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GALGON OIL GOMt!14Nti' N1� \\ $ F=A119 iN(i,
PA4oI L-1'M1t
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CONFORM 1U11N h�r'f10F.1
3, 2, ra4o (2)(al AND (90�0
� ST. LAXJE Gavw"I'`f ZoP.ItNG� � I
GENERAL PkUJELT INF'ORMATIUN
TYPE OF PROJECT: GASOLINE STATION
PARCEL SIZE: 8.984 ACRES
LAND USE (ZONING): CC (GENERAL COMMERCIAL)
IMPERMEABLE AREAS:
PART INC/DRIVES 127.425 S.F.
BUILDING ROOFS: 2.550 S.F.
EIISTINC PUMP CANOPY: 5,825 S.F.
_-_---.PROPOSED PUMP CANOPY: 1,050 S.F.
TOTAL: 136,650 S. F. ON 5.14 AC.
OPEN SPACE ARRAS:
PERBIOUS AREA: 254.435 S. F.
TOTAL: 254,433 S. F. ON 5.84 AC.
PARKIN; HI:4UINF:L: ( GASIOLINE ST..TION ) EXISTIF
PARKING PROVIDEL: EXISTING
MYEUIPNENT SCHEDULE.': UPON APPRO'JAL
AVER A WATER; Ff. PIERCE UTILI'T14� AUTHORITY
DRAINAGE: EXISTIN;
O TRANSPORTATION i?'1?W, MN`PT;: NONE NkX1U1REli
FIRi ACCESS LANE: EXISTIIC
110
STATNMEMT OF COMPLIANCE:
PROPOSED DIPHOYEMEMTS ON THIS :;ITE PLAN STiALL CUF?LY WITH ST LUCIE COUNTY
\�-STAMDARL �EGIYIK:A'f IONS FOR PUBLIC 'WORKS CONSTRUCTION" OR LOCAL, STATE AND
AIERAL REOULTION:; AS APPLICABLE TO THE PHOJEi.T.
�� SITN PLAN NOTN ::
\0 1. PURPOSE OF SITE PLAT: IS THE: ADDITION OF THRKt; UaS'OLINE
PUMP ISLANDS WITH CANOPY AS SHOWN.
2. ALL OTHER SITE IXFROVEMENI'S WITH ASSDCIATF:L :,ANL:;GAPIN;
ARE EXISTING.
3. SITE PLAN INFORMATION SUPPLIED BY OWNER.
4. FALCON OIL CO. AND HOLIIV:Y INN STARE LEGAL USE OF EXISTING
STORK WA'TKR RETENTION AREA.
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ATE PLAN
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IN ADDITION TO THE REQUIREMENTS OF THIS
PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS
APPLICABLE TO THIS PROPERTY THAT
MAY BE FOUND IN THE. PIIBLIC RECORDS OF
THIS COUNTY
NOTICE
NOT TO BE OCCUPIED
BEFORE FINAL APPROVAL
BY �4�ILQIN DEPARTMENT
" -_ 4*I�Tr "PPP CONDITIONS
� �oy��
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP IAJV
REVIEWED BY
DATE
PLANS AND FERMI
MUST BE KEPT ON JOB OR
NO 1W;PECTION WILL FIF nAAnF
ST. LUCIE COUNTY -FT. PIERCE
FIRE PREY NTtINOM mu
REVIEWED BY
} FOR CODE COMPLIANCE
PH tNE: 465-6655 DATE:
I "TALI. I TI7N SHAI L BE INSTALLED IN
C P•I."hCE WITH N.F.P.A.
STATE FIRE MARSHAL'S R ✓! R -
C.
REVISIONS I BY
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SCALE
JOB NO.
SHEET
OF �W5 SHE ETB
1 TELEDRE WRIONAL NO. 186A-34%36� '
men
24'-0"
201-011
10'-0"
Li
.040 PREF—ALUM. CEIL.
