HomeMy WebLinkAbout2702 French Ave 99-2523 (a) FoundationZONE
CONTR
n�
rA)
C� C�
DATE
ACTOR
ADDRESS
PHONE #
LOCATIOP
OWNER
ADDRESS
PHONE #
PLUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (`_}
FINISHED: FLOOR
ELEVATION REQUIREMENTS (�)
ARCHITECTURAL APPROVAL
DATE:
SUBDIVISION:
PERMIT #
JOB
COST $
FEE $
STATE N O. CCS C `-` 6 �'-,3
FEE $
FEE $
FEE $
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLASS: 1�
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
CERTIFICATE OF OCCUPANCY
ISSUED # ____ G(� DATE:
FINAL DATE�17
EPI:
V�
r
"T"
-4
4,
�r"- I,q, t. 6 ik I tit
�11) A ,
Ville I I 1 0 11' im �!O �,7,
Z�il IN,11
7
?
7
-o
S
V.
v�
4 'G&N,
S
�MVI
A
�W A,
SW . I I I . 11 . I I . , I " � 9 � 1, , 4 - . . . , I , r "' , li 1 11 9 9 11 1 1 . _ '.., .....
t
:EL0t00N$`',j
A
0
J,
1A
7 t�
Total Area
sq.Fi. 2.258 Adres
PROJECT D
PP9P.1Q5EP W, -A I !-Q:
_Tr
T
15TINO:
NT
CO 16.43 .-
A. 6,144 5
I N 9�11,din?, Cove q.Ft.
Pi i,§ OP�,U rage I
60, �,LL 51�
34, 16 32,719 Sq.Ft.
I ;u Othor rinpervious
_tF., 4 .4,
Green Areas 49
OM 4
�.E Q: M,UL0H'13,0TT
A34 Sq.Ft.
. RS'
U TOP ELETY'i 47 0
X -
7
N %:4,Q,Q
RA N 4
PR 00$1�0: (Totals)
23,450 Sq.Ft.
I AGE F401W. 4
X
49 �?l
Sq;FL 4
4 1441
7:225 Sq.Ft.
? Other mpervious
4 - etention Areas
Green Areas 27,1691 SqjFt.
�A
'�'L 0,
_4 45 MI,
'DRINA0E'QQU y -,_f:
NOAR, t7
'6000
1, It
4 4
�2 4 '1 #0j;
Tax pqrco -0010
Oil,
k`
4
4
N
C4
n.t' 9,
>
Project Zoning: OC -2
77
-Cc
'A 1;014
'7
W_ E �LIEV9.
4'' '44
4
-77
7- --
Parkin Requ!red,
First. 4,000 5
0
RRUXNIJQNI��,�YQWM E'��J ED r,
V.Ft. 4
�7,
'A
Ui E:� 6'1
ID 'Er,""", 5 QN,�;W
2�5 Project Land Vso� Proposed Office/Storcige EJ
R' I DA
FL AV
ROY) D E Q` 'TO
3� 944 .0 Spaces' Total, 8,3p
Next :r
6q,Ft.
0 PAY,
44. 10
f3)
J
N6w Parking P Qyidod: 5 .$p
g n 6
X
�.J
1) X
I Id" Water ProvId.0r: Ulty, of Sonfor� utilives
77 N
(n 0
C CU
�Ity of Sanford Litlittles
U) N
777 V , I I I - -1. �` �"',Z f , v, , 't I , , , -
1-1 - . I.-, - - , -, , I "it"qJ i ,, 1� ... �- �',J_Il I - l t. I P N, VFW sewer, Provider
CL
�,J p
7. SILO, ID _L1 -6 0
Soils,.
Land. 0rw12
5. #34, Lit
2 (1)
4 7
PAY, 777777
4" 4'0
F
W.&I r Flood PI Not Appr� 9 fq Prqj4 L
.2
100 �Pq
51
OR/
#n
Joed Wjrlr� b6''?eSocln 5-1!,
W 0, X;
M 0 eq I
it "T, i,;;
�onstructioin, I
W
T, 45 1 <
q4i;;orhrnentd minimyrin
it grate, bi,7-06hyal 410ft, qt 60
4or ebrl.
C1,09,91R4 idle a
U W
Vr,
1XINI I KVU rernovO clippings a
DR4 'and
A
p1l
iP
10., W�. W. Af 2
(D -a
v N
OW E
T
7 7.. 71 �k
08�1 44 ner: Anigoto a Pieripa, Rool,i q) --E c o- W
Y ) Bri�tol P�rk, Pf.
4 � ", 1 1, � "'. -;,
4
AR
46
Z 1-1 W
333 -2177
Mi6ry,., FL 327
jr'JII�'� �41, -`WATER'J�.B C ION 4
FT Q7 IL
_LEI� E
7,
'2
AV Fie
WATW
J_ , I � I V��
V PA.',
M
Tinfri
1:111,7 f-71
(904) 738-7475
r
0
>
1) Q E
an 644-253,6
r
r
r Wintei' Park, FL 32792
f-rr ; I ltll,k*��;_, , , :� Q
qZA
iili-t; "J, T it'i,
N Engineering and, Plam 'fig Depax�ftnemi 626 5, Lakernont Ave,
istiriguished Do5ign E :E
W (1) p (n 'P
ti"
pe�Wnd, FL 327,20
T 0 E
Ave. #194
4 if
L 1, 771 Q- Ilk
�A
, " � 41"P*,; � JK.
ii1_0
W-11.11�'Y'� 01& W(0106T
lEdgi Or; Allen WA. Qq�yis; P.E.
.3
ngineorir%
Architect: Q
F 7, V
*W
AofPSh
DU
T
17 Approval subject to: ndar� Odd t9po 10ormution taken fi
Approved by:
(407
Ap
ti7 9� t
V,
Da
TR"C
2
Annerican SurVeIng Map ing,
0 All CofWuction MUST rnw all current City Of Swiflord (:odes, L d Dev I pl C:
If
AR
t: 8ou
an e 0 nen and 74
t
07 539-22
A",
(Aher codts as they apply.
Vi 40 2. Cvntractor is Requhtd to obtain wit, furdritain all ptulits y%
Orlando, FL 32804 0
t Regulution
(4
FDEPFD0T,ACoz) as appiicable.
on site (eily, County, SJRWMD,
C: - -,, 1� E 6 (D " Q, U- -
il) AU LQK$ 75
Wi,
C)
FTPM CL F_
P" prior to owipwltq. V)
Contractor MUSIT W-1 I City of Sailrold 1juiTdin,, L),e Arlmelit (330-5656) for tintd Inspection.
g
V 9
Jq
4.
Call Sunshine 1-800-432-4770 for u lity lom,-s prior to comirliction. It
5. Building pcinnit is mquirW for any above -mound structures which shall include
X/
'A T 7K
n TO EKY 48,5
J
o
A
'r screen walls or enclosums. any development
P buffL
V j4 6. Site development plan approval shall bec nl� 'tied w
4-
t! invalid unle&s a 6 ilding permit is obtat
F twelve (12) months of issu vi 4 L6
afte.
