BCP2010-11279_~ _. _.r....i.~i.w wrr~ iiiTifi~i7 ]i101 zlYYi i~-~F Wa• ~P!--~r---__~__ _ . -. ,~ ~_ _~ _._~ _J.._w.r..w..sYrtH NM~i
LL
_ ~.. ~~_~ s .Q Development 8 Neighborhood Services Department
} earwa er ,00 S. Myrtle Avenue, Suite 210
Clearwateri FL 33756
i~' ~ ~~ Telephone: (727) 562-4567 Fax: (727) 562-4576
www.mydearwater.com
~' BUILDING PERMIT APPLICATION
PARCEL NUN -
PROJECT PROJECT/JOB NAME n
~
LOCATION pROJECT ADDRESS 9 2~ ~~~''! ~ ~ /» U ~'' ZIP 33 ,~ s
BUSINESS NAME PHONE
LEGAL DESCRIPTION OF PROPERTY d !h 9 !~ ' ~GL /'h ! ~ / / D~J'J ~
~ G
/~! G ~2
PROPERTY OWNER NAME !G/1,0%O
1~~,
PROPERTY
(1' ~
OWNER ADDRESS v~ CL/Y~ ~
(must have
phone'
CITY t~~~~Y~>!_ ~Qy
STATE ~L. ZIP 33 y~oS
number)
',
PHONE 2 ~(~ " y~D 2 ~
FAX ~.~
NAME
ARCHITECT/ ADDRESS
ENGINEER
CITY STATE ZIP
PHONE FAX Office Only
E-mail:
GL~GC~6l l~ ~ !L ~
n p~
.G
NAME OF COMPANY d a
LIC. HOLDER ~ ~~ ~" PHONE ~ ~ 7~~ ~~ 2
CONTRACTOR
(P~ print j~ /
~ yS sULlf ~ CL'l f~ f
S
ADDRES /
FAX 93 Y~ 3 0 •~!
~ ~
dea~Y) /
~ /
CITY (i / Y ~2/' STATE ~~ ZIP .33 ~ ~ ~ (1
~z
2
STATE LICENSE # !~ ! (~°1 'L PCCLB # Z Z
~G1
Contractor E-mail: ('1 ¢~ ,_,, ~t T
m a 'a
Contact for this project a-mail: D
7o rn
o
EXISTING BUILDING USE ~! PROPOSED BUILDING USE D 0 0
GENERAL NUMBER OF STORIES BUILDING HEIGHT
PROPERTY CONSTRUCTION TYPE: I II III IV V VI; P OR U _
INFORMATION
SQUARE FOOTAGE: LIVING
NUMBER OF UNITS '~ m~-
Z-I
COMMERCIAL
GARAGE/CARPORT OTHER TOTAL ', Office Only
PLEASEF/LL dITBI{CKPAI~-.4P~ILM.AT11dV/NIST~C+OIIPLETE ---- _ _ ___ _ _-_---- --
-'-.,,.~ - i II~
1F FAX P€RMCf. PLEASE ENTER PROPERTY ADDRESS HERE:
ION: _
MATURE ..
^BUILDING
~ ~~ OIUIECHANICAL
(CHECK [.]ROOFING
ALLTHA
~~~ T CILANDSCAPING
i 1TRAFFIC OPERATIONS
D
n Noy 17 zo,o
NT
... _ . - PLANNI
L ~t ~b SdGr~ `i ~~ CITY
^ELECTRIC
~1S
^ENGINEERING
^UTILITIES
^CLEARING 8 t3RUB81NG
L~PLU IABING
~JFIRf:
r~LAND RESOURCES
I~NEP R WETLANDS
COTE IER
TYPE OI,~ WORK L7NEW ^ADDITION~ CIREMODEL ^REPAIR ^DEMOLITK)N GOTHER _,
VALUATION: ~ 80-D (THIS.MU3T BE FILLED UV, PL.F.ASE PRIN""CLEARLY)
HOARD REVIEW REQUIRED: ^ DRC DATE: CASE (r~rcle orte): FL OR FLS # _
I~ !~CDB DATE:' L7APPROVED UDENIED
--
Anyone p~nMng to do errcavatlan work. must notFly the one~ed CALL SUNSHINE NotNfcatlon Center et 1-t301 ~-432-4770 prior >n any
excavation wit ba~9 die. in one ~ prevent under~aund dames. Federal D.O.T. Regulattan Pert 192. t3ectione i! 12.614 and 192707.
Applicatiod ~ hereby made to abtaM a permit m ~ the work and inson as hrdlcated. I oertlfy that rro work or irmtau ~dan tree oommenoed
prior ze the Issuance of a Qermit erai trret ell work w19 be perbrrned m meat the s~Mards of ~ hrws
regulating rmrstruc ion fn this jurisdrdion.
CERTIFICI~ITKXN:
1 HAVE t~1MPL~ Wli'H ALL THE FED~tAL, STATE AID LOCAL A88~08 REC~ULA'gIONS CAt~RNIN®1 K]ri'IFICATION t7iF THE
PROPER AUTHORRIES OF THE PROPOB® OEMOLf TiON AIm REN01/A'IiON PROJECI9.
WARP11Nt3i TO OWNER: YOUR FAILURE TO A N017C~ OF COAAMB MAY RESULT IN YC1U R PAYW~3 TWICE FOR
I ENT3 Tb YOUR PROPERTY.
