The URL can be used to link to this page

Home My WebLink About06-5458 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813}780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 5458 Permit #: 5458 Issued: 2/17/2006 Permit Type: GENERAL BUILDING PERMIT Class of Work: ADD/AL T COMMERCIAL Proposed Use: COMMERCIAL Sq. Feet: Est. Value: Cost: 2,100.00 Total Fees: 102.50 Amount Paid: 102.50 Date Paid: 2/17/2006 Address: 5845 GALL BLVD ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 10-26-21-0020-00000-0030 Name: WEST AST CONCRETE OF FL INC Addr: 37810 TUCKER RD ZEPHYRHILLS, FL 33540 Phone: 813477-5251 Lic: Phone: Work Desc: FOUNDATIONIINSTALL ICE MACHINE wlo Electric Name: NEEL, GL NN Address: 5845 GALL BLVD ZEPHYRHILLS, FL. 33542 \.\C~.\..o--LLL..~ ,~':) ~~ 65 \J-)~ r'lot Qoll9L.\- 6'1. ~K-- \J \ C l~ UJ-),J.JL CO(c-edJ2d/ ~+I.uy\.- ~:n&\n ~oc- _ ~o ~m:.-\- ~ \~ ~ \\11~ ~~ ^'I~\V .~~ ~ ~&~ \' V ",.,./ If ~\ z,11ot> ~~~~~~V~'CII H DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER SHEATHING FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." 1;dei~ ' &-. CONTRACT S GNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 5458 Permit #:5458 Issued: 2/17/2006 Permit Type: GENERAL BUILDING PERMIT Class of Work: ADD/AL T COMMERCIAL Proposed Use: COMMERCIAL Sq. Feet: Est. Value: Cost: 2,100.00 Total Fees: 102.50 Amount Paid: 102.50 Date Paid: 2/17/2006 Address: 5931 GALL BLVD ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 10-26-21-0020-00000-0030 Name: WE COAST CONCRE Addr: 37810 TUCKER RD ZEPHYRHILLS, FL 33540 Phone: 813477-5251 Lie: Phone: Work Desc: FOUNDATION/INSTALL ICE MACHINE w/o Electric Name: ZEPHYR LLC Address: 5931 GALL BLVD ZEPHYRHILLS, FL. 33542 R 1 T DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER SHEATHING FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC. REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." 1~h~~ r~~ CONTRACTOR SI NATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CI~Y OF ZEPHYRHILLS PERMIT APPLICATION BUI1'LDING DEPARTMENT 5335 8TH St, Zephyrhills, Fl, 33542 ....'- 2 Lr (), . 813-780-0020 FAX: 813-780-0021 I DA~rE RECE IVED I PHONE CONTACT FOR PERMITTING '71 ~~ I ~ d- 0 OWNER' S NAM~II' n"" N. e t'_1 JOB ADDRESS ZepJ1yr. R~za LEGAL DESCRIPTION: LOT(S) (iC8 ))LLAs) 5953 ~~fl Blvd 0/3- Itp 'HJ PHONE ~ I~~ -, =- - f ZH rL 33)-l/.:L BLOCK SUBDIVISION PARCEL ID # l 0 ~ a (Q - (). \ - bQ(1O- tfXJX) .'" Ob?JD {OBTAIN FROM PROPERTY.TAX NOTICE! WORK PROPSED: QDNEW CONSTRUCTION o SIGN PROPOSED USE: DSGL FAMILY DWELLING ~ COMMERCIAL o ADDITION o ALTERATION o REPAIR o INSTALL o MOVE o DEMOLISH DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOMI o OTHER DESCRIPTION OF WORK c=J REST.~URANT &.HEALTH DEPARTM~~T_APrROVAL f! 1K:.f.C!ft F'fl.:' CD I a, /I-e 1~J4' mcK5.~ , . 1Ld..~-h. O'W I X /I C o,ll?rl.