1116 Celery Ave - 98-001529 (RIGHTWAY FOOD STORE) (INTERIOR REMODEL) (A)ZONE
CONTRACTOR
ADDRESS
PHONE # _
LOCATION
OWNER _
/I/lam CQ u�
DATE
ADDRESS
�(PHONE #
IPLUMBING 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 #cLOT NO.
JOB�.Fi _ v bn c �X�. BLOCK:
SECTION:
COST $
SQUARE FEET:
FEE $ MODEL:
STATE NO. OCCUPANCY CLASS:
FEE $
FEE $
FEE $
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT. EPI:
-' �Y— k 2
9,;;ls- hc -u
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE 6J a`q
LEGEND
(D 2 "x2 x 18 GA. GALVANIZED ANGLE, SCREWED W/(2) #12x
J14" GALV. TEKS ® EACH FASCIA BRACKET
O 2 "x2 "x 18 GA. GALVANIZED ANGLE SCREWED TOGETHER W/
2-J12x3/4 " GALV. TEK SCREWS PER CONNECTION &
ATTACHED TO PANELS W/(4) #14x1 " GALV TEK SCREWS
ON 4' CENTERS.
156 (4) 5/8" (9 BOLTS.
#10 x 1" AT 3" O.C.
#10 x 1/2" TEK SCREW AT 2' 0. C.
APPROVED PRE-ENGINEERED .STEEL CLIP, TO BE FASTENED
TO PURLINS AT 12" 0. C.
7 .032 ALUMINUM ROOF PANELS, 3 "x 12 "
a 3"P. V C. ROOF DRAIN.
9 #12 TEK SCREW AT 2' 0. C.
ATTACH KING BRACE EVERY 8.0'
1 .050 ANGLE ATTACHED TD GUTTER 0 6" O.C. W/#10x 1 "
4"x6 x5/16" STEEL ANGLE BOLTED TO PURLIN ENDS, W/
51810 BOLTS OR WELDED.
WELD 2 "x2 x 1/8" STEEL ANGLE TO 4x6 "x5/16" STEEL
ANGLE AT 3' O.C. & ATTACH 18 GA. GALV. ANGLE W/(3)
#12x3/4 " GALV. TEK SCREWS
®
.050 ALUMINUM FASCIA.
E PLAN VIEW FOR DIMENSION
W 12 X 16
.032 ALUM. GUTTER
%� nka.
SEC / ION 'A -A "
X 24
SEE PLAN VIEW FOR DIMENSIONS
CENTERLINE
1 O 3/4"x11"x16" TOP PLATE WITH
jl (4) 13/16"DIAMETER HOLEs,
PURINE FOR 3/4" BOLTS
3/8" S-TIFFENER
EACH SIDE WELDED W 12 X 26
CUTTEF RANGE SEE PLAN VIEW FOR SPACING W 12 X 14
4 ,
2
rJ � .032 ALUM. CUTTER W 12 X 14
6 7
1 8 3/8"0"x6" PLATE
(WELDED) � 10"x10"x1/4" STEEL POST
I
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f,1 i
SECTION -E11
i
f
i
OPP
10"x 10"x 1 /4" ✓ . G 6
3/4"x16"x18"" BASE PLATE - 'STEEL POST
W/() 1-3/8 DIA HOLES GENERAL NOTES:
FOR ANCHOR BULI�
Y P,V,C; ROOF DRAIN - W
1.) ALL CONCRETE WORK SHALL BE 3,000 PSI AT 28 DAYS.
71
CONC.
SLAB 2.) MINIMUM SOIL BEARING SHALL BE 2,000 PSF.
5;:
G oqT, 4 y 41
4 -- 3.) STRUCTURAL STEEL SHALL BE ASTM A-36 SPECIFICATION
A ; AND SHALL BE PAINTED WITH ONE SHOP COAT OF RUST
-�-. -- a,:- INHIBITIVE PAINT (RUSTOLEUM OR EQUAL). SPOT PAINT ALL
4 REBARS 0 FIELD CONNECTIONS AND ABRASIONS. ABOVE GRADE ONLY.
(4 , e v ( 2" O.C.E.W.
. - ��' 4. CONCRETE 4.) ALL BO
rrPICALALLTS TO BE 5/8" DIA. U.N.O. MATERIAL A-325.
FOOTER
..'„L,4 . 5.) ALL WELDING IN ACCORDANCE W/ A.W.S. STANDARDS.
