HomeMy WebLinkAboutBIN A-4 PERMIT 3490
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LEGAL DESCRIPTION
As taken from official Record Book 487, Page 35.
That part of Lots 19,20,21,22,23 and 24, Block 9, lying west of
U,S. I-lighway 301; and that part of Lots 13,14 and 15, Block 2,
Lying \vest ofU,S,Highway 301; City of Zephyrhills, as per plat of
the town of Zephyrhills recorded in the Plat Book 1, Page 54,
Public Records of Pasco County, Florida,
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SCOPE OF WORK
1.) Excavate and install one 16tOOO gallon Modern Welding Glassteel
II double wall underground storage tank.
2.) Install double wall fiberglass piping from tank to two dispensing
islands.
3.) Install on 24'x 40' gas island canopy.
4.) Resurface disturbed areas as necessary.
5.) No change to pervious or impervious areas.
VICINITY MAP'
* 5855 Gall Blvd Zephyrhi/fs. FL 33542-t457
6TH
)
OWNER: Dhlmant Shah
1537 Shady Oak Dr.
Kissimmee FL 32744
407.829-7759
CONTRACTOR: Petroleum Plus Inc.
748 E.lntl Spdwy. Blvd.
Deland FL 32724
386-734-2864
pee 1288780
SITE PLAN
PETROLEUM AND CANOPY
INSTALLATION
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5855 GALL BLVD.
ZEPHYRHILLS FL 33540
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PRE v AlLD\G CC;::;~~. ;_~ :~:DA Bl.J1LDr-"
CODE. NA TlONAL [LECIRe CODE fu":
CITY OF ZEPHYRHILLS ORD~CES
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SHAU HA VC A RCfLee rrvt: Blue
Sa~~RO\JNO 'WlTH WHITE RUlCCTlVE
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2. eo rrow POR TiOH SHALL HA'rf A'
ReFLeCTiVC W~TE BACKCROUNQ WITH
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J. nl' 2S '" 25 WAY ae (AORiCATe!) ON
ONe P ANCL OR TWO.
.. n~ 2S WAY ar SUeSTiTUTe!)
FOR THe np 25 IN AREAS WHeRE
SPACe IS l.lWlTC!),
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EJS~lED PARKING DETAilS
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OP
6
BHSIITS
GENERAL NOTES:
1, ALL CONCRETE WORK SHALL BE 3,000 PSI AT 28 DAYS
2, MINIMUM SOIL BEARING SHALL BE 2,000 PSF,
3, STRUCTURAL STEEL SHALL BE ASTM A-36 SPECIFICATION AND
SHALL BE PAINTED WITH ONE SHOP COAT OF RUST INHIBITIVE
PAINT (RUSTOLEUM OR EQUAL,) SPOT PAINT ALL
FIELD CONNECTIONS AND ABRASIONS WITH RUST INHIBITIVE
PAINT (RUSTOLEUM OR EQUAL,)
4. ALL BOLTS TO BE U.N.O, MATERIAL A-325.
5. ALL WELDING IN ACCORDANCE W/ A.W.S, STANDARDS, /'
6, REINFORCING STEEL TO BE ASTM A-615 & 305 GRADE 60, .
7, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
\11r1\~~') WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
..----_2QQJ..; CHAPTER 16, STRUCTURAL LOADS. THE FOLLOWING
rD. f-C l'~f.:o3 WIND LOAD REQUIREMENTS, IN ACCORDANCE WITH SECTION 1606J
R.e u " 'S; f) nS WERE EMPLOYED IN THE DESIGN OF THE STRUCTURE:
BASIC WIND SPEED: 120 MPH 3-SECOND GUST WIND SPEED
WIND IMPORTANCE FACTOR: 1.0
BUILDING CATEGORY: I
WIND EXPOSURE CATEGORY: B
APPLICABLE INTERNAL PRESSURE COEFFICIENT: N/ A
DESIGN WIND PRESSURE FOR EXTERIOR COMPONENTS
& CLADDING: 32 PSF
8, DESIGN CRITERIA:
WIND LOAD = 35 PSF,
DEAD LOAD = 5 PSF,
LIVE LOAD = 20 PSF,
9, ANY PLANS FOR SIGN, ETC, BY OTHERS,
10, ELECTRICAL LAYOUT BY OTHERS (IF REQ'D.),
14" x 18" X 18" BASE PLATE
W/(4) HOLES FOR EXISTING
ANCHOR BOLTS (NO GROUT)
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A TIACH TO EXISTING
FOOTER.