I - �q -41
accordance with the MANUAL ON
7, Triffic intatuption shall
0 r
-SEASQ,
17 oil
jy� 00" 0INT-M I
40 W
E W i'EL�V
-4- 1 le to ells �ng 14 days prior to any strctt or Wli-.closu
C
ON 4
5 ti,
0,`t�"41'4 L � k "1'. -111--1 1
ITA0 v, , �: " "' " io,�� i -i
10",' LOW( 55 �,048 Cu,F
4�6 1, Ir
14L,
'k Um W/ 't im
QHT
�q � �, W. VA :19 'THE lane-closu
TfA
dAT E ii Tf*,. RU Stan s. Mur phM tQ11
. J L UNIF014M I'RAFFIC COt'IT
be ke t at a minimum and I'
X,
r :2
M A W"Sm RO S. d FDOT Roadway and,rrame Design
DEVICES, R,
"relmllts and the t-luridal*rench SAfetY Act.
-ir 0 W .91, � , 0 ,
0
M
9
L
V
3,000 CQ cRm
iV:
W/CONTRO� JOR
T;
A
% A NIMQM
4T M� RY 400 $QX
t;", N ,z
Kitt (USE v 00 Ow ETE,VIT IN R/W)
7"T
it
A96 Avg A,
3e COMPAQ -TED- "t,,,
''T 0,
4 T1 0_ N
.41
d 7 ;'n, -
o",
Q BX,
K
T E,1
W, �P.9�7a D �R
MW j% P$I,t
AIR
F EA IG P
bl 4 LORIQA'
'g,
-Y
1�, W,
?
STAEKIZE,
0",
114"�i",��Ilil-l��ll,�",,���v j,
Pf
4,
A
�J
it", ta 7 �1, 1.
V
W
'kkrl 749
U
41 G-,�, H ` T N�T
4 7i
-;5
30P SE
7
A,
-N -1
N.. % r VJ WIN
4167
�WF
J,
ERO$1.0N,.,-AND SE
My
z
-.J
MI'M
�DIVENT
N
COMM NOTES
RP -M4,:"T
�' , M"MM VtA k
NTION
717
Sediment be$14s and trq% peritriq er er 0e0prev,
t 0",n any Iari&_
itilended ',10. ttop si� -ConStruct
diMerit Shall be,
nc 0 40
i< t di.ke�;, se�Oimenk' frierv0d Oth
F
IQ
A
NIE 48 HOURS BEFOR ti ity; drid 0911:b
T-
AE e m up4jdp# land distvbdA
E YOU D �'de fu f (e
�YA"#'
"47
AU
CALL SUNSHINE
d -to meet Jjqld coridW96s; at the -
IT .47
y
T
lip
IT'S THE LAW IN FLORIDA
sedi(y�drit barriers shall be
exilting surface materlal�on balance' Of
urbame of
.800-432-4770 pstructl9b and bo, constructed..pirl di
or dist
t7- 'ietliment or trq�h,((Orn fIq,.wiqiq or, floating 960'0' env
x.. ;-.1-0 - 11 � �. . . I - -
A
P
-6
'7;
3
A -7,
I NVE RT
NVER"
...... if pro
V _ , I I . I 1 11,
be, 60
7
4, 01
E� 4 F�Y, 4q,0" r constructed to prev.�M
V
K
Wiment control in osves ro to 00 odjuste
site. Peirirnofer'
�J
EV. 44.1 Poemorient or tempi
:4 77�7,- Ary soil al4brilatiOn pried to dentided areas
43 (3 g 0 06Y portion of the,,, sjlto�
-stgbillzb d
TWporgry sol tiort shall be� 600110 'within s6veq.A0Y4 (0�
1 7
X
after fjqQJ, grade Jjr:tedc'h1n
L withi n seven days
"k
4er (46
be at, final grode bp(will
to, be left
days. Pqmqnent
tfor rom than
'43Q undiskvrbed one Aar,
�J
4.) A pe e all tablished �,on do*e
4.
F-LEV. 42.3
6ritly tabilized. Permanent V0009n shall not 4 cQ I
FJFVI.'AA ?PjAion: of tM Oevie 'er, is uhjfdrin,
ground covet is achieved (hall, in thet W
p6l, "I
IER'
I P�
p[Pit JNVF_RT d areos, not:otho(W180
P defed e0o�J�Ohe
W, 't E -,K
that may not
777 stabilization shall be appred to qreup that are
V
6 tilt an
it erosion.
"in; m6wre enough to survive and will Wir�
5) Surfoce runoff firom disturbed areas 11hot Is comprised of, flow from drainage pl� A:t
V.
F I o' sediment
.7 F
"IR - I V areas greater than oT., equal to, three acres shall 40 controlled by
FXIST1NGA
I VPE "c')
_F Pq
d TY,
basin. The sediment basin sh6ilk be designed and c nstrii*d to *o,
%
rom the lond-distwbing activity. Tho`otit(oll' Ml
V JNG
q. lowing 0)(04gh the
ON' design shall take into OcCOU6tl the toW drginalk are
system
-MEET WSI",'�
8LO
WIT
JIN 'Eav""460" ,
FLOW t nWpQt#d sediment loading I
�TREE_T U�
be i A,
ptod Iot
6,) After any significant rainfall, Sediment control otrqr
201 X d6rrected Omlodigtely,
y damaged qeviqs,�. shall be
%
Integrity. An
"U,7�� 4- L 4isturb.ed gre0jo be served by the, basin,
V, &74
withi
7.) Concentrated r4noff sh( Ot flow down 0 Qpe��
X� r �'If,
cb` ineli Ume 6r, slope, Oain,:Ottwot(irc
-7 7' 7
� F
T
T
ate' lempo(ory or pwm', n
on odeqd or
8.) Whenever water, seeps.frorn q. slope' -face, odeqq6te dirai e,,:Ot other pro ec lon
_W (APPEG PARKING519N -nqg
id d
A
F0,QT, INPE� 117 )EX, IN -4
�4 ion 5hqW
31;
rh
-den wdtor�'odnhot entef;- tho, 004ya ce, sjotd
chanW. All storm soer inlet! that qrj- made operable during goristrqk
-to
R
Qnyayqqqq* q gnn
A h mode
'AL MARK `cA
�J be prqkted'�o thq( sqdirrietit
;, , .1�', " " - , t i�, � ll� '_ , " M-Ak SLOPE�
51 r -
ML4`
storro, drain oy.�wik'djo
T"t F W
14.
1) ".4
7
qWl be prov ng any or
9.1), Sediment W1 66 pioveAted fro�l enterl
AhoutJirit b�linq filte(ed or olhe660 tro4d"tq remciVO t
Eg�.g JWV MS�
p
J" 8efore' tempq�i;
r newly cqh0tNotdd:s(ormWgt,0r c
"We outlet prqt��tipq q tempororl ar' er eo
n n
and
qhoO,01, and
----------
V,
ET�
I, I" t
� P - I li ing shall - be, i stolled in both the copveyq
15
-N onol� adeq nd any, r0q0ed,
'A
t,9 qqmW 2 APW,
-t. I I i .0134,11R F
�,4
'n, I
777�7,
,'
*oik'Jq.'q Nq wditeroUrse is P�rfofoOdi rocQi0 -.4hq
4
!41 U C -T I Q N A '�Z Q N,
NS REVIEWED,,
t6' "jireatest'- oxtiht", 0 1' d
V,#yy;�,
-,J�� 41"
Illy, X111 'ed - lo'?, tk
j: , ii "
'P': "k�', *L
ent,, Pon 4 t
ti 'I -, -, "I "" , J,.