-Ic"tAd I ().II Jku.J.J W IY~I'(\ r- BUILDING SIZE SQUARE FOOTAGE ! ~"-I HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~. BUILDING o ELECTRICAL o PLUMBING o MECHANICAL $ ,;2100.00 VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o Progress Energy 0 W.R.E.C. $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO BUILDER SIGNATURE STATE CERT OR REGIST It C I~C I d- '5 dO{.):} . . ****D~Z*****d'"*~Z*** /*~********~~*****************k**.********* \.,0, \\ ~\)~ ',n ,\) . ~l\ ws,<0" ELECTRICIAN v ' '- t'J COMPANY \"'0("~ E lQc::..+v\.c- ~o/ /....[./ ~s SIGNATURE G~~ ~~J x5 STATE CERT OR REGIST It ** * * *** *** * * * * * * ** * * * * * ** * * * * * **"6~ ** * * ** * ** * ***** ** *** ** ***** * *.** ~r (~25~~M PLUMBER,? /l / ---L/ /J /1. /' <"J.t COMPANY Chn~ ~r PI~~~)~il~ SIGNATURE~ STATE CERT OR REGIST I ****************************************************************** MECHANICAL COMPANY SIGNATURE STATE CERT OR REGIST # ***************************************************************** OTHER COMPANY SIGNATURE STATE CERT OR REGIST # padllie~s ~o pa~u1~d 'pad^~ allieN ~uallia.6palMOu)(oe uos.:rad JO 4uam.6palMOU)(Oe .6u1)(e~ uos.:rad JO a~n4eu.61S -Oc:: ' pa6paTMOU)(0-e };q JO };-ep----- s1q~alli a.:roJaa S-eM ~uallin.:r~sU1 6uT06a.:rof aqili .3:0 XiliNnOJ ~OI~O~~ ~O 3ili~iliS ( "4~-e0 u-e a)(-e~ (U01~-eoTJ1~uaP1 JO ~Q~ .:ro. 'alli o:j. UMOU)( };TTeuos.:rad s1 04M 0 (pa6paTMOU)(~-e uos.:rad Joalli-eu) ~" \"hT 'nJ!f} Xq ~c:: -'1~T JO };ep s14:+ alli a oJaa ~pa6paTMOU)(0~ ~uallin SU, 6UT06a.:roJ aqili r--)....~.-t\/\,7~~ ~O XiliNnOJ ~ ~O ~~ ~O 3ili~iliS '~ ~ou PT~ P1P OOl{M p ad^~) ~ - paonpo.:rd SEq OqM~ 4~-e0 u-e a)(-e~ ~OU pnO P1P 0 04M pue (UOT~-eOTJT~uap1 JO ad};:j.) paonpo.:rd s-eq OqM 0 .:r0 'alli o~ UMOU)( };TT-euos~ad sT oq~ (pa6palMou)(OE uos.:rad 10 alliEu) 'j1";": t '!.""MO :OHn"m5IS / y/ r -7 /1?'fiYJV 'lIiliN3W3JN3WWOJ ~O 3JUON" ~ iliSOd ON~0~OJ3'8 Oili 033N iliON 00 3n~VA NI OOS'c::S ~30Nn S.SOL' "iliN3W3JN3WWOJ ~O 3JIiliON'800X ~NIO'80J3'8 3'80~3a X3N'80iliili~ N~ ~O '830N3~ '8nOX HiliIM ili~nSNOJ '~NI:JN~NI~ NI~iliSO' Oili aN3iliNI nox ~I 'Xili'83dO~d '800XOili. SiliN3W3AO~dWI '80~ 3JIMili ~NIX~d ~nox NI ili~nS3~ XVW iliN3W3JN3WWOJ ~O 3JIiliON ~ a~OJ3~ Oili 3~O~I~~ ~nox :~3NMO Oili ~NIN~~M "pauopu-eqE pa.:raPTsuoo aq lTTM ~oa~o.:rd aq~ .:ro 'p01.:rad q:j.UOlli x1s qo-ea 6uT~np pa6601 aq 4snlli uOT~oadsuT paAo~ddE ~ "l-eToT1JO .6uTP1Tna aq:j. o~ .6uT~T.:rM uT pa~sanba.:r aq Tl-eqs uOTsua~xa aqili "OO'Sl$ 10 a6.:rEqo aal q~TM ~Tlli~ad aq:j. ~01 paMollE aq };Elli alliT:j. JO u01sua~xa };Ep 06 auo 'paouallillioo sT )(.:rOM aq~ aW1~ aq~ .:ra~J-e sq:j.uom xTs JO pOT.:rad E, .:rOJ pauopu-eqE .:ro papuadsns sT ~Tlli.:rad aq~ };q paz1.:roq~n-e )(.:rOM J1 .:ro 'aouEnssT JO sq:j.uom xTs u1q~TM paouallillioo s1 ~Tm.:rad qons };q pazl.:roq~nE )(.:rOM aq~ ssaTun P1T-eAU1 amooaq TTEqS panssT ~Tm.:rad };.:raA3 "apoo };u-e JO SU01~EToTA .:ro 'u01~on.:r~suoo 