HomeMy WebLinkAbout06100550
TO: ST. LUCIE CODE COMPLIANCE
ATT: SHANNON BOO~
~. .l'hY···· - "_J.,,v--
DATE: MAY 31~ 2007
RECEIVED
JUN 0 1 2001
PERM/
St. LI.ICie Ìf¡ NG
Co~ FL
Dear, sirs we are requesting an extension to the above stated permit # 0610-0550, the project will be completed and a
final inspection will be called in by the end of June.
Thank you for your attention to this matter
Note: We will have a Wind Chill representative stop by and pay the additional fees.
Anestis Giantsios
General Manager
Best Regards
\
5780 SW 25th Street, Suite #9, Hollywood, Fl. 33023 * Office: (800) 409-0931 Fax: (954) 985-0425
State License #CAC1814385
5(;~~.~~~~
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http://stlucieco.gov/ce
Building
Receipt
Date: 07 June 2007 Receipt #: 0000054784
Job Address: 2300 VIRGINIA A VE 'ermit Number: SLC- 0610-0550
Received By: spellsv Amount: $50.00
Paid With: CK ~redit Card Number:
Check Number: 2065
Paid By: WIND CHILL MECHANICAL CORP. Sign:
5Jr4~,~~
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http://stlucieco.gov/ce
Building
Receipt
Date: 21 March 2007 Receipt #: 0000052292
Job Address: 2300 VIRGINIA A VE 'ermit Number: SLC- 0610-0550
Received By: spells v Amount: $51.50
Paid With: VS :redit Card Number: XXXXXXXXXXXX9019
Check Number:
Paid By: SEAN KARAMA m Sign:
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8M screws
. Provide ? screws
short side.
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~olts or all thread
¡rer flanges and
:lr joist openings or
~. side
!
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!-# 14 SDSM screws.
of
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-8~JO~r813-1822
WIND CALCULATIONS:
I.A.W. FBC 2004 & ASCE7..~OO¡
V='1'ò9 mph, 1= 1.00, h:=;: 2.0 ft.
For Exposur~ "C ", Kz=O.9
Kzt= 1.0, Kd= '1.0
- ::2.. Q a 4 1 b/ft2
qll - ...JU. J ' .
: For Unit to Curb,
A -~5..ß ft2, G = 0.85, Cp=d"E>
,F = qhAGCp= 316ß9 'lb
Overturning Moment = 97, ~~1 in-Ibs
Resisting Moment -43~7?i3· in-lbs'
For 150% Stability,
IPorcePer Screw = , ·j5_~ Ibs (SHEAR.)
, '
, For Curb to Roof, ,
A =108>,5 ft2,-G = 0.85, dp:=:f.3
F::::: qhAGCp=4/b68 Ib' ,
Overturning Moment =155/ 771 ,in-Ibs
, 'Resisting Moment - iSZ/4:L2- in..lbs
For 150% Stability,
Force Per Anchor = 150.7 Ibs (TEN$(ON;
500.1 iÞs (5 HEArt)
5tZ.4 165 (CöMðlNf:JJ)
& ADDED 6J!.b6(rf=/v~!()^J., ¡J01E3, ,JåND ~~-Jð (s,,-
Í---oUíí1à.JVS 76 l<t.Fc-€:-e;rp,úD (JodJ,77OAJð. ç;J< Of/3l/ð7
MOU'\lT\NG DEì A\L
SCALE =1 /4''-= 1'-0" _APP~OVED BY: ',J. D. BU EROSSE P. E
"" 3450 N.£ 6TH TERRf\CE.
DATE: ~1~ !21/ 06 ?Or\~ANO BE.J.\C.\4.~ ~\-
DRAWN BY f1 Þ ;~ .
REVISED 01/5 ( 107
\.
ST. LUC\E· COUNTY ADM. COt'\?LE "^'
2 ~OO VfRGIN\.Å AVE.
FOR\" P\ERGE. J fl?>49ß2v
DRAWING NUMBER
. SHEET 10F1
r-
p(~f(\ \\:W C L c- Dl9 \ 0 - 0 S~t')
Æ- ,
- _-4.~ x 4~x Y4 ~.- -- ...' / _
5~WÇt~$-., ,CUR!? ;' ~/
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TR~NE T5~X O~7
NEW
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~UNlT BASE
2"1 / .
1~
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, ~12 It
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EL.INE
·1/~'IX 3/4'( ·~AS K~t;T
~- (M FR. PFOV'DE.D)
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_- N:T.S.
~ 3411
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6'OOO':¥f MAX
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NOTE:
1. Fasten unit to curb using 14- #14 :
through unit base rails into curb flange
on each long side and -e- screws on ea~
2. Attach curb to roofusing 14-1/Z"
with nuts and washers through curb 10'
composition structural sheathing and 1:
flanges. Provide 7 anchors on each 10]
approximately as shown.
,'f----------
/ 3. Attach curb extension to curb using 1:
/ Use 6 screws each side in two staggered ro,
I&.
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----'.."---'LY_~_~-~~-----------~-'-·,--, ". --'~-----_.?.,."...,-_._, -,- '
OFFICE USE ONLY:
'~I'lJ1
~~~~B6;;21~~- O~'lO -- 0 550
DATE FILED:
REVISION FEE'·,
2.
3.
4.
, ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPME~~
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652'
·462-15~3 ,
PROJECT I~FO&'I_~TIO:'i
APPLICATION FOR BUILDING PERi"IIT '
1.
LOCA TIO:\!SITE
A.DDRESS: ~' ~LAt. \ é.... (bU.l~ 'ftþm. \N Ibí'fl.JC)'r~
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DET.~ILED DESCRIPTIO~S OF PROJECT
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CO:\TR.\CTOR I:\FOR\I.-\ TIO:\:
ST..OF FL REGJCERT#
Bl·SI~ESS ~.-\..'IE:
Qualifiers ~3me:
ADDRESS:
CIT)-:
PHO~E' (D.-\ )'TI~IE):
. ST. Ll-CIE COl·~T\· CERT.=
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ZIP: 3 3/1..~)·33
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CITY:t>cN\PA-~Q ß'¿.~t"" STATE: +-L..-
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