4c*0 �i4, i&A
A tF
v
liv
PLA
4
LQM.'QQQ ALLOW,,'.
cpvur, (no eng;
'A 'IM X, N .1 Bt, -9 FOR JKE�lV_X,
J"'F SANFORD strqctqr�s
61)(� 9 LIM R, :1; #
CITY noneronte
A ,
b 4obilized :16m60i0k01J- Viet 0,19:
OF IK PARKING -STALL
.12.) The bed arid,'66nka of q, w' tercoli,irse shall
y
-,17,492, 17,444
Witti(H
in the wotere
J ,`,�Y_A
of all,. 460,M t
Wte§ mv
MVI(5 _P EOMIN -�WHW� APJ Pedo4ii; iri4p�q t
W"y Xk*,
�PMW P�'Q.N AT�P *on and-, maint�dqnc
to, ensure tritind4iL-pp�ise is oc� 1ho,"Oe j6pe�, 'd
SUFIX1, DYII'�3W� -qb
�� e , , TO A GREEN AW
g
IV
/or- c
Al 9m 0
07
t control mdasQr0' 4hqlJ,be jP'.wq o
at the 'enj
pro
Q,ny, S
eh
A'A
-Wqlanq Gay.
Whe Q co"natruption vehiqlo. =064 :rQ,4w,,iqteraei;t pMd, rooO;
W
% miniq
�Orfa�o wl
\7 ,tq
v40 -ort o n- 4n t
ojpvi 4hall be mkide to qqt
(A- T4yP
59,
op f 00
j4
the 0640d �;,q 0,01bliq road
66d- eqch,d6y
Y y
U-
" - �'p .' i �
F
N,
T
'Y� ��S' "i,J
TX,'�',OF s
I V`,�� 0 ove,. rQ e
all Weil
FQ� STA
r se
'afte
At'
U5 AM,,
P d
iiS,
Ibis pro�islon shall 5libdiviaton fats 9s
'4�
A D, RANDARD
.,1C PPE 5
i:Rsturbi tivities,
nq aq
Or BE IMFFIQ,�RATE5ti*`,INST OJK-A�C�07�. Ti TAROARDS 4,
or 6
bir
LET% thq te A
BLUEt 5-11IRK AR days tgt final 54e sto n mPQr rX,Meq4kA1PA`:qre no, 0 ger
�A NO erQ
T�_ MAR
ston oad sodiftot car
0 Ili., k,A P
k
'soil
4 injon of: the Reviewer. Oi*f4o
_ERA NUWI
, L, _q
�y ":;I -�r , . , , "T.,I; , I " t
*V� C of
10AKE:YTTH 0 Arp) mtq,6pures� qbqlI bo; rim
�W w
_YEMENT:L _,K 161 te
LIT ront:
ri I A\A`
permo , ef tly stab U 44 to '0
TIQ tALl,1�,5TQ9_$G WTAQ0S. I �,5T 37 i�� 12,
the Jtspoqi(i64! Of: WOMY meQitli�a'
m
slimgL- .'Of ON �pMNEL POTS
4
AL
fl.Q. ITT CO "T ROL' NOS` $04 _R*
0 1;, need60,,iii
N , JW -7. _;fL'QW, W ML STEEL ALY
NT N.,
QNP BE
�Z P�LL�T�" IV
0�
17.) Or erways doWnslrgorn feorq wristructlopI sit0o' shall bo,
16, Aw
'J, IQ. I
RES' Tn 'OR (C
from sediment dep6iiitidn and erosion. �HU
(ire � p cappric i
,Q qoq� �00040C
ftf) f U Q J
r.F",A, ,4r, _OT �K �,A
01T�, 9, �R,, .1, , - V, 4AT
cgE 1 NW F1 RIP
,:&
P `::aQ0K li7 shoW be 69
C, R E C9 R D
0TV
RDE
-9 'U10:PARK -A
F �3," Rl�
M opertiO�'and w4f
RO NO,AL MIAWF9,51
WINWi"M "ATM further er6tloq. and sedlowntg0h
�A FE
'AN6;t;4 TH
W R.V
F, I E W"', . "i W N. 9 19
1"AT d'i
_U
PA U i shaW foilow the �eqqirements� in' I
A I d
C,
4011 102, and'.104 f dwoy and 06190 Stand rds.
"OT Roo
qU
�_I�J:�,JN Q 1�,� v
0
It
A
%
it t, T,
71: �q
77
lip"
VIP
W",
tl
Low --l-, --I,-
t,� t
'4" 1
V
J�
7,%: 'T7
eiV �I,
V:
I . , - 1; 1 . IV, . . ., —1 i I — - I , , , .1 11 -.11 11 , I.- 1 1-11 � - - , I - 1- 1 - . 1 1 1 . � I I — I I � , '�t �- w
�7
SEE
-AR
sat 77", 77 -'F LL:,41
MPY: - r
ROUGH GLOC,09; MAI 5HAU BE ltsEr) Aww�i lort oF
AREA F OR 104JIV Bi<)�KS AS REQkJ!V10.
PLIJQ
TiIiJR1.15y 9LQf.i<S �HAIIL Ot, 1,151�U-N �'OIJUIN,MQN, AS RE'(JUIRED
it) sull, Pit:
TF
rF �—W/ 5. ALL WQI-IV 8UXKIRI� ;rIALL FE, PN�S5`JRE TACATE�, YVIM
mi�RVAT% tr rO(WS Ah� 10 RFMAN 04 PIACC.
c iii
1� Of THE YA�Imuth GENSW(;,%S�P0 r'.
Or"r 01
ME 19F
j
PEN "o 4"! ?1 g,r nr� PIPE,
EH$lt,( 45�,FCR ''A0,11`0
qE p j e
QW,F],L' Hq ACIEP 10-159 0 -77
V)MM 4 -I;C� , �,s AAS1470 r,!eo.