'sUETd u1 s.:ro.:r.:ra JO uOT:j.oa.:r.:roo E 6uT~Tnba~ ~a~J-ea.:raq~ mo.:rJ l-eT01JJO 6uTPT1na aq:j. :j.uaAa.:rd ~1m.:rad E JO aOUEnssT TTEqS .:rou 'sapoo T-e01uqoa:j. aq:j. JO su01sTAO.:rd };UE ap1se :j.as .:ro '.:ra:j.T-e '1aou-eo 'a:j.ET01A O:j. };:j.1.:roq:j.nE SE :j.ou pUE )(.:rOM aq~ q:j.1M paaoo.:rd O:j. asuaoT1 e aq o~ pan.:r:j.suoo aq'11Eqs panssT :j.Tm.:rad V 'aOUEnSST ~1m.:rad O:j. .:roT.:rd -ePT.:roT~ JO a:j.-e~s aq~ uT pa.:ra~sTpa.:r .:raau16ua TEu01ssalo.:rd E };q pa.:rEda.:rd s~ qOTqM pa:j.~Tmqns aq llTM lIamnToA 6uT~-esuadmoo" E 6uTssa.:rpp-e u-eTd a6Eu1E.:rP E ~-eq~ poo~s.:rapu~ sT ~1 'lI'o:j.a'~" ~o II~" auoz pooT~ uT pasn aq o~ sT TET~a~Elli llTJ 1T ':j.Eq~ };1T:j..Iao oSlE I ~uallia~-eq-e so~saqs~_};oua6~ uOT~oa~o.Id Te:j.uamuo.ITAU3 "S'n~ s)(uEi oT:j.daS '~uam~Ea.Iili .Ia:j.EMa~sEM 's11aM-:j.Tun q~1-eaH 1e~uamuo.:rTAU3 'saoTA.:ras aAT~-e~TT1qeqa~ ~ q~TEaH 10 :j.uam~.IEdao~ s};-eM~a~-eM aTq-e6TA-eN 'S)(OOO 'sTT-eMEaS-S.IaaUT6u3 JO sd.IoJ };m.I~~ sas.InoO.Ia:j.EM 6uT.:ra~T~ 's-ea.I~ pu-eT:j.aM 'sp-eaq};-ea ssa.:rd};J 'sTTaM-~oT.:r~STO ~uama6EuEW .:ra~EM EPT.I01~ :j.saMq:j.nos~ :j.uam~-ea.Iili .Ia~EMa~seM/.Ia~EM 'SpUE~ aAT~Tsuas };TT-e~uamuo.:rTAU3 pue sea.:rv pu-et~aM 'spEaq};-es ssa.:rd};J-uoT:j.ETn6a'8 1-e:j.uamuo.:rTAu3 JO :j.uam~.:r-edao~ :o:j. pa:j.TmT1 :j.ou ai-e ~nq apnTDuT saToua6E qons 'aoueTTdmoo uT aq o~ a)(E~ ~snm I SUOT~OE :j.EqM };JT~uaPT O:j. };:j.T1TqTsuodsa.:r };m sT ~T ~Eq:j. pUE ')(~OM papua:j.uT aq:j. O~ };Tdd-e };-em saToua6e T-e:j.uamu.:raA06 .:raq~o 10 suoT~Eln6a.:r aq~ :j.Eq:j. pUE:j.s~apun I ~Eq:j. AJT~.:rao oST-e I 'u01:j.OTPsT.:rn~ aq~ uT suoT~-eTn6a.:r ~uamdoTaAap pu-el pu-e 'suOT~ETn6a.:r 6UTuOZ 'sapoo };~TJ 'uoT~on.:r~sUOo 6uT~-eTn6a.:r SM-eT 1T-e JO sp.:repu-e~s ~aam o~ pam.:roJ.:rad aq 11TM )(.:rOM 1TE ~Eq~ pUE ~Tm.:rad -e JO aou-enssT O~ .:rOT.:rd paouallilliOO s-eq UOT~-elT-e~sUT ~o )(.:rOM ou ~E4:j. A1T:j..:rao I "pa~-eoTpuT se UOT~ET1-e~suT pUE )(.:rOM op O~ ~Tm.:rad -e UTE:j.qO O~ apEm Aqa.:raq sT UOT:j.E6TTddV . ':j.uamdoTaAap pu-eT pu-e '6u1uOZ 'uoT:j.on.:r~suoo 6uT~eTn6a.:r SM-eT aTqE011ddE T1-e q~TM aouE1Tdmoo uT auop aq 11TM )(.:rOM 11e :j.eq:+ pue a:+e.:rnooe STuoT:+eoT1dde sTq:+ uT uOT:+-em.:roJuT aq~ TTE ~eq~ AJT~.:rao I iliIAVOI~~~ S,~3NMO/S,~OiliJVHiliNOJ '3 '~uamaouallillioo o:j. .:roT.:rd lI.:rauMo" aq~ o:j. ~T .:raATTap o~ q:j.TEJ po06 uT aSTmo~d pUE ~uamnoop paqT.:rosap aAoqE aq:j. 10 };doo -e pau1E:j.qo aA-eq 1 :+-eq~ A1T.:rao 1 'lI.:rauMo" aq:j. ~eq~ .:raq~o auo~mos sT :j.u-eoTTdd-e aq~ 11 'S.IT-e1J~ .IamnsuoJ pu-e a.:rn~TnoT.:r6~ 10 ~uam~.:r-edao -ePT.:roT~ aq~ };q pa~-eda.Id lIapTn~ uOT~oa~o.:rd.s,.:rauMoamoH - M-e~ ua11 uOT~on.:r~suoJ s,-ePT.:roT~" JO Adoo -e q~TM papTAO.Id uaaq 8a-eq ':j.u-eoTTdd-e aq:j. 'I :j.-e4~ A1T:j..Iao I (a30N3Wv SV 'S3J.O.r,VJ.S VaI'80~a: 'ElL '83J.dVHJ) MV~ N3I~ NOIOJ.JO'8J.SNOJ ' 0 S33~ NOIJ.J3NNOJ XJ.I~IJ,O ON~ S33~ J.J~dWI NOIJ.