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USE EXISTING FOOTER
(N. T.S.)
-- PROJECT --
PROPOSED CANOPY PLAN
- - CANOPY CONTRACTOR --
ALUMINUM PLUS
748 I nt' I Speedway Blvd,
DeLand, Florida 32724
Tel (386) 734-2864
Fax (386) 736-7096
1
45.
14'-6" CL. MIN.
12'
24'
- -
12'
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R18.TYPICAL ~
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FOOTER
40'
25'
CtoC
ELEVATION VIEW
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W 12 X 22
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W 12 X 22
------~;---EK-1O" x 10" x 1/4" COLUMN
~ W12x35
CARRIER BEAM
W 12 X 22
- -
PLAN VIEW
-- ENGINEER --
CLEATON & DAVIS ENGINEERING INC,
103 W. WISCONSIN AVE # 104
Deland, Florida 32720
Tel (386) 738-7475
Fax (386) 738-7781
40'
25'
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JOB #
DRAWN BY:
J KREMER
DATE: 08-27-02
SCALE: 1: 50
NOTE:
SCUPPERS LOCATED "-0"
FROM EACH CORNER
GUffiR
MOVABLE SHEET
METAL flAP
TYPICAL SCUPPER DETAIL
(N, r.s.)
11'
24'
13'
"LJ-L~',0t\.......:...J.j.~~ .~"--,,-,--,,,. 1...0) \,'ITHr\.LL
PRI: v AlU"iG CODES. FLORIDA BU1LDL\~
CODE. NATIONAL ELECTRlC CODE At":
CITY OF ZEPHyR} !:LLS O~DL'-JA:-\CEr
SEE PlJIN VIEW FOR DIMENSIONING
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3/4'x 14'x 18' TOP PI.).TE
(4) 1-3/16' DIAMETER HOLES
FOR l' BOLTS (,1,.325 H.D.C.)
SEE PtlIN VIEW
FOR DIMENSIONING
SEE PLAN VIEW
FOR STEEL SIZES
w
3/8' STlffiNER
EACH SIDE WELDED ----......
GUffi.R
fWJGER
SEE PLAN VIEW I
FOR STEEL SIZES I
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CUITER, 20 GII. 3/8'x 3'x 6' II:
GALVALUME PI.).TE (WELDED) 1'1
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VIEW "B - B"
(N. T.8,)
SEE PtlIN VIEW FOR DIMENSIONING
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5 GUTTER, 20 GA.
GIILVALUME
11
VIEW'~ -A"
(N. T. 8.)
LEGEND:
1. 2" x 2" x 18 GA, GALVANIZED ANGLE. SCREWED W/(2) #12 x 3/4"
TEKS @ EACH FASCIA BRACKET.
2. 2" x t' x 18" GA, GALVANIZED ANGLE SCREWED TOGETHER W/(2)
#12 x 3/4" TEK SCREWS PER CONNECTION & ATTACHED TO
PANELS W/(4) #14 x 1" TEK SCREWS ON 4' CENTERS.
3. (4) 3/4" 0 BOLTS. - A325 H.D.G.
4. #12 x 1" TEK SCREWS AT 6" O.C,
5, #10 x 1/2" TEK SCREWS AT 2' O,C.
6. APPROVED PRE -ENGINEERED STEEL CLIP, TO BE FASTENED TO
PURLlNS AT 16" O.C,
7. 20 GA. GALVALUME ROOF PANELS
8. 3" P.V,C, ROOF DRAIN
9, # 12 x 3/4" TEK SCREWS AT 2' O.C, (FASCIA CONNECTION)
10, ATTACH KING BRACE EVERY 8.0'.
11. .050 ANGLE ATTACHED TO GUTTER @ 6" O.C. W / # 12 x 1" TEK SCREW
12. 2-1/2" x 2-1/2" x 3/16" GALVANIZED STEEL ANGLE WELDED OR
BOLTED WITH 3/8" x 2" BOLTS ON ENDS AND USED AS BRACES
14' OR LESS ON CENTER
13. 45" - ACM FASCIA PANELS
14, DRAIN SPOUT COVER
15. SCUPPERS: SECONDARY OVERFLOW RELIEF l' FROM EA. CORNER
40.
-- 4' 1- 9'-4. -_j4 13'-4. -r- 9'-4" -14'-
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LIGHTING/DECK PANEL LAYOUT
(N. r. s.)