F, rfl�, o4imtw,-,66�ply,
loop ps� X`C I IN -tit, T M;i4
to m,. or Tile v
A0M.F-180, IWAOU P;SJ., VALL:�� 1pco, �AAQ ': -
RiPfIx4t �C�bR-QANU WIT Tyf
't 00- FLOWAYU FILII�' 75�190 -WM, Axillmll I PAVED AhEA5,ARF Zd,
hr st otl
Weyf rogmqKr TILL �ORl QF�Qlfj'j rEE W/
(j1tU,P`h*Q I I � 5 A I r - � ", . i I'll ,, ,,, " , I, I r �k f I); tt)'F OF PIPE TO OWSILIE (if Pilita
�EpQftjQ Atip TPCWHJXO�Dt,Aj�. MAy'aEL'8kQjJRCf)` AS�. RECtEQ R'f.1 Y.'IE. CIfy, .141 :, '-," , -
Ep''
Liu, oi, rfpk A I r IN fHfi MID A� UIRECILD Off r I HE 01 Y.
ukoomo u w
�14,JOR P HUT ` P -C
7-7 -
7
(�)i 10AX,408 RIPX VIAMErEA1 LE's�' Wil- 2A,; 24, f)Fr.� -T (4S Rro?D)
A'� MAX, yQR +IpEr
14, ROER. TI E f4th �YM Q1131ANCE 514A,�L: �OI) 4 OtAM4Tt LE514t tt- MAA 01AU00 24" AfjQ ENOS t5 NOT ATTAINAKE UQMC
jrj. r u rlu, �nh A roticfl�.Jr oi UNDISTUI ED
akv, wie. (,I, I Ile PIpe1j, tur,
DIX4,610 .? � I , r ' ;,� �L t� � L, " �,` " 11" - -L I I I , I ) ry P
�'DU. f)f*
klj�R� 'fHE Of THE P; 9, 'p, 9" - IRON'� V10 f. M411 BE VUL) top A
�kI, T)1E,QIJTSIPC WMACTErf UfIT4 �pj PE, 9 fA� 24". ANa 44' FOR.PIP?.
WrAlIQU3 `JFIA"' K )NOW I
5 WAMR ZHA'LL P6Mf7,0 �E TR. NCi 0 mkG ec �Ilp
'ED UNr L 5011, (ryp.)
TeR vg.� Nor U� i ouki'm; ("ON-4TRUCT10c
isi ou am L FAOi� o' SIKA9 019,1,1 QF,', f1A Ef F LOW, tit' �IV41i V� 4'INWUM r,'(CAPANd 13
I rHE
ALL- I'Ip� 1"F 1"YAIt iA.0 fb THE OkUYIOM Of 1H "a
ulfrIAOLE Ar
a. Ne)r At
T AF 16"if 'iRQI64i 1APE,(Y A�f, kG IN o nFETI TO nc'TtoN; 42,� 'INC, IN UCAVATIQN;V ifi(*,14 YCRMCA�
0., ALL PIPE 0 �Er!(4314LEQ * YrTH M1 FA&Mr U?ZMEAM
OR 5HtfErto ANU ORM, N
i!tHAIL 6T', 1)it MAJ04M r'
QV�ft011j �,803�)NO� -04 O'K F1 II. LOOM 01`� 0I.VIL& I Q UA I�1-
�HACL COMPLY 'WIM',51AT6 ort(ORIDAL TRENCH,13AFElf AQI; r4()S$jNrj r
C110,00,14'r, ME polor.,of SPECIAL
PeA5 SJ�AQ.,,VF IN, CO4PLIkMqE Wlfo. A�LL
U E
*4 A Q tR Mew
3
VT)LITY, " k,0141**,�Aj"?�- g QIAK(-
. &
SVNM. I " upoozIr TYPE vqw)NG IF 46mRED Dy 'Ifyl
'd. I' RAVI ry U CLUINQ UPTIt �!HAU�
IRM I AND 6" M MU14 MR PPE�UhtjMM M'
pE V �41PWMIJM Fil PIPL. 4141Eii"J., )NI
ANU LAW
PeR,
I .
wryi, F q i A qAT
1 1. 11 1 . I � I . . 1 1, , . I
I - . I - I . . I , 1, 1, . V . '' I -
I �. , , I I . . I
., �� :, �, 1, r 0. .1 , .1
I . 1 1, 1, 1 1
1 1. ,
W.Ai 5'R 453 f,�Rdviiv (30 (:qME IN C401TACr WIIH
�4)�Akt,�OVA SANOARY� OA 6TOP WAUR ONWXF OP
I, e1KRAL
Ti OLO, K
77=7,,
VERN ak. 'K UjII,��
01-prW FOR QiM04L OF' Ui, JIN� A�(,
F!'r --t
U1,
AREA SO. 0.)
ROUGH GLOC,09; MAI 5HAU BE ltsEr) Aww�i lort oF
AREA F OR 104JIV Bi<)�KS AS REQkJ!V10.
PLIJQ
TiIiJR1.15y 9LQf.i<S �HAIIL Ot, 1,151�U-N �'OIJUIN,MQN, AS RE'(JUIRED
it) sull, Pit:
TF
rF �—W/ 5. ALL WQI-IV 8UXKIRI� ;rIALL FE, PN�S5`JRE TACATE�, YVIM
mi�RVAT% tr rO(WS Ah� 10 RFMAN 04 PIACC.
c iii
1� Of THE YA�Imuth GENSW(;,%S�P0 r'.
Or"r 01
ME 19F
j
PEN "o 4"! ?1 g,r nr� PIPE,
EH$lt,( 45�,FCR ''A0,11`0
qE p j e
QW,F],L' Hq ACIEP 10-159 0 -77
V)MM 4 -I;C� , �,s AAS1470 r,!eo.
F, rfl�, o4imtw,-,66�ply,
loop ps� X`C I IN -tit, T M;i4
to m,. or Tile v
A0M.F-180, IWAOU P;SJ., VALL:�� 1pco, �AAQ ': -
RiPfIx4t �C�bR-QANU WIT Tyf
't 00- FLOWAYU FILII�' 75�190 -WM, Axillmll I PAVED AhEA5,ARF Zd,
hr st otl
Weyf rogmqKr TILL �ORl QF�Qlfj'j rEE W/
(j1tU,P`h*Q I I � 5 A I r - � ", . i I'll ,, ,,, " , I, I r �k f I); tt)'F OF PIPE TO OWSILIE (if Pilita
�EpQftjQ Atip TPCWHJXO�Dt,Aj�. MAy'aEL'8kQjJRCf)` AS�. RECtEQ R'f.1 Y.'IE. CIfy, .141 :, '-," , -
Ep''
Liu, oi, rfpk A I r IN fHfi MID A� UIRECILD Off r I HE 01 Y.
ukoomo u w
�14,JOR P HUT ` P -C
7-7 -
7
(�)i 10AX,408 RIPX VIAMErEA1 LE's�' Wil- 2A,; 24, f)Fr.� -T (4S Rro?D)
A'� MAX, yQR +IpEr
14, ROER. TI E f4th �YM Q1131ANCE 514A,�L: �OI) 4 OtAM4Tt LE514t tt- MAA 01AU00 24" AfjQ ENOS t5 NOT ATTAINAKE UQMC
jrj. r u rlu, �nh A roticfl�.Jr oi UNDISTUI ED
akv, wie. (,I, I Ile PIpe1j, tur,
DIX4,610 .? � I , r ' ;,� �L t� � L, " �,` " 11" - -L I I I , I ) ry P
�'DU. f)f*
klj�R� 'fHE Of THE P; 9, 'p, 9" - IRON'� V10 f. M411 BE VUL) top A
�kI, T)1E,QIJTSIPC WMACTErf UfIT4 �pj PE, 9 fA� 24". ANa 44' FOR.PIP?.