~J.~OdSNVHJ, ,oJ 'STTTq.:rAqdaZ JO A~TJ aq~ uT sa6aTTAT.:rd 6uT~~1m.:rad o~ paT:j.T:j.ua :j.ou S1 PUE pasua01T};1~ado.Id ~ou ST aq ~Eq:j. uOT~-eoTpUT u-e aq };-em :j.-eq:j. .I6~0-e.I~uOO SE u.6Ts O:j. no}; saqsTM .:ro:j.o-e.:r:j.uoo aq~ 11 ')(.:rOM aq:j. .:roJ aTqTsuodsa.I a.:rE /~O~OE~:+UOO a4~ UEq~ .:raq~E.:r 'no}; ~E4:j. 6uT:+-eoTpuT a.:r-e nOA '.:rO:j.OE.I~UOO aq~ s-e su6Ts .IaUMO aq~ se 'noA 11 'aTqTsuodsa.I aq TT1M };aq~ qOTqM .IoJ UOT~EOTTddE sTq~ JO IIsuoT~oas .:ro~o-e.I:+uoj" aq:j. JO SU01~iod u6Ts (S).:rO:j.OE.I:j.UOO aq~ aA-eq o~ pasTApE sT aq 's.:ro~o-e.:r~uoo .:ro .:rO~OE.:r~UOO -e pa.:rTq s-eq .:raUMO aq~ 1T 'a~olli~a4~.In3 "OC::00-G8L-ET8 '~ualli:j..IEdao 6uTPTTns STTTq.:rAqdaZ 10 };:j.1J aq:j. :j.o-e:j.uoo o~ pasTAp-e a.I-e };aq~ ')(.:roM papua~uT aq~ .:roJ ATdd-e Aem s~uallia.:rTnba.:r 6uTsuaoTl ~-eqM 0:+ s-e u1-e~.:raoun a.:r-e .:ro~o-e.:r~uoo papua~uT .:ro .:raUMO aq~ JI 'M-el a:j.-e:j.s .Iapun UOT~ET01A .:rou-eamapsTm -e .:roJ pa:j.To aq .};-em .:ro~o-e.:r~Uoo pu-e .IaUMO aq:j. q:j.oq 'M-el };q pa.:rTnba.:r s-e pasua011 :j.ou sT .:rO:j.o-e.I:j.uoo aq~ J1 'su01:j.-eln6a.I l-eO~J pu-e a:j.e~s q~TM aou-ep.IOOOE U1 pasuao11 aq O:j. pa.:rTnba.:r aq };-em Aaq~. ')(.:rOM a)(-e~.:rapun O~ s.:ro~o~.:r~UOO .:ro .IO~o-e.:r~uoo -e pa.:r1q s-eq .:rauMO aq:j. 11 S3IJ,I~ISISNOaS3~ ~OJ,JVHiliNOJ ON~ S~O.LJVH.LNO:J a3SN3:J1~Nn ,os "SUOT~01.:r~sa.:r paap alq-e01TddE AU-e q:j.1M aouETTdmoo .:roJ };:j.TT1qTsuodsa.:r samnss-e pau6Ts.:rapun aqJ, "SuOT~eTn6a.:r A~TJ u-eq:j. aAT:j.oT.I:j.sa.I a.IOlli aq AElli 40TqM IIsuoT:j.o1.I:j.sa.:r paap" o:j. Qoa~qns aq A-em ~Tm.Iad sTq~ ~-eq~ spu-e~s.Iapun pau.61s.Iapun aq.L SNOI.L:JI~.LS3~ 0330 30 3~1~ON .~ ~OiliJVH.LNOJ :3~nili~N~IS CI~Y OF ZEPHYRHILLS PERM~T A~~~~~~~~vu BUI;IDING DEPARTMENT 5335 8TH st, Zephyrhills, FL 33542 -"1 - "2 Lr f1 813-780-0020 FAX: 813-780-0021 &' DATE RECEIVED PHONE CONTACT FOR PERMITTING '7 ( )~ I f.t; d-- 0 OWNER' S NAM~I' nr.. ,Je flJ JOB ADDRESS Ze. ph yr . Rt?za, LEGAL DESCRIPTION: LOT(si '\ 0/3-/~:Ld ((t~ j)Lu. S J PHONE ~ 13 -,ji I - ~ 5953 ~a.A/ f3Jvd 2ff FL .33)"'/.:t. BLOCK SUBDIVISION PARCEL 10 * WORK PROPSED: RDNEW CONSTRUCTION o SIGN PROPOSED USE: OSGL FAMILY DWELLING ~ COMMERCIAL IOBTAIN FROM PROPERTY TAX NOTICE\ o ADDITION o MOVE o ALTERATION o REPAIR o INSTALL o DEMOLISH OMULTI-FAMILY o INDUSTRIAL 0* OF UNITS o SWIMMING POOL o MOBILE HOM o OTHER DESCRIPTION OF WORK D. REST1~.uRANT &" HEALTH DEPARTMEt~,T ,AP!?ROVAI, elK:.<I!.-H o~ aD I CL Vi ~~ mc:xe:l).~ 'I' . ,,-ttd-t IN-> J X /I C ()'L-t'r{.~c. " ~ol I;), II Jku:.J..J I.U. r--ll'(\ BUILDING SIZE SQUARE FOOTAGE h::.-:r HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY IF SIGN PERM~T ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. & (1) SET ENERGY FORMS. FORMS. (J ~ PERMITS REQUESTED ~. BUILDING o ELECTRICAL o PLUMBING o MECHANICAL $ ;2100.00 VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o Progress Energy o W.R.E.C. $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES 0 NO SIGNATURE COMPANY \N~ ~t COO\. ~ C~VLt.y(. fe.