01-0340-008 "
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rF MR. NAT KLEINMAN <
FOOTING SCHEDULE F40 F40 G-70 I : -% 2 ac,
MARK BOTTOM TOP
SIZE REMARKS 0
SHORT BAR LONG BAR SHORT BAR LONG BAR
'cr-01 L - - -- - --- -- -
TE 8" CONT. X 12" 1 #5 SLAB THICKENED EDGE L —_j L J
CONT_ SIF SLAB ALTERNATE IS CHOSEN) (3
6' MN. REINFORCED
CONCRETE- ROOF SLAB z)
CONC. MAM R13-1
(TYPICAL) =3
ROOF DRAIN WITH PVC ',�ROOP DRAW WITH PVC
RAINWATER LEADER co tp 0 RAINWATER LEADER
/"'�c INSVe COLUMN BOX-OUT INSIDE COLUMN BOX-OUT
VS-2 (see AL (SEE MTAL SHEET A-6)
P40 F-40 I
Lipq"_onEwuLE ......................... T-, EMERGENCY OVERFLOW
P,[3-1 SCUPPER
L I (SEE DETAIL SHEET A-6)
Lo
CONC. COLUMINIS go
REINFORCEMENT (BELOW) x
MARK SIZE VERTICAL OR TIES OR REMARKS
BASE PLATE CAP PLATE
0-z SLOPE Z
co 0 TO DRAINS
cn (TYPICAL)
ILL
REPAIR EXISTING ASPHALT PAVING %u
U at
ON 6 M. VISQUEEN VAPOR BARRIER IN WELL xe-07
COMPACTED FILL W/180- HOOK
PROVIDE SAW CUT JOINTS AT E-AC14 COLUMN LINe (TYPICAL) V)
(BOTH DIRECTIONS) AND INTERMEDIATE e0UAL SPACED
SLIP-RESISTANT FINISH
SLOPE TO DRAIN TOWARDS DRIVEWAY to to 0
QOOF PLAN NOTES (USE: THICKENED EDGE 'TE- ALONG t-:
tu
I" EXPANSION JOINT PEIZIMETER (SEE LEGEND) I- EXPANSION JOINT\
QD
to
Lu
co
eb
c -7)
F-40 F-40
FOUNDATION PLAN NOTES r i r- -I
CONCRETE CONCRETE
COLUMNS NEW PARKING COL~
SOILS STATEMENT CANOPY ROOF
(TO MATCH EX15TING)
SOIL AT THIS SITE IS SAND & ROCK, ADEQUATE TO SUPPORT THE DESIGN
LOAD OF 2,000 PSF vo
AFTER EXCAVATION. A SIGEDN & SEALED LETTER WILL BE SUBMITTED BY EXISTING
THE ARCHITECT OR ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED CONC. CURB U-N
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH co
THE DESIGN IS BASED ON-
F40 F-40 I D
1. TOP OF FOOTINGS SHALL Be FLUSH AT THE JUNCTION OF A WALL FOOTING J4 0 12" T. z 44
AND COLUMN FOOTWC, WALL FOOTING RersFORCEMENT TO RUN CONTINUOUS X47-O'* TEMP. (TYPICAL—) 0
THROUGH COLUMN FOOTINGS. ALL SIDES OF FOOTINGS TO Be FORMED- W/1 80 HOOK E- >
2- TOP OF ALL FOOTINGS @ r-4" BELOW
FINISHED GRADE.
3. PLACE- ALL CONCRETE SLABS OVER 6 ML.
VAPOR BARRIER. OVER TER11TE TREATED 6
CLEAN & WELL COMPACTED FLL_ -1 0
P113-1 z
PIMS. TO ca 0
ROOF OVERHANG 51-01 :100-0
CD z
qh=40
le-
IWO
48 HOURS (y
BEFORE DIGGING 0 oftt
QOOF PLAN
CALL SUNSHINE FOUNDATION PLANAF Nes, PA
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