WrAlIQU3 `JFIA"' K )NOW I
5 WAMR ZHA'LL P6Mf7,0 �E TR. NCi 0 mkG ec �Ilp
'ED UNr L 5011, (ryp.)
TeR vg.� Nor U� i ouki'm; ("ON-4TRUCT10c
isi ou am L FAOi� o' SIKA9 019,1,1 QF,', f1A Ef F LOW, tit' �IV41i V� 4'INWUM r,'(CAPANd 13
I rHE
ALL- I'Ip� 1"F 1"YAIt iA.0 fb THE OkUYIOM Of 1H "a
ulfrIAOLE Ar
a. Ne)r At
T AF 16"if 'iRQI64i 1APE,(Y A�f, kG IN o nFETI TO nc'TtoN; 42,� 'INC, IN UCAVATIQN;V ifi(*,14 YCRMCA�
0., ALL PIPE 0 �Er!(4314LEQ * YrTH M1 FA&Mr U?ZMEAM
OR 5HtfErto ANU ORM, N
i!tHAIL 6T', 1)it MAJ04M r'
QV�ft011j �,803�)NO� -04 O'K F1 II. LOOM 01`� 0I.VIL& I Q UA I�1-
�HACL COMPLY 'WIM',51AT6 ort(ORIDAL TRENCH,13AFElf AQI; r4()S$jNrj r
C110,00,14'r, ME polor.,of SPECIAL
PeA5 SJ�AQ.,,VF IN, CO4PLIkMqE Wlfo. A�LL
mtjc P.ppts wic
1) 3IJALI, APP�AR ON 5 519111 5) ur-!EmNu must OE
Of W PiPF AW) RUM T4 OtIflkr, 04PlIMIATE0 IWO rf-l� PVC (IT
L"'Wil OF I Ht IIIPC CAN P461 BE �iIQ4rlLCU ONTO [HE
'iUtti'ACE W' (HE PIPF�).
2.) -x;TtkiNc, "HAU ii?, A MINIMUM* Qp
Sl!$ INC'R IN Hi1wr Atig OPEAR 4� 11�1111 OR
Clic OR 4QU IMEII Evaly 1.� I
(NQ,Ht� AllIONIC; 649, LEPICT8 Of TH15
Pipc
VC R
a
(YPICAL M,�W- P&k
2;0' 4" PIPE rApf. ;s �ENm�l) AI�J461'jolxlwx OF Pi
A
6; pipi L NQ Bill '110U, Or
iii� TOP -04 �,PJPE.
7—
�op
AND LAPiMR PIPC TAPE 13 P�AC90 Q4 UOT)j SWU OF f19P ^LF Of, pw
�,00,51`RiP Ala)NU 70,� HALVIX PoK. —A
It ---- I UleciFig
PER pip?
OUPPLE -We littH WHITE OR OTHER CON1RA5ftt4f;.PE8MANEMTLY
jjjpRf.r,NArED �t1t)tp;,kIG SHALL Or LISED, 1HF TAPE SHALI� RUH
rAOq idlisir I,) j -)mf AtU40 THE LEMOTICOt' Tile PIPE.
QQ-1 t6og
PIP
e IDENTIFICAT10i
crry OF SANFORD- MAY 1997 FIG. I OP
TAP
PIPE,' E)rtitR
AURF-00;, tqp�. AIOVV THCTtPE AT 'i, AMIMUI14.', P T'A
Q
(9 94, Wit V,�Ijsp 4,1114
Fop
0 t 1A
-)Ys
R�AS AP,0�0 EU 0,f Mt6 d I It 501AU aE f�QIIOTI CO rP A
J- �10.46VW( Sii�i�
WA I ',R
WIF
pN
of 'T" Top �tA� �qf, PLANS REVIEWED
:,T fJ4 V'ITH Q�k� '4WkRIN0. A, q9t, R,, BcAr*, tbTtftiN�,
CENIER D, ALWIP,'
4� jiALFr',0; jr cot
7777�� 0 tLgfleR,114 I , rA1J1IQNi-WATEa LWIE �AQTO;:ISCOYER, une BF
e
CITY OF SANFORD
*44: olm Lai Er�AIMQ WATER �EAER Fd�C�� MARI ,
ViC it
ji" J5 "�E
A I
Qu,2�,
QLQF;Fv� �t Witt
' ' p i`gett�jr
pufA W ILI :-A� , � V,, FOR,
J)'401K
",a, Ile 11 C194,40. 40W: AhQk�kMED WATER 0.� LEITERI �oi.' "CAU fl,09 �59�VgA rppicV,
"AM f) Ipj, 'QYjjSjjL� MD, "YALY9., 5) (s, &'�IIIEI�L 0
'0� j�Jj�� EfjqqjC�jq ANo,,.ApItR Y'V 0 _ (HE Cgy,
F �V-151 'At 4i *1?45ii-'�
-QR
,r , - , "V
I MAIK! Vg'pr A,
IM III,,`
ay.1 fg,'0099 R-AfloAPPROM 0" C1 fiy R OR' 9
.1,7
105TAI It ELOPy. JNyJo -OJ14IIeb '�RA�g
Rj%
AUM ALI,
8F. ANif -4.
-QUKU 4
HE fr
-yi", A
e?J tLY A
'4"
L 6 AQEQi AMX,� !O�IkTeA�
VS Eo YAP
M 9
IT, To
+-40AJAj0- MA1145'.% I Odlp� A �1
-`(Atel rlol� 4Q
YW,
JJJF
jk4p lo, To' I q
X, ix
i,
c N�,
�V
TV';� W IArertavii
'j, %
.9 01, X 41 R
OUU�E �w 9
0:
7'
3L,�
PUT' 9F`,' M,,'NF, R
ft�QFI��;SAN D'
0
m y
F�
7
7", 77L 7
7
7, 7,�
4
T T.M V�
77
V
a
Tl�
4 1
Y,
J �,l
7�
w
7�
if
VII'I
jj
4
I
R01JWI0,N%' OP A[VO fACC C.Jtj jjj(p, �16F�WAf
-QF VJA
ROVIREMEN R113', 1, t UP1,1ZATION-REOULATIOMS.
. &
SVNM. I " upoozIr TYPE vqw)NG IF 46mRED Dy 'Ifyl
'd. I' RAVI ry U CLUINQ UPTIt �!HAU�
IRM I AND 6" M MU14 MR PPE�UhtjMM M'
pE V �41PWMIJM Fil PIPL. 4141Eii"J., )NI
ANU LAW
PeR,
I .
.
1 1. 11 1 . I � I . . 1 1, , . I
I - . I - I . . I , 1, 1, . V . '' I -
I �. , , I I . . I
., �� :, �, 1, r 0. .1 , .1
I . 1 1, 1, 1 1
1 1. ,
W.Ai 5'R 453 f,�Rdviiv (30 (:qME IN C401TACr WIIH
�4)�Akt,�OVA SANOARY� OA 6TOP WAUR ONWXF OP
I -
THRUSr-L
4
Ti OLO, K
VERN ak. 'K UjII,��
01-prW FOR QiM04L OF' Ui, JIN� A�(,
F!'r --t
U1,
AREA SO. 0.)
