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PLAN REF'ERE'MC.EOF
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CERTIFY THAT THE •S.?" C` ,?r�? :'
SHOWN ON THIS PLAN is LOCATED ON THE GROUND
AS SHOWN HEREON.
DATE
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TOP OF FOUNDATION
01
• CONCRETE COVERS �-'' ' ' de '!r+�l"
_1 4"CAST IRON 12"LAX
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e'. PIT PRECAST
INVERT • Q LEACHING
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FILE OF cac�uNla WATER TAdrt.E
tbuf. 1 SEWAGE DISPOSAL SYSTEM
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4 NO SCALE
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TOTAL LEACHING AREA 2 L 3. °� SO FT
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No. 26100 C-. CIVIL
No .;0797
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CONCRETE COVERS ' '
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« PITCH 1/4 PER PITCH 1/4 P .ERFT , T N /
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INVERT Q ; LEACHING;
• EL. /oT a iNVERT INVERT : 0 _ PIT OR f
SEPTIC TANK ���- ,z DIST. �.,q�,-. W EQUIV
INVERT /000 COAL. EL. INVERT SOX EL ' '� a ''" S%4 TOIIr2
D • ! L /D.a= . y EL!FSo4 INVERT \
WASHED
7S' STONE
41.41 j
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r ` IIZt PROR l._E OF GiCiUNC1" ;ATrR' TAB if a
-- '�r'1•'r�f SEWAGE DISPOSAL. SYSTEM
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2. Desd9a► Criteriat I -I- �+ V A U L
CW, lCTIQN TYPE - �b •Protected' sta+�rd Ptatfora Frame» _ -
A
LOW - Roof i3nu�r lead, Za+� 1 25 Ib/s+x ft Ica ��� � -
titad Load 7 lblsq ft (7il A tr� C1
Attic Dead Load
12 lb/sq f#
Firtt Floor (office) Live Load 50 tb/sq ft y ��t ' _
r 'f
goat 15- lb/s$ ft Y
t obb ) Lis►ir Loaf M lbf$q ft / O
Public k44. l Y ��
lI Load t6 lWS4 ft, i
Britt %pot edW4 V',briick) 39 11/sq ft
�` � 21 lb!$q ft, � = y
Wind Llnd, 2Sat 3, E� � I
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CV '
pg, 1PT IOtM3 . to be wo d trat9s, 24" fl:c.., baariag oa oatSi mat t s ~ sue" Q,IOp r(I�b
R,oef � '( I Y, N
calla -, is to .tr' goit
stttl► 1rr±rsrt.r > . _
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- first flier to be arlitk*Mgl<1t *1WCSVAAtiaAal.ytrts aad �... :." " ,,p `t Z
ei# + O cc' .- S. Co)aans - 3 1/2" or 4 centrete filled Lally coln+ms as shovn, a
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s � - Ihre to vt .�,10 ri"Its tro. 60.1o' dr'sigm
6. Provide aid-span bridging on all 1st floor spans amd solid
blockin Qttreen oists over actin gii"ts.
L �r + �--1- -f U
cauid be aMk c tllifn iolats cla ootl► i b$st ! J� _ �,•_ .`�•�� T '"C
7. Foundttiln Anther$ r.- tss 1/2" dfa. spaced b' 0" o.c. 'r-t 1 �-'- �- "' W
tr ntlr drt �M Act+g►,1 egls#s ca�r'X4'Y ,
1Mlsi Iawlrit 1ArrSriag m-,1,,yi0'H1141i ft 6. lleinfarcing Steil Clean an f'aa heavy rest. F �. � ------------i- Lly i
d frle r a t �+ / +,
- Grade 40 AS'llt Mt3 bars. � j f ►� ' �`'���'�I: -.i 0
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1ECFMICM. 9PE�CIfICAT1 - Parch Slabs to have b1L6 - bXb Witt or f-r"t""' "� �`' -
Fibermesh I for temperature acid shrinkage.
r isle - r-x 12" 1RtM-.- R'S-P«f:sp►�td t6"e.c. o Footers Location Size Her J ►- Cr
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ibilo�eS ti/)fit,F61s� �? ,�d �. .. Concrete Footings and Hal Is - tliniaum f'c 2,5U4 PSI. r ---- _--
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fToer Joist; 2' sk tr Gelb it a.c. EF�H bJF�Y b
Type lA 5-7x air entrained Cemtat. FF-1 FF-3 & N it } .
s 1100 PSI- - Steel Her coverage as show, per ACi, FF-b. 3 a7 x .� O x 10 3 Na. 4 i
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90$ills 1l+ost BtAp' 1 - • " x 1If"`;aihkl - er / - Maxiawm.ag�egatt siat - 1/20.
3 D• - Slump Range 2-5', FF-7 4'O'' x 4'01' x 1011 4 No. 4 1
PiI - Formed in place footers art I)lowed. Prior to FF-2 5'O" x 5'0" x 1.1" 2 N��. 4
2.
fit, ,1, -
rooter I FF-4 5'6" x 5- 611 x 11" 1O No. 4
3�1b. blue>'l�illttl �"'- „lnat*�S� z� ia�es�rd�d*• Atcr placement fret soil aitt+ Water. r I
10. Fovndation desi n'assumfs soil is a coarse gavel-sand mixture C.� R ,t
g a if p!r iet0o l at to i f w ty i 7' WA Well Iladeri ay` g
with some cobbles in a Medium state. should poor in-situ material I *. JARNUM �,\ 1,
meAt, Exttrlar, Tit'4 tfliriMyl S +tcLxtt. t
30 steel girt#= A6111'i�ra* 34 fatiaoel' �• Boitimd surfaces
be enca►ntered a more detailtd analysis is rrqutred. Footings Location Size gar
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to 1e frlt 'of ofte" of AIa, No'.t1�►`Ct�atia, itil' C 4. Design Allatlable leering = 1,50 Ib/sq ft - � o. �
- Basri S st►wM ►e�ovi'de W)6d F-1 , F-2, F-b t-- -t J N 30890
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4. Plates +� 10 x 3 O 3 N o. n, •,
st iNst to tlt•girts ao Cal•etmM. F-3, F-7, F-8 10" x 2'6" 2 No. 4
plic>ws d!3" x+�� Jrt91'14 Grade 3L F-4, F-5, F-9 10" x 2'011 2 �.�
-:*it I for that $lots as smW in bean• � " .i . _0' F-10 101, x 1'6" 2 No. 4 F N D A T I O N P L A N
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