PANELS 0 12" O.C. &
FASTENED TO L-2"x 2"
x 1/8"x 6" LG. W/2—
#14 WASHER TEKS (TYP
)
I
10"X10"X7/4"
10"X10"Xt/4"
10"X10"Xi/4"
POST
POST
POST
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56'-0"
#10 SCREWS
;2—PER BRACKETS
16 GA. U—BRACKET
GALV. ® 4'-0" O.C.
C 8"x 11.5
L-3"x 3"x 3/16"x 5 1 /2" LG.
0
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•
•
•
3 1/2"�
TYP.
6 4" 2 GLE 1
- ANGLE
(TYP. )
#10 SCREWS ® 12" O.C.
(3)-#14 TEKS EACH SIDE
10"x10";
POST (
_SECT10N B-B
s( ALE: N.T.S.
1 SCREWS
ANGLE
TERNAL RAIN WA
_ADER 3" DIA. P.
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#10 SCREWS
2—PER BRACKET`.
PURLINS SECURE[
TO BRACKETS W/
#12 TEKS (TYP.)
0 8" O.C.
SECTION
A
-A
SCALE:
N.T.S.
x GALV.
—0" O.C.
x
(4)-13/16" DIA. I
FOR 3/4" DIA. BC
PL. 3/4"x 11% 1'
(6)-REQUIRED.
PL. 3/8"x 4% 6"
r
BUILDING DIVISION
REV! WED
FOR CO LIAN E
=WED BY
10
PLANS ND E MIT
MUST BE KEPT ON JOB OR
INSPECTION WILL BE MADE
TYP. CAP PLATE DETAIL
SCALE: N. T. S.
PL. 3/4"x 18"x V-6'
(5)-REQUIRED.
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TYP.
(4)-1 3/8" DIA. HOLES FOR
I 1 1/4" OIA. ANCHOR BOLTS
III i
II
II I
(4)-1 1/4"x. 2'-S"x 8" HOOK
II I ANCHOR BOLTS W/2-LEVELING
Ili i NUTS AND WASHER EACH.
I
F
0
O a
(4) 15 REBARS
EACH WAY
I,
`l' l 14- D.C.
�V. O O TTT O
TYP. FOOTING & BASE PLATE DETAIL
SCALE
N.T.S
GENERAL NOTES.
1. STRUCTURAL STEEL SHALL BE ASTM A-36 SPECIFICATION.
ALL STRUCTURAL STEEL TO BE PAINTED ONE SHOP COAT
OF RUST INHIBITIVE PAINT OR EQUAL TO RUSTOLEUM.
SPOT PAINT ALL FIELD CONNECTIONS AND ABRASIONS.
2. ALL BOLTS TO BE 5/8" DIA. U.N.O. MATERIAL A-325
3. ALL WELDING TO BE ACCORDING TO A.W.S.-STANDARDS
AND SHALL BE PERFORMED BY CERTIFIED WELDERS.
ALL WELDS TO BE CHIPPED AND WIRE BRUSHED PRIOR
TO PAINTING.
4.ALL REINFORCING STEEL TO BE ASTM A-615 AND 305
GRADE 40.
5. CONCRETE FOOTINGS DESIGNED FOR 2000 P.S.F. CONC-
RETE TRANSIT MIX FOR 2500 PSI.
e _ _
DESiGNLCAD=110?APH ORANGE STATE IND. INC.
ONSULTIINGrENGINEER 1811 N.W. 16th. ST. POMPANO BEACH, FL. 33069
9301 N.E. 6th Avg., C-300 SCALE: APPROVED BY; DRAWN BY:
Miami Shores. FL 301s8 NOTED R. J_W
DAJO/24/89
TITLE: 25 x 56 CANOPY
110 Owc. N0.
FALCON OIL TRUCK STOP 1 O 5 g -
1
0
I
iA)
0i
#10 SCREWS
2-PER BRACKETS
16 GA. U-BRACKET
GALV. ® 4'-0" 0 C.
