HomeMy WebLinkAbout24.37C2 - Foundation Plan and Section5'
3'
24'
36'
I I
t-----------------------------------------------------� 1
36" WIDE x 12" HIGH OPENING 36" WIDE x 12" HIGH OPENING
I (432 Sq. In.) IN FOUNDATION (432 Sq. In.) IN FOUNDATION I
1 WALL WITH LOUVERED COVER WALL WITH LOUVERED COVER I I
1 & 2 LAYERS OF METAL SCREEN U.
1 dE 2 LAYERS OF METAL SCREEN ( I
( (4x12 ST HEADER ABOVE TO w (4x12 ST HEADER ABOVE TO t
1 I TIE INTO SILLS & FRAMING) a TIE INTO SILLS do FRAMING) I {
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1 \
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t 1 v,
f I 36' . 36' x 12' THICK 1
I CONC. FOOTER (TYP.) I
t 12' O COLUMNS (3 PLACES) 12•
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t F7 - f____-_1
I 1 5'1 X 11 1/4' GANG -LAM S 3100 Fb 2.0E LVL BEAM I I
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1 - - -�
WuJ
I I 4x4 POST a wl
4x4 POST
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I 9' x 7' - -j N 9' x T'
O.H.D. I' N I O.H.D.
4x4 POST x
E------------- - -- - --- - - - - - - --------------
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V -10"I- 91-4" 5 -2• — 3,-4"
36'
2x FLOOR JOISTS
3/8 GALV. LAG BOLTS
SEE EXTERIOR
WALL SECTION
2x6 PT RAIL CAP
2.4 PT TOP t BOTTOM RAILS
6' . 5/4' PT
BULLNOSE DECKING
4'
2x PT DECK JOS
GALV. JOIST HANGER �—
2x8 PT NAILER BOARD
_— 2 - 2x8 PT ORGER
4.4 PT POST
GALV. POST SHOE
FOUNDATION
1.S'x1.S BALLUSTERS (8. O.C. MAX)
2.6 PT RIM
3/6' GALV. LAG BOLTS
3/B' GALV. LAG BOLT
' 6' DIA CONC. POST -4
48' MIN.
16' x 16' x 10' THICK CONC. FOOTER COMPACTED SOX
UNDISTURBED SOIL
I
TYPICAL DECK SECTION
(NOT To IG r)
5'-2"
9'-4"
PLAN
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12'
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.
4. IF THE FINISHED GARAGE SLABE GRADE IS TO
BE PLACED LESS THAN 2 FEET ABOVE THE
SEASONAL HIGH GROUNDWATER TABLE AS DETER-
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
WHICH ENCIRCLES AND IS ADJACENT TO THE
ENTIRE FOUNDATION PERIMETER. IT SHALL DRAIN
BY GRAVITY TO A "DRY WELL" OR AN OUTFALL
POINT WHICH IS BELOW THE FINISHED SLAB GRADE.
5. FINAL SLAB ON -GRADE ELEVATIONS TO BE BASED ON
THE SITE / SEPTIC PLAN PREPARED BY "LAND USE
TECHNOLOGY, INC.", AS REVISED THRU JUNE 16, 1988.
6. FLOOD ZONE A-12 (NON -VELOCITY ZONE) AS PER FEMA
FIRM MAPS FOR W. YARMOUTH, MA.
2.8 KO BILL
2x6 PT SILL
SILL SEAL
BOOR SLA6 i 1
4000 PSI CONC.
s 4' Twat
1L
6' COMPACTED
GRAVEL BASE -
UNDISTURBED
OR COMPACTED
SOX
EXTERIOR WALL SECTION
1/r ANCHOR BOLTS
0' LANG O 6'-0' O.G
(2)-0' FIiOM CORNERS)
r MIN. FROM FIN. SLAB EL
TO FIN. GRADE OUTSIDE
(EXCEPT O GARAGE DOORS)
10' TIROL(
3000 PSI CONC.
FOUNDATION
min. WALL
L10' THIOL( x 1B' WOE
GONG. FOOTER 'MTM
r . r KEYWAY
TYP. FOUNDATION SECTION
(NOT TO SCALE)
TYPICAL
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DATE 7/7/97
SCALE : 1/4"=V-0
DRAWN :
PMY
JOB No. ;
97003
SHEET No. :
1 OF
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DATE 7/7/97
SCALE : 1/4"=V-0
DRAWN :
PMY
JOB No. ;
97003
SHEET No. :
1 OF