Wl�ipE; THE city SHAU,� WgRMINE� (IT THE PIF if R�MQVNL F UU$�AjXQL9: iIiATEWAL IS
110 REACH A �V,TAVILI�,
8QK.',,AN6�'�4 M�T
t H R 01 Q
IdBIL$ L -QUA
BEI)ON AND op N QQT DETA
UJUG ND-dP'Ek-DETAIL
UP A �9 'A
j
C )F
11'Y S AN R) R U MAY 19 9 7 FIG. I
F 02
�"5
(11 Y 5-�NFORD
MAY
F1 f 0
C TY OF S N
A,,�F,
MAY, V
F 'to
777777
�R
q k
%
mtjc P.ppts wic
1) 3IJALI, APP�AR ON 5 519111 5) ur-!EmNu must OE
Of W PiPF AW) RUM T4 OtIflkr, 04PlIMIATE0 IWO rf-l� PVC (IT
L"'Wil OF I Ht IIIPC CAN P461 BE �iIQ4rlLCU ONTO [HE
'iUtti'ACE W' (HE PIPF�).
2.) -x;TtkiNc, "HAU ii?, A MINIMUM* Qp
Sl!$ INC'R IN Hi1wr Atig OPEAR 4� 11�1111 OR
Clic OR 4QU IMEII Evaly 1.� I
(NQ,Ht� AllIONIC; 649, LEPICT8 Of TH15
Pipc
VC R
a
(YPICAL M,�W- P&k
2;0' 4" PIPE rApf. ;s �ENm�l) AI�J461'jolxlwx OF Pi
A
6; pipi L NQ Bill '110U, Or
iii� TOP -04 �,PJPE.
7—
�op
AND LAPiMR PIPC TAPE 13 P�AC90 Q4 UOT)j SWU OF f19P ^LF Of, pw
�,00,51`RiP Ala)NU 70,� HALVIX PoK. —A
It ---- I UleciFig
PER pip?
OUPPLE -We littH WHITE OR OTHER CON1RA5ftt4f;.PE8MANEMTLY
jjjpRf.r,NArED �t1t)tp;,kIG SHALL Or LISED, 1HF TAPE SHALI� RUH
rAOq idlisir I,) j -)mf AtU40 THE LEMOTICOt' Tile PIPE.
QQ-1 t6og
PIP
e IDENTIFICAT10i
crry OF SANFORD- MAY 1997 FIG. I OP
TAP
PIPE,' E)rtitR
AURF-00;, tqp�. AIOVV THCTtPE AT 'i, AMIMUI14.', P T'A
Q
(9 94, Wit V,�Ijsp 4,1114
Fop
0 t 1A
-)Ys
R�AS AP,0�0 EU 0,f Mt6 d I It 501AU aE f�QIIOTI CO rP A
J- �10.46VW( Sii�i�
WA I ',R
WIF
pN
of 'T" Top �tA� �qf, PLANS REVIEWED
:,T fJ4 V'ITH Q�k� '4WkRIN0. A, q9t, R,, BcAr*, tbTtftiN�,
CENIER D, ALWIP,'
4� jiALFr',0; jr cot
7777�� 0 tLgfleR,114 I , rA1J1IQNi-WATEa LWIE �AQTO;:ISCOYER, une BF
e
CITY OF SANFORD
*44: olm Lai Er�AIMQ WATER �EAER Fd�C�� MARI ,
ViC it
ji" J5 "�E
A I
Qu,2�,
QLQF;Fv� �t Witt
' ' p i`gett�jr
pufA W ILI :-A� , � V,, FOR,
J)'401K
",a, Ile 11 C194,40. 40W: AhQk�kMED WATER 0.� LEITERI �oi.' "CAU fl,09 �59�VgA rppicV,
"AM f) Ipj, 'QYjjSjjL� MD, "YALY9., 5) (s, &'�IIIEI�L 0
'0� j�Jj�� EfjqqjC�jq ANo,,.ApItR Y'V 0 _ (HE Cgy,
F �V-151 'At 4i *1?45ii-'�
-QR
,r , - , "V
I MAIK! Vg'pr A,
IM III,,`
ay.1 fg,'0099 R-AfloAPPROM 0" C1 fiy R OR' 9
.1,7
105TAI It ELOPy. JNyJo -OJ14IIeb '�RA�g
Rj%
AUM ALI,
8F. ANif -4.
-QUKU 4
HE fr
-yi", A
e?J tLY A
'4"
L 6 AQEQi AMX,� !O�IkTeA�
VS Eo YAP
M 9
IT, To
+-40AJAj0- MA1145'.% I Odlp� A �1
-`(Atel rlol� 4Q
YW,
JJJF
jk4p lo, To' I q
X, ix
i,
c N�,
�V
TV';� W IArertavii
'j, %
.9 01, X 41 R
OUU�E �w 9
0:
7'
3L,�
PUT' 9F`,' M,,'NF, R
ft�QFI��;SAN D'
0
m y
F�
7
7", 77L 7
7
7, 7,�
4
T T.M V�
77
V
a
Tl�
4 1
Y,
J �,l
7�
w
7�
if
VII'I
jj
4
I
j A' f It "'Ali I�TY� V X, t I V; v
7
NITARY'A'�,
71,
•.Y
SEWM.
SA
V nfV A i ]'A V k i I A'M ri, A kl� I i-1,
U
J
r ,, _,.
1 , r
V / 1
Ulb 1 1�1r1Lll llLS1G1 � 11L1ZLkiY KL�IJKVL 1 it 1'Y ZlG TREY b 11� (.U11 lU1V LA (, 1X1 Nll� A1Vll f 1 '1'0 r , , r , ,
, � V
.. )1 1 ll Yht11 � .l'J N 1
11k,K (,U1- (-r � V A U l U tS UY v V ,
k 1Z1 11 11 11 Lila NLE�1Vb � � v ! 1 k, L 1 ll u � c,r>.t lvc.►�,U 1 a1 i v v Ott VY 1 U�,V �-
1 / r �� 1/ /I 1 / 1
- i 1 llll°� 1 �1iV1I llL�1G1 b. 1k1L;,L lU1;A�, ULSIGIV�, �., .� 1 1 1 Y !� Al i 1',K 1 1 UKltil 11A � l K VUK .t1 �- .
„ 1 1 L 1.k1i�, Y 151; A;,� G V Lll
1 1 lU NY
,1 ,
,A
HIRU PARTY tiVI I U I I�
C AR i I E U 1 i I k� EXPRESS IYIZI I i Ll� PF.i�bIISSIUN FROM UIS i INGUiSI LD ...
I
-."5 PIArCONT To TIE BEAM - _
iw/ MIN_.no OVERLAP W w HOGiG - /' � r, WELDED WIRE F,45RIC S1-IALL CONFORM TO ASTM -185. WWFACCO
oc. (SEE Ft,00R �- I - = 13. ALL MASONRY WORK TO BE DONC, + 1 . , f<,�IGT RD% j C:E
AND FOUNDATION FLANS FOR LOCATION5) _ _:\, -- SHALL E3E LAPPEP AT LEAST 511 AND CONTAIN AT LEAST ONE UJITN AGI 530/95 AND AGI 530,1-95.
