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PLANS A D PE MIT 1$r $1-45 e6GULAtowL
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NO INSPECTION WILL.BE MADE
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UNIT 25 o J
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HARBOR RIDGE
5/8' IR&C.
PLAT 140,:1
PLAT BOOK"28: LB 4286
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PAGE 3: \ y0;
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COVERED ?`�0 3 6' BRICK'
ENTRY
ALK =.1.
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OCCUPIED O
r8 O p HARBOR RIDGE
PLAT NO '13; is
PLAS;BOOK 28;
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SET 5/8' _IR&G �• poi��`
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CERTIFIED: TO_
= WILLIAM Sc.BRIEN C HA'RRISON
RO$ERT a24Hi~JON DATE TOWN EBANK MQRTGAGE.
I HORIZON 71TLE INSURANCE SERVICES; INb
pro-fe �lgn Map{?er..
Florida Ei Elfacate t10 854C:: OLD. REPUBLIC NA710NAL TITLE:INSURANCE Co.
/ FlR�T �MEFtICAN.:TITLE INSURANCE CQ,
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j Ferrellgas
STORAGE TANK IS ADEQUATEL'.. PROPANE TANK BUOYANCY v
ANCHQRED TO PREVENT FLOATATION;
COLLAPSE OR LATERAL MOVEMENT MAX BUOYANCY = p•*g*Vtmk
DURING THE BASE FLOOD EVENT. = 1.94 slug/ft' 32.2 ftle # 66.84 ft' 3232 SE Dixie Hwy.
i = 4176 LBS
Stuart,FL 34997
ALL WORK SHALL BE IN ACCORDANCE WITH
NFPA 154-58, NATIONAL FUEL GAS CODE NET BUOYANCY = MAX BUOYANCY - WEIGHT OF EMPTY TANK
AND i FLORIDA FUEL GAS CODE 2014. = 41.76 LEIS - 871 LEIS
= 3305 LEIS
TANKS INSTALLED IN TRAFFIC AREAS
SHALL BE PROTECTED WITH GALV. STEEL FORCE ON r CABLE = 3305 / 2 = 1653 LEIS
SCHED. 80 PIPE BOLLARDS-(4"0) 6' LONG TENSILE STRENGTH OF r CABLE = 7000 LBS
X 3' BURY DEPTH WITH CAP 0 3' O.C. Z
FORCE ON AUGER ANCHOR = 1653 / 2 = 827 LEIS O
MIN. PULL-OUT RESISTANCE OF AUGER ANCHOR = 1360 LBS
C7
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o
'-11
GROUND LEVEL GROUND LEVEL
1= 11=1 11=1 I I-1 11=1 I I I 11=1 11=111= I-1 11= 11=1 I -III-I 11=1 11=1 11=1 I�I. O
U
LP TANK
1 ' 709 GALV.
AIRCRAFT CABLE
2 TOTAL (IN POLY. E
SLEEVE) 1364
AUGER ANCHOR, 48"
LONG W/ 6-0 HELIX
4 TOTAL
SIDE ELEVATION
SCALE 1/4' = I'—O'
` GRASS COVER
_ GROUND LEVEL
I-III-III-III=III-1
1 (MAX COVER)1
I
LP i �—p(CAVATION SIZE:
llF
TANK
1 1 12'L x 4'W x 4.5'D
` 91-B. ANODE BAG
}� 709 GALV. ISSUE DATE:
AIRCRAFT CABLE
DRAWN: EIS
STRAPPING BOLT APPROVED:EaJS
DRAWING NUMBER
AUGER ANCHOR, 48'
LONG W/ 6.0 HELIX
e
FRONT ELEVATION
SCALE 1/4' = 1'-0'
LIP 00