- (7C FL STATE CERT OR REGIST * C 1~e..1 J.. '5 dO{Jd BUIIDER ***********.*********~*************************.****************** \.0', \ \ .Cc\)~ -, n Tc.o S'<{Y' ELECTRICIAN COMPANY \'\lO.r'+u-r- E l e e-+V-1.. c:::..... SIGNATURE , STATE CERT OR REGIST # ****************************************************************** PLUMBER 2 .>l COMPANY SIGNATURE STATE CERT OR REGIST . ****************************************************************** MECHANICAL COMPANY SIGNATURE STATE CERT OR REGIST . ***********************************.***************************** OTHER COMPANY SIGNATURE STATE CERT OR REGIST # OWNEk eel JOB LOCATION Zf phlfr EPIIYRH.ILLS BUILDING DEPARTMENT ~~e PLu J')/()?~ :5953 GeLl/' Blyd 2 If FG 3 3 )-(/ ;;t PARCEL 1.D.'# SIIOH ALL EKISTUIG & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. el- L\- iJ'. t ~ p1' Se~ UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. FRONT PROPERTY LINE (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR Rl, R2 ZONING 60' 2. SETBACKS FOR R3 ZONING 60' la' P E- R X 0 I la' P S la' 0 T S I E N D G 20' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30'DUPLEX 1 0' FRONT PROPERTY LINE FRONT PROPERTY LINE '.'~';~.JI.....'.1.'.~..... ..' '~#,., - 'A'~. 7""""Il~'1~~~:'~$~.' "~ ~;.. , ~~ ~ ,"i~{ "~ ;( " ~. b .. ;, " " ,.J', ' , ", '\,;;' .,!<,' 4 .." '.', '~:~:;~j ,'" ',., 1 " Xr ~ . ;~,~;., 'Zt;u1J' t.... '. (."r I X" .{_..~' ;'~"".t'""""~'" . _~':"'" ..,.,.: · t. '..... .;~..~ ;~,J~ _.~.~ ....."..;:;.c bAlity-I~+ .. lK. r .;;~ (.;J" -H,( ~ .~. ~ .-..... i ' ,~' · r-'~. .re(,,~fJi!' . " ---..... . .' "",,"'""'- . . --'t\~~;. l*" \.~. .... .. ~ '.':,. 'C.. r-.'~: .""-!". ,<."'; _ , "" ~ . I , ....' ,r "" '" , . hdo~~~.;eb;; " \ ,. 'g. 92 i .. ~.-...(:~,. . . ::.~, ~':', .. ~ :11.: "") ,'-' j FEB-17-2006 15:24 PASCO COUNTY DEV REVIEW 727 815 7000 P.01/01 .,. ., ~:: ~; ," " .' " , ., ., .., , ~ ,,, ------- -. --.....-,,- \ .~ ~\. ,;' ,', ("~ :~'t 9OOG-" 't-a,3= ;:~. --- -......-... .. .,..... .,...-..... 10'd 1Z00 08l. ~lS .. 'I ',," r" . 1 '" , " City ~,of ~Ze.ph.ym'ins Building.: Department 5395 glh Street :ZephyrhUl$, :Florida '93542 81~780-0020 , ~., Fax.Cover Sheet . i \ r:-t"t2!r1 -r~ DATE: SUBJ: JO,dy/Gail Karen 2~17-06 'Numeric ,Address " , Fax: 727 -815':7000 / , :.,' ': :{ -:.' Could you Ple.pe p~v~ a num~, for 1he below project. If 'You' have any questions, plea~e contact me. Thanks. " :' . : 1t.\'=I' . . \ \. '~\"\t'i;.~ "~I,:. ' ':'~~~:~,./~ .. .: 4 .F:.;~;.~~r;.:)..' ,..~ "/~". ~: \~:: , ' ". " Parcel 10; Type: Lot#; Street Facing: 1 0~2e..21~OO~o-oo.OOO..0030 Commereial'- Ice Machine-5elf Serve (\ \ 'I- \, Ct:rn~-a..~ ~ A< t)") None! Gall BJvd Ne~~ ~6~s ~ p.