C 8"x ""
L-3"x 3"x 3/16"x 5 1/2" LG.
am
z 3 1 /2„
/ 8 1 /2" TYP.
/ (TYP.)
1-- (3)-#14 TEKS EACH SIDE
6"x6"x1/8" +NGLE
SECTION 13_-13 _
SCALE:
r
2'-6'
#12 SCREW
2--PER BRACKET
- I -_. __. __.—
0
I r
Rtw}I
c
(4)-13/16" DIA. I -
FOR 3/4" DIA. BC
PL. 3/4"x 11"x 1'
(6)-REQUIRED.
PL. 3/8"x 4% 6"
TYP. CAP PLATE_ DETAIL
SCALE: ~LLIY N.TS.
16 GA.x 2 1/2% 2 1/2% GALV.
WELDED BRACKETS AT 4'-0" O.C.
TYP.
PL. 3/4'x 18'x 1'-6'J I \— (4)-1 3/ ' ANCHOR BOLTS
DIA. HOLES FOR
(5)-REQUIRED.
I III I
I II I
I III I
I I I I (4)-1 1/4'x 2'-6'x 6' HOOK
I I I I ANCHOR BOLTS W/2-LEVELING
I III I NUTS AND WASHER EACH.
._. -------�
7
I
N o
a I �
U
00
(4) 15 REBARS
EACH WAY
14" 0 C. °
V D 1 O1
-i—
0 �
4,6"X-4,6„
TYP. FOOTING & BASE PLATE DETAIL
SCLLL:
GENERAL NOTES: ------
1. STRUCTURAL STEEL SHALL BE ASTM A-36 SPECiFICATION.
ALL STRUCTURAL STEEL TO BE PAINTED ONE SHOP COAT
OF RUST INHIBITIVE PAINT OR EQUAL TO RUSTOLEUM.
SPOT PAINT ALL FIELD CONNECTIONS AND ABRASIONS.
2. ALL BOLTS TO BE 5/8" DIA. U.N.O. MATERIAL A-325
3. ALL WELDING TO BE ACCORDING TO A.W.S.-STANDARDS
AND SHALL BE PERFORMED BY CERTIFIED WELDERS,
ALL WELDS TO BE CHIPPED AND WIRE BRUSHED PRIOR
�\
,r
TO PAINTING.
I
v
4. ALL REINFORCING STEEL TO BE ASTM A7615 AND 305
GRADE 40.
5. CONCRETE FOOTINGS DESIGNED FOR 2000 P.S.F. CONC-
\,
____- - _------
RETE TRANSIT MIX FOR 2500 PSI.
-----s-----
-- -- -----
—
B 1/2"
(4)-y12 TEKS
L-1-1/2"xt-1/2"xt/8"x6" ®
PURLINS SECURED (TYP.)
6
12' O.C. WELDED TO
BEAMS & FASTENED TO
-"
ORANGE STATE I N D . INC.
TO BRACKETS W/2
#.2 TEKS (TYP.) #10 SCREWS
CEILING PANELS
_ 1811 NA 16th. ST. POMPANO BEACH, FL. 33069_
- — - —
® 8" O.C.
DESIGNLOAD-110
MPH
---
SCALE° NOTED APPROVED BY:
DRA" BY'. R. J,1 W.
MEYERS,1x,E.
GCNSLTING 1-N6`INEER
-DATE:
.
_
9301 NN E. 6th Ave., C.300
1-- ----- _ ._-- ------ --- -1
___.
Nliemi Shores, FL 331_,W
-- -=-
1 nnE. 2 5 \ , \ /
4 2, C ^ ^\Vj E S YI
! f/ \1 I
SECTION
A- A
/�/\
-- —
D"C
SCALE:
N,1,S.
`/
110
I
C—