4 4
{ ° .1 - 3" CLR. TYP, 6.) REINFORCING STEEL TO BE ASTM A-615 & 305 GRADE 60.
. 4.
( 4 4° . • 4: • 4 I VERTICAL REBARS
®CORNERS ONLY 7.) DESIGN TO MEET 1994 & 1997 STANDARD BUILDING CODE,
° 4 REBARS 0SECTION 1606, WIND LOAD 100 M.P.H.
2" O.C.E.W.
(4) F -1/4"x'36" HOOK ANCHOR BOLTS 8.) DESIGN WIND LOAD = 35 PSF
WITH (2) LEVELING WASHERS EACH
N• 51-0" 9.) 5 PSF DEAD LOAD, 20 PSF LIVE LOAD
i
(5 % s) 10.) ANY PLANS FOR SIGN, ETC. BY OTHERS.
MIN.
FOVTER SC��/�^' 11.) ELECTRICAL LAYOUT BY OTHERS (IF REQ'D.).
V /� G 'V
V/
W
IX
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GRAPHIC SCALE
170.11 EAST
1 i �
NEW VENTS MOUNTED
ON WALL i 1
HX149T �` STORY Imo,., Cl")CYC' A&LL✓cam►
NEW 1-1/2" ENVIROFLEX 3
DD.W. PIPING
Z �� N
N
TWO PRODUCT O
O i III. MPD BLENDERS O
N ' (Dj
REMOVE EXIST_
N CANOPY AND IISLANS
r� ( ( O G
RLAYI w/ APHALt
' i In rAN @3 -ttdSTALL—
AN RESTRIPE ;AS SHOWN-/,
NEW 24'x40' p i (TY �
18 x42'x8 CONC. i , { P. ;CANOPY AND ISLANDS r
SLAB 3000 peat 20' ! �
��-
1 � UL .I � 1 N 20'
1 ^428'4 -
I �` 0-•- 4- o
�� _ NEW 4'x6' O
E5 "1 I� CONC. ISLANDS R5 r7
RESTRIPE AS HOWN �' `` 1 I I-° ;.nA--%
(TYP) A�♦--"" ' 4 N
10
NEW 20;000 GAL.
2 COMPARTMENT D.W. STE I Sul -411, O
TOTAL CONTAINMENT TANK �- N
\< . N SOD (TYP)
iU)
m IN
Will m 2 1-1 m m IMMUNINNE Will m m m ��= = �j
20' 24' 160.95 WEST 24' 21.26'
24'x30'x6" CONC.
SLAB 3000 psi
57.50'
CELERY AVE
70, R/W
I
I'M H1014S.0100
40
Hd' toh
-4-Elements'"IFy school
f S
Rmseland Pa
Biel -Air `'�� � •
a
LffQALs _DESCRIPTION=
LOTS 14, 15, AND 16, BLOCK 3 (LESS THAT PART OF LOT 16 LYING EAST OF A LINE
125.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF LOT 10, BLOCK 3)
ELDORADO SUBDIVISION AS RECORDED IN PLAT BOOD 4 PAGE 29. PUBLIC RECORD
OF SEMINOLE COUNTY, FLORIDA: TOGETHER WITH THE FOLLOWING PIESE OR PARCEL
OF LAND: BEGIN AT THE S.W. CORNER OF AFORESAID LOT 14. BLOCK 3, RUN
WEST 30.00 FEET; THENCE NORTH 129.69 FEET: THENCE EAST 30.00 FEET TO THE
N.W. CORNER OF SAID LOT 14; THENCE SOUTH ALONG THE EAST LINE OF LOT 14 A
DISTANCE OF 129.69 FEET TO THE POINT OF BEGINNING: SUBJECT TO R/W EASEMENT
AND RESTRICTIONS OF RECORD.
STATEMENT OF OWNERSHIP=
THE PROPERTY AND ALL IMPROVEMENTS AS SHOWN ARE OWNED AND SHALL BE
MAINTAINED BY RIGHT WAY.
CI= -NERAL STATEMENT=
THE CHARACTER AND INTENDED USE OF THIS DEVELOPMENT SHALL BE THE
CONSTRUCTION OF A NEW CANOPY AND TANKS ALONG WITH THE ASSOCIATED
UTILITIES, PARKING, ACCESS ROADS AND WATER MANAGEMENT FACILITIES.
SITE DATA:
PROJECT NAME: RIGHT WAY - SANFORD
ADDRESS: 1116 CELERY AVE.
