HomeMy WebLinkAbout80 Mattakese Road Building 9 Foundation Plan and SectionsI
S'
3'
T
24'
36•
-----------------------------------------------------
r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
----------------------------------------- ---- r------------------------------------------- --I
I
I 36• WIDE x 12• HIGH OPENINGI !
(432 Sq. In,) IN FOUNDATION 36• WIDE x 12• HIGH OPENING I !
WALL WITH LOUVERED COVER (432 Sq. In.) IN FOUNDATION I I
k 2 LAYERS OF METAL SCREEN WALL WITH LOUVERED COVER I I
(402 ST HEADER ABOVE TO o 2 LAYERS OF METAL SCREEN i
i I TIE INTO SILLS k FRAMING) a (402 ST HEADER ABOVE TO
TIE INTO SILLS k FRAMING)
I
I j`R I ( 3
1
I 30• R 3E• x 12• THICK
12 6RUWCoNc SE(3 P PLACES) ( �
12'
I
I I I 5•I It n 1/4• CArro-uw s 3100 re z.a �K km I I I
i
1 3-0 I I 24
I L _ I
w
4x4 POST n. y J W I
i � I n 4x4 POST
1 d 3 1/7• DIA. d Y !
I e STEEL, TALL
i7S I )
I
a� < (CC= r$rm.) v rn
I I o F I I
12'
9' x 7' L
I O.H.D." o C 0 9' x 7' I
I= n SD
In
O.H.D.
I
I 4x4 POST x I !
L ------------- I i I
----------------------- —3-- —---------------
5.-2 5'-2'
2• 9'-4• t'—iO•�
{
X
FOUNDATION PLAN ;
— +. e•ae• 4ALLusTves Oro.e N,x)
M PT RIN
3/r QALY. LA0 /IIT.
)/r DALY. LAO 9OLT
coNRAcim sm
i
r � r
1 � , • 1
FOUNDATION NOTES !'
1. FOUNDATION DESIGN BASED ON A MINIMUM SOIL
BEARING CAPACITY OF 4,000 Lbs. PER S.F.
2. CONCRETE SHALL REACH A 28 DAY COMPRESSIVE
STRENGTH OF 3,000 Lbs. PER Sq. In.
3. PROVIDE FIRECODE GYPSUM BOARD FINISH FOR CEILING
AND WALLS WITHIN GARAGE (GRADE LEVEL) AREA. I%
4. IF THE FINISHED GARAGE SLABE GRADE IS TO II
BE PLACED LESS THAN 2 FEET ABOVE THE
SEASONAL HIGH GROUNDWATER TABLE AS DETER— 1?
MINED BY A REGISTERED PROFESSIONAL ENGINEER,
THE PERIMETER OF THE FOUNDATION SHALL BE
DRAINED WITH A PERFORATED 4* dia. P.V.C. PIPE
LAID IN A 2' WIDE x 2' DEEP GRAVEL TRENCH
VMtCH ENCIRCLES AND IS ADJACENT TO THE
ENTIRE FOUNDATION PERIMETER. IT SHALL DRAIN
BY GRAVITY TO A *DRY WELL* OR AN OUTFALL E'
POINT WHICH IS BELOW THE FINISHED SLAB GRADE. i
5. FINAL SLAB ON—GRADE ELEVATIONS TO BE BASED ON
THE SITE / SEPTIC PLAN PREPARED BY -LAND USE,'
TECHNOLOGY, INC.% AS REVISED THRU JUNE
6. FLOOD ZONE A-12 (NON—VELOCITY ZONE) AS PER FMA
FIRM MAPS FOR W. YARMOUTH, MA. I
ar Rim An,
tQ atEnele rAu We"m
of
ahiPT�VO
}1 1uL
M n RAIL CAP
I�1Irr L• 11 " �arp1-e c
1f d nrow coxnpij
.
LA PT TOP k ROT'10N RAAS
L.
r.a. rT
Memo
IR FLOOR JOISTS
rwwe, rkLro
!
L PT DEUI A71lA
3/R QALY. LA! Ran
To rr� a ac CLIME
rO1Q,* . *LADE DOOM
4AlY. A77f XAMOER
14 PT NAIIR HOARD
SEE EXTERIOR
r - t.0 PT CIP"
WALL SECTION
4R PT POIT
Tom
OAIV. ►DST a.oE
X7
7
4r wN r or DIA COIIC. PosT
ra ps cow_
14• • Ir . ,r rAm cow- PooTu
vJ�
1.0011"Il O tat
ano
omphemm
TYPICAL DECK SECTION
V �
pw so 9mm
X
FOUNDATION PLAN ;
— +. e•ae• 4ALLusTves Oro.e N,x)
M PT RIN
3/r QALY. LA0 /IIT.
)/r DALY. LAO 9OLT
coNRAcim sm
i
r � r
1 � , • 1
FOUNDATION NOTES !'
1. FOUNDATION DESIGN BASED ON A MINIMUM SOIL
BEARING CAPACITY OF 4,000 Lbs. PER S.F.
2. CONCRETE SHALL REACH A 28 DAY COMPRESSIVE
STRENGTH OF 3,000 Lbs. PER Sq. In.
3. PROVIDE FIRECODE GYPSUM BOARD FINISH FOR CEILING
AND WALLS WITHIN GARAGE (GRADE LEVEL) AREA. I%
4. IF THE FINISHED GARAGE SLABE GRADE IS TO II
BE PLACED LESS THAN 2 FEET ABOVE THE
SEASONAL HIGH GROUNDWATER TABLE AS DETER— 1?
MINED BY A REGISTERED PROFESSIONAL ENGINEER,
THE PERIMETER OF THE FOUNDATION SHALL BE
DRAINED WITH A PERFORATED 4* dia. P.V.C. PIPE
LAID IN A 2' WIDE x 2' DEEP GRAVEL TRENCH
VMtCH ENCIRCLES AND IS ADJACENT TO THE
ENTIRE FOUNDATION PERIMETER. IT SHALL DRAIN
BY GRAVITY TO A *DRY WELL* OR AN OUTFALL E'
POINT WHICH IS BELOW THE FINISHED SLAB GRADE. i
5. FINAL SLAB ON—GRADE ELEVATIONS TO BE BASED ON
THE SITE / SEPTIC PLAN PREPARED BY -LAND USE,'
TECHNOLOGY, INC.% AS REVISED THRU JUNE
6. FLOOD ZONE A-12 (NON—VELOCITY ZONE) AS PER FMA
FIRM MAPS FOR W. YARMOUTH, MA. I
ar Rim An,
tQ atEnele rAu We"m
of
ahiPT�VO
}1 1uL
TYPICAL BUILDING SF
to
Z
O
I�1Irr L• 11 " �arp1-e c
1f d nrow coxnpij
L.
5
7'-O'
rwwe, rkLro
!
To rr� a ac CLIME
rO1Q,* . *LADE DOOM
CL
Tom
r a0irm
ra ps cow_
aAmft SAES
ir
vJ�
LORIA 101
ALL
ano
omphemm
Q
V �
fox
DRW°°calUrlsn*c,m
sot
WIN"aWwe
�
Down roo,a lw�
r. rswwAY
TYP. FOUNDATION
SECTION
0bT 10 man
TYPICAL BUILDING SF
to
Z
O
5
W
X
CL
vJ�
m
Q J
Q
V �
co
N
�
Z W rrte^^ o
O�
0i4.
l ewA f
P^
^
JAcC 0
c m
�Z I
A
7/7/97
1/4"= 1 —n,,
AOI
PMY
CTI ON �s7oo3
»e. :
1 OF 1