HomeMy WebLinkAbout59.192 - Drawing A4-7 Foundation Plan 3O
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FOUNDATION NOTES:
01 20'-0" 016'-O" 12'-0" 1e 0-0"V 1. CONCRETE WALLS/ FOOTINGS TO BE OF 3,000 PSI MINIMUM COMP. 5TP1
10" DIA. 5ONOTUBE5 UYP.) 2. 10" POURED CONCRETE WALL W/ 2 #5 TOP AND BOTTOM BARS, RESTED
TO 28" BIGEOOT 1`00TING5 I X 10" STRIP FOOTING. PROVIDE 2 @ #5 CONTINUOUS HORIZONTAL BARS Al`
FOOTING. LAPTOP BAR5 TO MAIN WALL BARS. PROVIDE TRANSITION REINFC
/ 2/2X10 / SPACED @ 12" O.C. VERTICALLY. PROVIDE V8" X 12" ANCHOR BOLTS @ 4'-0"
/ \ 3. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISE
/ - \ OR QUESTIONABLE DIMEN51ONS NOT BROUGHT TO THE ATTENTION OF THE DI
✓ O �? \ O THE RESPONSIBILITY OF THE CONTRACTOR.
S1 // 4X�+ S2 +� \ 9 4, DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
A5 / A5 CO
� \
PROPOSED \ C 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY COC
5'-4" ;� O O LINE OF MECHANICAL),
/ cN DECK ABOVE \ `\ /
W G. CONTRACTOR SHALL ENSURE THAT ALL
o Ud
— — — — — — — FOUNDATION WALLS MAINTAIN 4'-0"
N MINIMUM COVERAGE.
— — — I 20'-C 4._O..
m I i Neto I I
�p BULKHEAD I I 5IMP50N PtiD — — — SIMPSOiJ:PHD
5'-11 112" ----- ---- —
I I I I o I _ ___ + 13/2.10
51MP5PN PHD — — J 1 7J 2X10_ 1 L "DTNVENT
N J ;+ r-FNDTN. VFNT FNDTN. VENT— --------
a . `.+. + _ _ _ ++ I >. 2PERIMETER SHELF o U) AT TOP OF WAI L X
-----> — —-- — ? =i TO RECEI'VE:FLOOR I+FNDTN. VENT -� I FN
LL _ I I WAL WAY
- JOISTS -
I d XI 30" (7-1/4"X5") ZI I ABO` -E
O I I REMOVE > I w
WALL ` 30" >I I 1
PROPOSED CU a 7*`+— I U) N �N ZI
U x O
CRAWL o SII o o x u- �L -i
C m M y 2x8 FLR JOISTS I 2x8 FLR JOISTS
Ext IT. ' BU rHEAD vl @ 16' O.C. @ 16" O.C.
/),�,�; R t10VEDj N T 30" 30" 2/2XG WALL P05T I I~� 2!2X6 WALL POST
/'�, •--" .III '{ / - LALLY COLUMN 30.. I I _ ` �.. / — — _ _
` YY ---= T----- EXISTING
ON FOOTING I
— — I + I GARAGE
NIIIIIIISIIII C•`_C•'•i I III,II IIII_ �II _y,S.�_ _= IIiI _ !II i`, + N
FROP05ED
EsTo X1s�G#s Dow11 -1EXISTING FOUNDATION FULL�Q CRAWL
o SPACE N
II
BASEL T a/ � 2• �, CO"-.co,;c_N X dII
/ \
IliJ i `z DUST CO'✓C .) ! I O o a 12x8 P.T. JSTS. ► I _
III I III ll� ________-- I co,-- 16
j III v III II III r o o (3) 2X8 I e+ I o I
III X' z U)III III III �= REMOVE j I I LANDING N
oIII III III � �— Po15TIN�G ABOVE
x II III N ABOVE + I 2'2X10
W 1 5" ALIGN FIN. — Z14
LL III III —__I ---
N 30" II III FLooRs I zxllo �-
- 2) — _ — — 7 — — — — — — — — — 30" III— ) 1.3/4' 9-1/4" LVL — — 2/2XG WALL POST I 1 @T 6" 0.Cq ALIGN WALL POST
(2)1-314"X9-1/�"LV --- _---- — --- 16"O.G
+ I ALIGN
2x8 FLR JOISTS
30, REPLACE EX15T. WOOD GIRDER 3p" i ► I L'4 6„ ALIGN FINISH FLR. TI
3—p Wl (2) 1-3/4" X 9-1/4" LVL gp @ 16" O.C. I o I 5/8" DIA. ANCHOR BOLTS
EQUAL EQUAL N @ 38" O.C. 314" PLYWD. SUBFLC
LALLY COLUMNS I N 2X6 P.T. SILL
(TYPICAL) I + - TYPIC.
LIN O` I
o eX15TING I R I r)(2)
D E
CRAWL SPACE
I A�o'�e 111
• �1V _III III_ 1/2.. l/Y/..'% I I� —
.� r ANCHOR BOLTS:>�]Z - I — — — _ ! 5/8" DIA. ANCHOR BOLT5 @ 38" O.C.,5 BARS TO?AN
X12" FROM EVERY CORNER,
I I 7" EMBEDMENT W/
3X3X1/4" FLAT WASHERS 1p,
_—__—_ an. pc .. CRETE
#5 DOWELLS TO I NEW 10" THICK POURED CON
EXISTING FOUNDATION — FNDTN. VENT FOUNDATION WALL ON 10"x20"
— _I ....d. „ON P, A CONTINUOU5 CONCRETE FOOTING
+ COINER P05T ANCHOR @ 4' MINIMUM BELOW GRADE
• 2 #5 BAR5 @ TOP OF WALL/ TOP OF FOOTING
— — — — — — — — (TYICAL)
O
i>7 DROP TOP OF WALL 15" 5'-0"
ALIGN TO _
PO5T5 10'-O"
s1 ABOVE NOTE:
I
A 5 �-�•, `,� �� �!7 CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROP
PROPOSED2 CONDITIONS PRIOR TO AND DURING CONSTRUCTION
1�at"r eGi^^� MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
FOUNDATION PLAN A}� COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTR,
1/4"= 1'-0" 6a1A
�,'li�
THESE PLANS ARE 1N COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE SEVENTH ADDITION / I 10 MPH WIND ZO