-oc:;~s ~~. :"1, ': :i.. ,..\-' " ':,: ., " , '" ,J, ;~ '.' '~ ,; F?I/.f G~jj tJlvcl " , ' l.c~.' , \' .. .' " ' .t'" " ~..' ,{: ., , , :: " ,': (,1 ,,' " ':'~ . , " '\ 7; I 't, , '. ~ ,"'1)1' , .~. ~~ I, . ' ~-;' " \" ")'~( . .' "':'r TOTAL P.01 City of Zephyrhills Building Department 5335 8th Street Zephyrhills, Florida 33542 813-780-0020 Fax Cover Sheet TO: FROM: DATE: SUBJ: Judy/Gail Karen 2-17-06 Numeric Address Fax: 727-815-7000 Could you please provide a numeric for the below project. If you have any questions, please contact me. Thanks. ParcellD: Type: Lot#: Street Facing: 10-26-21-0020-00000-0030 Commercial - Ice Machine-Self Serve (l \ f.. \ \ LGnL'{e....\tz r A\)") None Gall Blvd Need Mc\ress ~y Pco,\,ess ~scr' .r ': i;: 1 r ~ ,,:E.. ' ~'f~ J li i }{-.---. \f'''''~' -.....-... .I( ~ I;.. , --~ ~~;~~..rti._ . _i""J\t" "J'": i't ~.' ~ ~; '.:Jai;., ",'-'-- l" i I ~'II -~- ""fJ, I ''''..~._ :...,,,..: ,,/:\ C OAof. v-l"+ ,-- "~: ::" I j /I 'fi...t '_A~'A-~,- . _ '. f'--.', ' r " .re /Y) t~.r' ._~~.. -:; ~,> ~ 1 I .....' Jf"- . " ~ -: ~~- J'i-- 'lj- , : ' . , ';" [. bon'O~OO?loD~obd6 ' 9.92 ~ '~ -:":."._~1~. ~" ",.., " .. ' , ~ . .;tI:"~ -,- t 'tic t ':' ,~ ..., ...; .'vU.Y '.UI .,L.C,pIJYII.III'I~ Building .Department 5335 8th Street .Zephyrhills, :Florida '33542 813-780..Q020 ' :FaxCover'Sheet TQ: FROM: DATE: SUBJ: Judy/Gail Karen, 2..;17-06 'Numeric Address Fax: 727 -815~7000 Could you please provide a numeric for the below project. If -you have any questions, please contact me, Thanks. ParcellD: Type: Lot#: Street Facing: 10-26-21-0020-00000-0030 Commercial:- Ice Machine-Self Serve (l \ i- \ \ ~c.~\tt (1 A-t) ') None Gall Blvd \'.\e~ Md.~s ~ P'C~<255 ~<r', ........................... .........,......,.....,.. ....................... ............,.".,.. ................. '::c:' ............................. ................"......, . ....................... . ..........'"..,.... .................. ................. E~S XO :;l.LON/:adX.L OOOLS!8LZL!8 H:aAI:a:l:aH TO/TO'd Wd 8Z:TO IH~/900Z/LT/g~~ ~HOd~H NOI~~VSNVH~ w. A. "Bill" Burgess Director of Building Licensing & Zoning CITY OF ZEPHYRHILLS "City of Pure Water" Building Department 5335 Eighth Street. Zephyrhills, Florida 33542-4312 (813) 780-0000 . Fax (813) 780-0005 March 16, 2006 Ms. Vicki Relyea Ice Plus 0421 Chancey Road, Unit D ephyrhills, Florida 33542 ear Ms. Relyea: Ref: Permit 5458 5845 Gall Blvd. his letter is in response to your inquiry regarding a Progress Energy overhead service for the bove permit. The overhead service line/pole is approved by the Building Department jf it is in ompliance with all the necessary codes and required clearances. If you have any questions regarding this, please contact us at 813-780-0020. Thank you. incerely, i1~:':es~"-e' uilding Official COOI'-5 AND ST NJDN>DS STRUCTURAL DESIGN BASED ON THE FLORIDA BUILDING CODE 2004 (FBC). 