SANFORD. FLORIDA 32771
OWNER: ANIL KAPADIA
ADDRESS: 1537 SHADY OAK DR.
KISSIMMEE, FLORIDA 34741
TELEPHONE: (407) 933-5350
LAND USE DATA
SITE AREA 21,467.60 S.F. ® 0.493 ACRES
EXIST. IMPERVIOUS 16,137.94 S.F. ® 0.370 ACRES ® 757*
EXIST. OPEN SPACE 5329.66 S.F. 0 0.122 ACRES ® 2590
PROP. IMPERVIOUS :15,020.62 S.F. ® 0.345 ACRES ® 7095
PROP. OPEN SPACE : 6446.98 S.F. ® 0.148 ACRES 0 30%
PARKINC -
REGULAR PROVIDED 9
HANDICAPPED PROVIDED 1
10
BUOYANCY AND DEAD MAN CALCULATIONS FOR 20,000 GAL, TANK
1 . DISPLACED VOLUME:..... ........................................ V, - ?'rr` L =1'r(5)' (34.5) - 271 Oft'
In
0
0
2. UPLIFT FORCE: ................................... ................. . F,, s (62.4 lbs. / ft' )x(2710 ft.') -169,100 lbs.
20 0 10 20
IT
A TANK WEIGHT :............. ........... ............. .... ......... Wr 17,605 lbs.
V)1
F"
z
B 8" CONC. SLAB: ............................................... W, 18' x 42' x 0.67' ) x (87.6 lbs. / fe..
(INS')
C PEA GRAVEL: .................•................................ W, [(8.33 x 16' x 40') - 2 ( 71 f5Y (34.5) 3(60
lbs. / ft')
N
inch s 20 tL
N
F„ 17,605 lbs + 44,150 Ibs + 238,584 lbs
300,340 lbs
8' CONC. SLAB (3000 psi)
0
5. CONCLUSION: DEADMAN NEEDED.
0
CV= -NERAL NOTES -
w/*5 BARS ® 12" O.C.E.W.
EXIST. PAVEMENT
24" REVERSED
FLANGED
J
Q
LIFT LUGS (TYP)
1
MAN WAY
s
(TYP
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY AND ALL
i
�TYP�
r _
PRIOR TO COMMENCING WORK. REPAIRS OF DAMAGES TO EXISTING
O
LL_
UTILITIES, SERVICES OR SITE APPURTENANCES OCCURRING AS A DIRECT
_
I)
•4•
OR INDIRECT RESULT OF THE EXECUTION OR THIS WORK SHALL BE THE
5
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RESPONSIBILITY OF THE CONTRACTORS.
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5. CONCRETE SLAB SHALL BE 3,000 PSI.
\
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-CLEAN SAND 7. DISTURBED SOIL SHALL BE RECOMPACTED TO 95% STANDARD DENSITY.
OR PEA GRAVEL
8. VERIFY TANK ORIENTATION AND FINAL FOUNDATION CONFIGURATION WITH EXISTING GRADE.
4 9. ALL MANUFACTURED EQUIPMENT AND PARTS THEREOF SHALL BE INSTALLED
---f
All
ILL I I it v NT
CLEAN FILL SAND
OR PEA GRAVEL
PROCEDURES.
IISTRAPS VENT
I I I II ILL
I IMMEDIATELY, PRIOR TO CONSTRUCTION.
IITYP 00 GAlLON
D8UBL WALL TOTAL 0 TAINMENT II
+
w �, 11. REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING ORIGINAL SIGNATURE
II
�..,_.T ADMINISTRATIVE CODE.
°"
UNLEADED
II 1 $APER UNLEADE
rit
12,000 GAL.
I I I II I1 000 GAL.
b
2 1/2 STD. PIPE
INTERSTITIAL MONITOR II II
.:
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:.. �' � .'
_.i1 �
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'F'!!!••.��. ��,��,��i
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7, .. 5.601
4,-70- 319„ 4,-7„ 5,-6..
..