IF YOU I D TO 08TAIN FINANCINC4, OONSULT WITH YOUR LENDER OR ATTORl4l~Y RECOI~O NO YOUR NOTICE OF
I em ewareoi Florida and Federal Aocesstbipty Codes, and 1 oertHy that I have metthe ragrdrerrterrla of both
1 - tha+, this appNcation together wNh ~!- plans atdrmh6ed la aocuram and represer~ sit work bektg done at this tb ne. All wrJrlr w01 be dune
in emmpUertoe wdh all appflceble laws regrdaNrtg co~9uctlon acrd zonlrrg snd d net 1 raNim 1 am respartaf6le for ttre ra novel of arty oarlstnrclbn
in vlalellon aF these or regulations. Any deviation ttvm ktfanrretlon st~rrnllled. unless approved try the Btriltlin p Offkiel will render this
permit null ~ void.
IS THIS APPLICATION THE RESULT OF A STOP WORK ORQER OR NOTICE OF Vi06.p TION? YES NO
PAYMENT IIAETHOD: ^ CA3H C7CHECK ^ CREDIT CARD - ff payhg by cxedit carE! Indude authorizathm brtn. _ _
~fLdctsrmaf~rdlRA~LA~riadAs-s+ar~l ~
I~'~
11-08-'10 10:55 FROM-Suburban Propane Clr 1-727-586-0473 T-226 P002
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Central t
compress
(source of ignitic
For SI units, l ft m 0.3048 m window or exhaust fan
Note :1 -5 ft minimum front relief valve in any direction away from Note 2. If the cylinder is filled on site from a bulk truck, the filling
any exterior source of ignition, openings Into direct-vented connection and vent valve must be at least 10 ft, from any exterior
appliances or mechanical ventilation air intakes. source of Ignition, openings Into direct-vent appliances or mechanical
Refer to 6.3.7(2). ventilation air Intakes
Refer to 6.3.10
Note 3. Refer to 6.3.9
intake to direct-
vent appliance
crawl space opening,
window or exhaust fan
Note 1. Regardless of Its sae, any ASME container filled on site
must be located so that the filling connection and fixed maximum
liquid level gauge are at least 10 ft. from any exterior source cif I e
(i.e. open flame, window AC, compressor), intake to directWepKI.
gas appliance, or intake to a mechanical ventilation system:
Refer to 63.10
,Ilion)
Sunshine State One Florida
Know what's BELOW
CALL before you dig 16
e
Cylinder filled c
from bulk truck
vvindow AC
(source of Ignition)
r its'/ Note 2. Refer to 6.3.9 ??
on t" Note 3. This distance can be reduced to no less than 0 (L for a single
container of 1200 gat (4.5 ma) water capacity or less, provided such
coptainer Is at least 25 ft. from any other LP-Gas container of more
tnan 1Yb gal tub m') water capacity.
Refer to 63.3.
Approx.
Tank Capacity
No. Gallons
1 1000
2 850
3 500
4 325
5 250
6 150
7 120
8 120
Typical auger style earth anchor
Single straps should tie-down
be placed as dose to 1 Y • strap or
cents o tank as puss b_I? Y,," cables
Strap: 1-1/4" x.031 Galvanized Steel, Class B, Grade 1.4725 Tensile Strength
Cable: %32" , 7x19 Galvanized Steel Cable, 5600 lb Breaking Strength
Auger Rod: Minimum %" dia. x 48" long Galvanized Steel w/ single 6" Disk
Wind Anchorage *
Number of Straps or Cables Required per Zone
Tank No. 90 mph 100 mph 110 mph 120 mph 130 mph 140 mph 150 mph Bouyancy Anchorage
# Cables # Cables
Required Required
1 0 0 0 0 1 1 1 3 3
2 0 0 0 0 1 i 1 3 3
3 0 0 0 0 1 i 1 3 3
4 0 0 0 1 1 1 1 1 1
5 0 0 0 1 1 1 1 1 1
6 0 0 1 1 1 1 1 1 1
7 0 1 1 1 1 1 1 1 1
8 0 0 1 1 t 1 1 1 1
- motes :
Based on sandy soil condition - all other soil conditions encountered contact Engineer (i.e.
trash, debris, organics, etc.)
Water Leg Diam. Length Length Surface Weight Bouyancy
Capacity Spacing (inches) (inches) (feet) Area Empty Force
Tank No. (gal) (inches) (ft') (lb) (lb)
1 1000 121 41 192 16.00 54.67 1760 3
2 850 86 41 165 13.75 46.98 1440 3
3 500 60 37 119 9.92 30.58 949 3
4 325 60 30 119 9.92 24.79 597 1
5 250 60 30 94 7.83 19.58 483 1
6 150 60 24 84 7.00 14.00 314 1
7 120 45.25 24 80 6.67 13.33 257 1
8 120 54 30
1
11.25
260
1
Single straps should
be placed as dose to
center of tank as possible 1 Y<" strap or
%" cables
mrc.PW as cons pad thkkrm
'. ?"""?" 9a6 nOla9
Typical concrete pad tie-down
Concrete Pad Notes :
1. All concrete shall be minimum 3000 PSI.
2. Concrete pad edge shall extend minimum of 2 ft. beyond all tank edges.
3. Concrete pad shall be minimum 12-inches thick for Tanks #'s 1 thru 4.
4. Concrete pad shall be minimum 6 inches thick for Tank #'s 5 thru 8.
5. Anchor bolts in concrete shall be %' dia. x min. embedment of 5 inches.
MTL N G V I S I a N S Dale V. Mudrak P.E.
1
8
10
21522 Hobby Horse Ln P
T -
-
Christmas, Fl 32709 ropane
ank Anchorage Installation Suburban P '`s
407-568-1833 ropane
Ia FLPE # 42669 for Floation and Wind PT
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