1lI1NIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318, AISC SPECIfiCATION FOR STRUCTURAL STEEL DESIGN GE4WJ. DO NOT SCALE DRAWING, USE GIVEN D!t.lENSIONS ONLY, ALL DIt.lENSIONS MUST BE VERIFIED BY THE CDNTRACTOR IN THE FIELD, THE DIMENSIONS SHOWN AR ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT, ANY llIAJOR DISCREPANCIES llIUST BE BROUGHT TO THE ATiENTION OF THE DESIGNER It.lMEDIATHY, ALL WORK SHALL BE OF TJojE HIGHEST QUAUT'I FOllOWING THE MANUFACTURER'S SPECIfiCATIONS ALONG WITH TJojE BEST TRADE PRACTICES AND STANDARDS, ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST POOR WORKIIlANSHIP AND DEFECTS, DESIGN DEAD LOADS I' ER FBC LIVE LOADS FLOOR 40 PSf ROOF 20 PSF / WINO LOADS BASED ON A VELOC!TY OF '20 MPH PER FBC FIG. 1606, IMPORTANCE FACTOR I = 1.0; EXPOSURE -B; INTERNAL PRESSURE COEF GC = + /- 0,55 (PART!ALL Y ENCLOSED BLD.) COMPONENTS AND CLADDING WINO PRESSURE = 65 PSF UNO. CONTACT ENGINEER FOR ANY OTHER SPECIFIC WIND PRESSURES NEEDED, SOll ASSUMED MINlhWllI SOIL PRESSURE OF 2000 PSF. ALL CLIAN FILL TO BE "ECHANICALL Y COMPACTED BEFORE AND AFTER ALL GRADE SLAB EVACUATIONS ARE "ADE TO OBTAIN MINIMUM SOIL PRESSURE, ALL CUAN FILL MECHANICAllY COMPACTED BY A WAU< BEHIND VIBRATING COMPACTOR OR "JU"PING JACK" SHALL BE DONE IN 12" LIFTS MAXlllIUM. STll,OCrull.'l. STE8. ALL STRUCTURAL STEEL SHALL BE ASSU"ED ASTM .1.36 UNLESS NOTED OTHERWISE (UNO), ALL STEEL SHALL BE SHOP PRIMED UNO, WELDING SHALL BE IN ACCORDANCE WITH AWS USING E-70 ELECTRODES, ALL WELDERS SHALL BE CERTifiED, METAL SURFACES, GENERAL FOR FABRICATION Of WORK WHICH WILL BE EXPOSED TO VIEW, USE ONLY MATERIALS WHICH ARE SMOOTH AND FREE Of SURFACE BLEMISHES. STRUCTURAL STEEL AS FOLLOWS: ANGUS PLATES AND BARS: ASTM .1.36, STEEL I-SHAPES: ASTM A 992. HOT FOR~ED STEEL TUBING: ASTM .1.50 I. COI.D-fORMED STEEL TUBING: ASTM .1.500, GRADE B, BOLTS: ASTllI A~25, ANCHOR BOLTS; ASTllI .1.307, HEADED TYPE UNO, UNfiNISHED THREAD FASTENERS; ASTllI .1.307, GRADE A, REGULAR LOW CARBON STEEL BOLTS AND NUTS, HEAVY-HEX NUTS: AST!j .1.563, HARDENED STEEL WASHERS: ASTM F436. STRUCTURAL STEEL PRIMER PAINT: FABRICATE AND ASSEMBLE STRUCTURAL ASSEMBliES IN SHOP TO CREATES EXTENT POSSIBLE, FABRICATE ITEMS OF STRUCTURAL SIEEL IN ACCORDANCE 'H\1H AISC SPECIFICATIONS AND AS INDICATED ON FINAL SHOP DRAWINGS. PROPER MARK AND MATCH llIARK "ATE RIALS FOR FIELD ASSEMBLY. FABRICATE FOR DELIVERY SEQUENCE THAT WILL EXPEDITE ERECTION AND MINIM!ZE FIELD HANDLING Of MATERIALS, WHERE FINISHING IS REQUIRED, CO~PLETE ASSEMBLY, INCLUDING WELDING Of UNITS, BEFORE START OF FINISHING OPEP.ATIONS. PROVIDE FINISH SURFACES Of MEMBERS EXPOSEO IN FINAL STRUCT\JRE FREE OF MARKINGS, BURRS, AND OTHER DEFECTS. CONNECTIONS: WELD OR BOLT SHOP CONNECTIONS, AS INDICATED. BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED, PROVIDE HIGH-STRENGTH THREADED FASTENERS FOR