FiNI u V - ` 1, ALL CONCRETE SHALL HAVE A MINIMUM COMPRE551VE 5TRENG TH`" CROSS WIRE WITHIN THE 5",
6 PER SLE �� 14, DIMENSIONS SHOWN ON THE CON511 � ON DRAIUINCsS SHALL „"
OF 3,000 PSI AT 28 DAYS A SLUMP OF 4 PLUS OR MINUS 1 , 1, ALL CONCRETE WORK 5PAL.L E3E IN ACGORDANGE WITH "THE ",
DBL. 2:<12. WD. BEAM DBL. 2X42. UJD. BEAM AND HAVE o TAKE PRECEDENCE OVER ALL SCAM - �iMENSIC�I�IS,
�~ GEMENT RATIO/OF 10.5 NTR4INMENT, AND A MAXIMUM WATER TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
4" CONC. SLAB ACI 31S LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL
FINIa" FLOOR- "�- (250J0 P,sJ.)W/ CONCRETE FOR BUILDINGS, AGI 301." 15. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
f I 2. FOUNDATION DESIGN IS BASED ON AN ALLOWA5I3 E SOIL PRESSURE IN THE FIELD PRIOR TO THE START OF CONSTRUCTION
8" F.H.A HEADER — - 1 oxo Ifo/10 W.W.M.
_ - - - -- r OR FIBERMESH I • OF 2,500 PSF, 5. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR r
AND p MIL. VAPOR r• -- (4) Id 51MPSON"C52m AGTI IITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN `
�, REINFORCEMENT: 3 FOR CONCRETE CAST AGAINST THE EARTH
r -- rrrr �rrr--=rrr (—�- ( BARRIER STRAPS U1/ S-lod POST a STUCCO F1N15u oN CaALV. 3, ALL FOOTINGS SPALL E3E PLACED ON WELL COMPACTED SOIL, THE' PROJECT LIMITS of CONSTRUCTION DURING CONSTRUCTION
III�{II— a a -10d w BEAM (z MTL, PAPER -BK RIBBED LATH MINIMUM 95°ro AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE),
_ OF MODIFIED PROCTOR SOIL COMPACTION SHALL ACTIVITIES.
11
Ll 1= _ ll—i4l—Ii CLEAN COMPACTED FILL STRAPS EA. 51DE) BE VERIFIED BY A LICENSED C�EOTEGPNIGAL ENGINEER. - g5o 5TANDARD DENSITY q BEAM DETAIL - A 5C: I" = ►'-O" _ 9. PROVIDE 4" THICK CONCRETE SLAB WITH (o X !o, 10/10 W.W.M. OR 1!�, STRUCTURAL STEEL SHALL CONFORM TO THE 415C "SPECIFI-
AND TERMITE TREATED �- oxo P.T. WD. COL. — , 4, CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST FIBERMESH ON CLEAN COMPACTED, TERMITE TREATED SOIL, CATIONS FOR DESIGN, FABRICATION, AND ERECTION OF
"' BEAM CORNER POST EDITION OF ACI 301 CHAPTER 3, METHOD I OR 2. SUBMIT MOISTURE BARRIER BENEATH FLOOR SHALL BE o -MIL- VISQUEEN. STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.
I. -Oil 3ACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF-
THE
F
THE LATESTEDITION OF AGI 315. RO 10, PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB
' �
AREAS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR 11, WELDED CONNECTIONS SHALL CONFORM ,TO THE LATEST,
SLAB AREAS. REVI5ED CODE OF THE AMERICAN WELDING SOCIETY, 4WS D1,1,
5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED 18, ANCHOR BOLTS SHALL CONFORM TO ASTM -301.
BILLET STEEL CONFORMING TO ASTM A-ro15 GRADE &0.Il. PROVIDE 1/8" WIDE X I" DEEP TYPICAL 5AW-CUT CONTROL
—
ITI� JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF 19• STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO
FINISHING SLAB. THE REQUIREMENTS OF ASTM 4-36, UNLESS NOTED OTHERWISE.
�-
5IMP50N-- 6x6 P.T.U1D. COLUMN
10" x 2a° CONC. FOOTING ABEo6 12, PROVIDE FILLED CELLS lU1TN ONE CONTINUOUS NO. 5 VERT, 20• DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL
REBAR FROM THE FOOTING STEEL TO BOND BEAM 45OVE, W/ (3) "5 DIA. RODS DONT, U.N.C.UOo \ .TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS.
I- tis DIA. DOWEL W/ 25"- ON CHAIRS W/ 311 MIN. COVER MAX, SPACING AT 5'-O" O.C. AND ON BOTH SIDES OF OPENINGS.
MIN. OVERLAP ALL o� xo 10/10 IU.UJ.M, TO HA\/E �� �x� MINIMUM 25" LAP SPLICE (SEE FLOOR PLANS FOR LOCATIONS).
- - 4
MIN 3'-0" OVERLAP a0 ED G E - - I-.5�_ I �� -
A ___Racal Perimeter Footing_
N.T.S.
I -- � � 3
;
0 i
1 I
r�—r—r—r�r---
`.-1 I I T ail l_.—iV 1i_ .--
J5 IN LINTEL COUR6F
JS IN LINTEL COURSE
ICHOR BOLTS EAC" COLUMN
SNC. SLAB (2500 P.S.I.) W/
0/10 W,WM. AND o MIL. VAPOR
BIER
k STANDARD DEN5ITY
AND TERMITE TREATED
CLEAN COMPACTED FILL
4-„5'5 EACH W4Y U1/
��.�--'. _._ �� 3" MIN. COVER
ALL Oxo 10/10 W.W.M. TO NAVE
~- T MIN, 3'-0" 0VF-RLAP v EDGE
e ( t I CSE
N.
T.
POURED BOND BEAM
W/ 1-050 CONTINIOU5
MINIMUM 2" COVER
- OVERLAP SPLICE
JOINTS A MIN. OF 25"
CLEAN, TERMITE
TREATED SOIL—
COMPACTED /A
S" x 5" x lo" 2' LIFTS //
CONC. BLOCK
)-So m EACH FILLED CELL
VERTICAL ( BEYOND )
POURED HORI70NTAL BEAM
W/ 1-050 CONTINIOU5
MINIMUM 2" COVER
- OVERLAP SPLICE
JOINTS A MIN, OF 25"
AT EVERY OTHER HORIZ.
COURSE
I�
I -SO DOWEL
4" CONI SLAB
2 LAY I -RS OF W.WJ'1.
3'-0" FROM EDGE.
2'-0" x 2'-0" x 12" GONG.