3
v,
UNDERGROUND
TANK DETAIL
NTS
170.11 EAST
1 i �
NEW VENTS MOUNTED
ON WALL i 1
HX149T �` STORY Imo,., Cl")CYC' A&LL✓cam►
NEW 1-1/2" ENVIROFLEX 3
DD.W. PIPING
Z �� N
N
TWO PRODUCT O
O i III. MPD BLENDERS O
N ' (Dj
REMOVE EXIST_
N CANOPY AND IISLANS
r� ( ( O G
RLAYI w/ APHALt
' i In rAN @3 -ttdSTALL—
AN RESTRIPE ;AS SHOWN-/,
NEW 24'x40' p i (TY �
18 x42'x8 CONC. i , { P. ;CANOPY AND ISLANDS r
SLAB 3000 peat 20' ! �
��-
1 � UL .I � 1 N 20'
1 ^428'4 -
I �` 0-•- 4- o
�� _ NEW 4'x6' O
E5 "1 I� CONC. ISLANDS R5 r7
RESTRIPE AS HOWN �' `` 1 I I-° ;.nA--%
(TYP) A�♦--"" ' 4 N
10
NEW 20;000 GAL.
2 COMPARTMENT D.W. STE I Sul -411, O
TOTAL CONTAINMENT TANK �- N
\< . N SOD (TYP)
iU)
m IN
Will m 2 1-1 m m IMMUNINNE Will m m m ��= = �j
20' 24' 160.95 WEST 24' 21.26'
24'x30'x6" CONC.
SLAB 3000 psi
57.50'
CELERY AVE
70, R/W
I
I'M H1014S.0100
40
Hd' toh
-4-Elements'"IFy school
f S
Rmseland Pa
Biel -Air `'�� � •
a
LffQALs _DESCRIPTION=
LOTS 14, 15, AND 16, BLOCK 3 (LESS THAT PART OF LOT 16 LYING EAST OF A LINE
125.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF LOT 10, BLOCK 3)
ELDORADO SUBDIVISION AS RECORDED IN PLAT BOOD 4 PAGE 29. PUBLIC RECORD
OF SEMINOLE COUNTY, FLORIDA: TOGETHER WITH THE FOLLOWING PIESE OR PARCEL
OF LAND: BEGIN AT THE S.W. CORNER OF AFORESAID LOT 14. BLOCK 3, RUN
WEST 30.00 FEET; THENCE NORTH 129.69 FEET: THENCE EAST 30.00 FEET TO THE
N.W. CORNER OF SAID LOT 14; THENCE SOUTH ALONG THE EAST LINE OF LOT 14 A
DISTANCE OF 129.69 FEET TO THE POINT OF BEGINNING: SUBJECT TO R/W EASEMENT
AND RESTRICTIONS OF RECORD.
STATEMENT OF OWNERSHIP=
THE PROPERTY AND ALL IMPROVEMENTS AS SHOWN ARE OWNED AND SHALL BE
MAINTAINED BY RIGHT WAY.
CI= -NERAL STATEMENT=
THE CHARACTER AND INTENDED USE OF THIS DEVELOPMENT SHALL BE THE
CONSTRUCTION OF A NEW CANOPY AND TANKS ALONG WITH THE ASSOCIATED
UTILITIES, PARKING, ACCESS ROADS AND WATER MANAGEMENT FACILITIES.
SITE DATA:
PROJECT NAME: RIGHT WAY - SANFORD
ADDRESS: 1116 CELERY AVE.
SANFORD. FLORIDA 32771
OWNER: ANIL KAPADIA
ADDRESS: 1537 SHADY OAK DR.
KISSIMMEE, FLORIDA 34741
TELEPHONE: (407) 933-5350
LAND USE DATA
SITE AREA 21,467.60 S.F. ® 0.493 ACRES
EXIST. IMPERVIOUS 16,137.94 S.F. ® 0.370 ACRES ® 757*
EXIST. OPEN SPACE 5329.66 S.F. 0 0.122 ACRES ® 2590
PROP. IMPERVIOUS :15,020.62 S.F. ® 0.345 ACRES ® 7095
PROP. OPEN SPACE : 6446.98 S.F. ® 0.148 ACRES 0 30%
PARKINC -
REGULAR PROVIDED 9
HANDICAPPED PROVIDED 1
10
BUOYANCY AND DEAD MAN CALCULATIONS FOR 20,000 GAL, TANK
1 . DISPLACED VOLUME:..... ........................................ V, - ?'rr` L =1'r(5)' (34.5) - 271 Oft'
In
0
0
2. UPLIFT FORCE: ................................... ................. . F,, s (62.4 lbs. / ft' )x(2710 ft.') -169,100 lbs.
3. HOLD DOWN FORCES:
IT
A TANK WEIGHT :............. ........... ............. .... ......... Wr 17,605 lbs.
