET OR EXCEED �OCAG
Bl11LDING CODES.
6. IN IJN�fNiSHED ARE�4S ,4LL OIMENSIONS ARE
TO THE �ACE OF THE FOUNDATION IUALL
1. IN �INISHED ,4REAS ALL DIMENSIONS ,4RE TO
THE �ACE 0� THE FRAMEO tUALI.
8. VERI�Y ALl MASONRY LINTEL SIZES AND
TYPES IUITH BUILDER FRIOR TO PERFORMING
����.
9. FACE 0� �RAMED tUALLS TO 6E 4" OR �4 I/2"
011T FROM FACE OF FOl1NDAilON WAL�.
SQu�RE FOOT�4C�E T�48LE
FOUNDATION
TOTRL SQUARE FOOTAGE 2396 S�
FINISHED SQUARE FOOTACsE 2189 SF
h1ECHANICAL SQUARE f00TACsE 20l SF
CRAWL SPACE 0 SF
�IRST FLOOR
FINISHED SQUARE FOOTAGE 2450 SF
CsARAGE SQUARE �OOTAGE 908 SF
WOOD DECK 292 SF
FRONT PORCH 155 SF
SECOND �LOOR
FINISHED SQUARE FOOTACsE 2341 SF
llNfINISHED BONIlS RM. SQ. FT. 0 S�
TOT�4L FINfSH SQUARE �OOTAG� b986 SF
fT fS TN� BUILD�R/ OWN�RS RESPONSIBILITY TO VERI�Y
� THE ROPER �41R SPACE BETIUEEN ALL BRICK �ND 1U00D
,- ,�l�LS UJ(TH HOUSE UJR�4P, TO PREVENT U1�4TEi2 INFILT2ATION.
� BUfLDER/ OUJNER SHOI�LD SEEK THE ASSIST,4NCE OF A
Qu LI�IED ENGINEER �OR TH� PROPER SIZING O� �LL
�,° S RUCTUR�L NEADERS, R��T�RS, SUPPORT BE�f1S,
— L (NATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUf�DE / OUJNER RESPONSIBILITY TO VERIFY �4�L DIMENSIONS
� DESICsN O� THES� DOCUMENTS �OR ACCUf2ACY.
C(� 2015 BEC�EY BUILDING C�ROUP
TNIS PLAN IS PROPERTY OF $ECLEY BIJILDINCs CsROt1P. ANY UNALJTNORIZED uSE
OR REPRODUCTION OF TNIS PL�4N, IN IUHOLE OR IN PART IS PROHIBITED. BECLEY
$llILDINCs GROl1P IUILL llSE ALL LECsAL f1EANS AVAILABLE TO PURSI�E THE
UN�UTHORIZED uSE OF THIS PLAN OR ANY DESIC�N ELEf1ENTS CONT�INED THEREIN.
@ � a
�_" �`� �`�
cV � Q � U �
�
�
�
� z
� �
w � o
�. �
J
� ! �9�Q
� ���
� w z �' @�
W asz
� o��
z,.u�
U' -I� W
� ', J.�.Q
U
� W ZO
� J �
W m J
� o
W Z Q
� _ �
> W
>
�
�
SNEET NO
�-2
OF �
DATE
�/2/��
pU�l NO
9