1„L AV
- X FTG W/4-050FOUNDATION 1L LAJ �1U` ER 3,90 FT SPLICE /
JOINTS A MIN. OF 25" ��CJ'C�r"
Retaining Wall C Truck pit
�O
sy,
NT.S,WATERPROOFED PER OWNER �� '-' 1�Jr �L �LJ E , „—
1,_0„
V11—
V1 PLAANS REVIEWED
3e�" x 3�" x 12" GONG. CITY OF SANFORD
FOOTER PAD W/ 4-5 RE -54R5
EACH WAY
WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPERATION OF THESE PLANS, TO AVOID MISTAKES, THE
CONTRACTOR MUST VERIFY AND BE RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, AND ALL CONDITIONS,
BEFORE SUBMITTING THEIR BID AND/OR STARTING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR SAME.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify, arid be
responsible for dimensions and conditions of the job, and Distinguished Designs and Engineering, Inc, must
be notified in writing of any variation from the dimensions, conditions and specifications appearing on these
plans. Contractor to verify with owner all conditions and/or responsibilities stated in the contract, and sholl
be responsible for same without additional change order charges.
o
PROPOSED PIT
d
GRADE VARIES
r
H
z
Q
U
JOB NUMBED
all
I -F
z
DATE
TOP OF FOOTER + L
24" MIN„INTO
-
COMPACTED SOIL
POURED BOND BEAM
W/ 1-050 CONTINIOU5
MINIMUM 2" COVER
- OVERLAP SPLICE
JOINTS A MIN. OF 25"
CLEAN, TERMITE
TREATED SOIL—
COMPACTED /A
S" x 5" x lo" 2' LIFTS //
CONC. BLOCK
)-So m EACH FILLED CELL
VERTICAL ( BEYOND )
POURED HORI70NTAL BEAM
W/ 1-050 CONTINIOU5
MINIMUM 2" COVER
- OVERLAP SPLICE
JOINTS A MIN, OF 25"
AT EVERY OTHER HORIZ.
COURSE
I�
I -SO DOWEL
4" CONI SLAB
2 LAY I -RS OF W.WJ'1.
3'-0" FROM EDGE.
2'-0" x 2'-0" x 12" GONG.
1„L AV
- X FTG W/4-050FOUNDATION 1L LAJ �1U` ER 3,90 FT SPLICE /
JOINTS A MIN. OF 25" ��CJ'C�r"
Retaining Wall C Truck pit
�O
sy,
NT.S,WATERPROOFED PER OWNER �� '-' 1�Jr �L �LJ E , „—
1,_0„
V11—
V1 PLAANS REVIEWED
3e�" x 3�" x 12" GONG. CITY OF SANFORD
FOOTER PAD W/ 4-5 RE -54R5
EACH WAY
WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPERATION OF THESE PLANS, TO AVOID MISTAKES, THE
CONTRACTOR MUST VERIFY AND BE RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, AND ALL CONDITIONS,
BEFORE SUBMITTING THEIR BID AND/OR STARTING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR SAME.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify, arid be
responsible for dimensions and conditions of the job, and Distinguished Designs and Engineering, Inc, must
be notified in writing of any variation from the dimensions, conditions and specifications appearing on these
plans. Contractor to verify with owner all conditions and/or responsibilities stated in the contract, and sholl
be responsible for same without additional change order charges.
o
�
d
� O
H
z
Q
U
JOB NUMBED
Vi
o
z
DATE
SHE
U
l!�
CA
O
w
U
LTF 4 SHEETS
W
U
a
a,
FOUNE) 4T (ON
fI 4N
Com- F "tl�
(0
0
All
A /Q�
M (V
i
1, e.. ,.. ,. , ,. , . :. ,.,- _.. ., - :• - :,. . ..... _,_ ,. .. ., ,. ... :. ._ :..q. -. _. ,.. .. x... a.. .,.r. ..—,-m ,. �.. ... ,. ... _ ... ..,.
- 1 J ,.._..... ...
lll� 111VG �kl ,.
Lll ,ll � b _ ;
L 1 1V
1 111 1V LA Y1' , e
I Ul Y ref.. ., ,_ ...
1�1G l b AN ,
kl ll
,3 ,
THIRD
r - r r 1,.., a �e . -. ,: ,. k'e.e � _.... "1 -,.
THE
Iw 1 : _ .
r
r It G Y i,: r
t � � 1 _
<.� k,� L�l1V � � 1 ll .
N y 111 ,
,l
E Vll' t�r l VU ,.--
} F i L��� 11 1 '� _� f1! _
� 11Rp E tiPI _ UL l 1V k� 1 1 U
-. ., k1I��'Y, l.klUUi' Pli�,.LXFRESS wrzlriF.rr PH,R�ii��thN rn�n,r nr�rrwr.rrrcr-run ..n....�....•.11 �._.....•.�............`._ __._____--- � G � 1kiL�L 1llLaa. ll�51U1VS.,� 1 �,� GUYIk,U U1{ (,HAN(rh.0 �Iv .aEVY �rnEVNf.0 f►F,� tir►r1��r uvun��r,u,r1_.
`✓L.14.'ll VA..i V K/- HJ',r. __. _ .— — .. ...r , e �•. .r -. �... I1 Fe
ter-- ^----r- F _ i . • � � _� r�r-1;11 -r--�. � _ i i i _ � �� ,.,i ►`--�i i.� r ir.. . �
:i
,r
1I
i
uIi
ti
rZ4
0
wA
1-4
O
z
rA
:D
z
fb
14
z
O
O
cn
0
a4
ca
fil
r 7c
O
h
rX4
NUMBER
z
9 a I I I (o
0
�-4
cn
1.
DATE
W E F;P,, 5
-SHEET
cn
TT,
ER
O
SINGLE POLE
r;
.NOUN 50"'A,,F.F. TO (,=NT
15WITC:q ;M -r IfRLINE Or- 5OX',,
- - - - - - - -
- --- DUPLEX REGEFT,4GLE,110 voLT
M E T 5'F� E3ASE'
- - - - - --- -
- - - - - E�ECTRIGAL LOAD D16TRIE3UTION PANEL
EXTERIOR
METAL
WALL MOUNTED HALIDE LlGqT,r-IXTURE
HA5E
DOUBLE L'AMF, FLUORESCENT 5CENT.L IG HT 5TRIF:
3W.,MAIN 5REAKER FANEL
� F Y
EMEFR6ENGYLIGHT -IXTURE U)/ BATTERPACX
EXIT LIGHT FIXTURE W1 BATTERY PACK ,E3A (--,KUF
200 AMF 3
FRECE65ED TOILET EXHAU5t FAN W1 INTEGRAL GRILLE
�-ILO �'ANEL-40 r-,-K,r a.
uIi
ti
rZ4
0
wA
1-4
O
z
rA
:D
z
fb
14
z
O
O
cn
0
a4
ca
fil
r 7c
O
h
rX4
NUMBER
z
9 a I I I (o
0
�-4
cn
DATE
-SHEET
cn
O
z
w 4
F SHEETS
wu 0::I-1 E E F S
ELECTfRIC;4L
F=L Ail
co
..�^M1+J�"�'�,t^•
M fl
����,..Ry
p^R'My�d'9MYt.
xWoOoy"�c
y��,e�
� �.yM r•'t�+'
F
XW, - . .
m
a. � I --- -- - - _
--- -
`�
%�
i
�.,
�.
Q,.
-
y� I .
'�
�
,.
I.
- -
'�i '1.
�i,
Y
��
�I
%�
J