V)1
F"
z
B 8" CONC. SLAB: ............................................... W, 18' x 42' x 0.67' ) x (87.6 lbs. / fe..
44,150 lbs.
C PEA GRAVEL: .................•................................ W, [(8.33 x 16' x 40') - 2 ( 71 f5Y (34.5) 3(60
lbs. / ft')
N
® 162,379 lbs.
N
F„ 17,605 lbs + 44,150 Ibs + 238,584 lbs
300,340 lbs
4. FACTOR OF SAFETY EXCLUDING FRICTION:........ F.S. 300,340 / 169,100 - 1.78 > 1
0
5. CONCLUSION: DEADMAN NEEDED.
0
CV= -NERAL NOTES -
U
1. ALL INFORMATION RELATIVE TO THE SITE PLAN WAS PROVIDED
LL
BY M. EDWARD GORDON SURVEYING.
J
Q
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE
AND LOCAL CODES AND ORDINANCES.
U
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY AND ALL
V♦
UTILITIES, SERVICES, UNDERGROUND AND OVERHEAD LINES, ETC...
PRIOR TO COMMENCING WORK. REPAIRS OF DAMAGES TO EXISTING
O
LL_
UTILITIES, SERVICES OR SITE APPURTENANCES OCCURRING AS A DIRECT
I)
21,
OR INDIRECT RESULT OF THE EXECUTION OR THIS WORK SHALL BE THE
5
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RESPONSIBILITY OF THE CONTRACTORS.
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4. ALL PERMITS REQUIRED FOR THE WORK SHALL BE FURNISHED BY THE CONTRACTOR
r-
0
'
5. CONCRETE SLAB SHALL BE 3,000 PSI.
/R
i
l i__ 6. STEEL BARS SHALL BE GRADE 60 MIN.
r
Lj
Q
-CLEAN SAND 7. DISTURBED SOIL SHALL BE RECOMPACTED TO 95% STANDARD DENSITY.
OR PEA GRAVEL
8. VERIFY TANK ORIENTATION AND FINAL FOUNDATION CONFIGURATION WITH EXISTING GRADE.
4 9. ALL MANUFACTURED EQUIPMENT AND PARTS THEREOF SHALL BE INSTALLED
---f
IN ACCORDANCE WITH THAT MANUFACTURER'S SPECIFICATION AND INSTALLATION
CO
PROCEDURES.
10. IF THERE IS ANY DISCREPANCY ON PLANS, CONTRACTOR SHALL NOTIFY ENGINEER
I IMMEDIATELY, PRIOR TO CONSTRUCTION.
w �, 11. REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING ORIGINAL SIGNATURE
i AND EMBOSSED WITH ENGINEER'S SEAL AS PER CHAPTER 21H.23.002 FLORIDA
�..,_.T ADMINISTRATIVE CODE.
I•
12. FDOT OFFICE NEEDS 48 HOUR NOTICE PRIOR TO WORK WITHIN R/W OR LANE CLOSURE.
rit
"c -- 13. M.O.T. SET UP MUST BE SUPERVISED BY A CERTIFIED PERSON.
14. TEST RESULTS ARE REQUIRED UPON REQUEST.
15. AS -BUILT PLANS ARE REQUIRED IF MAJOR CHANGES ARE MADE.
SECTION 16. ALL DISTURBED AREAS MUST BE SODDED.
N.T.S. 17. ENGINEERS CERTIFICATION (IF REQUIRED) MUST BE RECEIVED BY WITHIN
30 DAYS OF COMPLETION OF THE PROJECT.
REPRODUCTION OF THIS PLAN IS INVALID UNLESS CONTAINING
ORIGINAL SIGNATURE AND EMBOSSED WITH ENGINEER'S SEAL AS
PER CHAPTER 21H.23.002 FLORIDA ADMINISTRATIVE CODE.
A. T. HARB, P.E., STATE OF FLORIDA. DATE
Drawn by:
R.P.
Checked by.
A.T.H.
DATE
q._3-98
SCALE
1" = 20'
JOB NO:
980--057
SHEET NO:
C-1
of C-1 SHEETS
In
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R.P.
Checked by.
A.T.H.
DATE
q._3-98
SCALE
1" = 20'
JOB NO:
980--057
SHEET NO:
C-1
of C-1 SHEETS
In
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R.P.
Checked by.
A.T.H.
DATE
q._3-98
SCALE
1" = 20'
JOB NO:
980--057
SHEET NO:
C-1
of C-1 SHEETS