PRINCIPAL BOLTED CONNECTIONS, EXCEPT WHERE UNFINISHED BOLTS ARE INDICATED, PROVIDE UNFINISHEO THREADED FASTENERS FOR ONLY BOLTED CONNECTIONS Of SECONDARY FAMING TO PR:I.iARY MEMBERS (INCLUDING PURLlNS, GIRTS AND OTHER FRAMING MEllIBERS TAKING ONLY NOM!NAL STRESSES) AND FOR TEMPORARY BRACING TO FACIUTATE ERECTION, HIGH STRENGTH BOLTED CONSTRUCTION: INSTALL HIGH-STRENGTH THREADED FASTENERS IN ACCORDANCE W!TH AISC"SPEClfICA TlONS FOR STRUCTURAL JOINTS USING ASTM .1.325 OR .1.490 BOLTS" (RCRBSJ). BOLTS SHALL BE 'SNUCTIGHT." HOLES FOR OTHER WORK: PROVIDE HOLS REQUIRED FOR SECURING OTHER WORK TO STRUCTURAL STEEL FRAMING , AND FOR PASSAGE OF OTHER WORK THROUGH STEEL FRAMING MEMBERS, AS SHOWN ON FINAL SHOP DRAWINGS. PROVIDE THREADED NUTS WELDED TO FRAMING, AND OTHER SPEClAlT'l ITEMS AS INDICATED TO RECIEVE OTHER WORK, CUT, DRILL, OR PUNCH HOI.ES PERPENDICULAR TO METAL SURfACES, DO NOT CUT HOLES OR ENLOARGE HOLES BY BURNING, DRILL HOLIS IN BEARING PlATES, P.E1'W'ORG:<G ,IOE. DEFORMED REINFORCING BARS PER ASTM .1.615 GRADE 60. WELDED WIRE FABRIC ASTIlI A185--M!N!MUM LAP Of TWO SQUARESA REFERENCE THE REINFORCE"ENT DATA TABLE IN THESE PlANS FOR \ ~ ! ADDITIONAL DETAILS AND INFORMATION, '-......-/ CCiNCflfrE 1lI1NIMUllI 28 DAY COMPRESSIVE STRENGTH OF CONCRETE F'c = 3000 psI. CEMENT PER ASTM C-150 TYPE I, NORMAL WEIGHT AGGREGATE: FINE AND COARSE AGGREGATE MEETING ASTM C33. hlAXlMUllI AGGREGATE SIZE Of j". PROHIBITED ADMIXTURES: CALCIU'" CHLORIDE, THIOCYANATE OR ADMIXTURES CONTAINING MORE THAN 0,05" CHLORIDE IONS ARE PER"ITTED, ND ADIilIXTURES SHALL CAUSE AN INCREASE IN SHRINKAGE WHEN TESTED IN ACCORDANCE WITH ASTIIl C494 AND ASTIlI CI57, 1lI1NIMUhI CONCRETE COVERAGE FOR REINFORCEMENT SHALL BE AS FOLLOWS: FOOTINGS 3. SlAB ON GRADE , I" COLUIilNS 1 I" BEAIllS 1 l" WALLS 2" OOIlCi'ill (OON'T) FOUNDATION AND SLAB ON GRADE SHALL 8E CONSTRUCTED ON ClIAN POISONED FILL COMPACTED TO 98% OF ASTM SPECIFICATION D-698 (STANDARD PROCTOR DENSITY,) DISCHARGE Of THE CONCRETE SHALL BE COMPLETED WITHIN I -2 HOURS OR BEFORE THE DRUM HAS REVOLVED 300 REVOLUTIONS, WHICHEVER COMES fiRST, AFTER THE INTRODUCTION OF THE MIXING WATER TO THE CEMENT AND AGGREGATES OR THE INTRODUCTION OF THE CE"ENT TO THE AGGREGATES. WATER SHALL NOT BE ADDED IN THE FIELD UNLISS APPROVED BY THE ENGINEER. USE VIBRATORS FOR CONCRETE CONSILDATlON, PLACE VI8RATORS IN CONCRETE RAPIDLY TO PENETRATE INTO PREVIOUS LIFT BLENDING TWO u'YERS A,~D MINIMIZING OR EUMINATlNG TRAPPED AIR BETWEEtol CONCRETE AND FORM. VIBRATOR HEAD SHALL NOT BE ALLOWED TO CO"E WITHIN 3" OF FORIll FACE. VIBRATORS SHALL BE 2-t TO 2-j" IN D!AMETER WITH A "INlllIU" FREQUENCY Of 10,000 IMPULSES PER MINUTE. USE AND TYPE OF VIBRATORS SHALL CONFORIlI TO ACI 309 "RECOMMENDED PRACTICE FOR CONSOliDATlOtol OF CONCRETE." ~A TtR:ALS CRl "'tRIA I. A_L DMENSlONS Sl<OULD BE '<tRIFlED !N FIELD. 2, Ail TUBE STEEL IS GRADE 36, SERIAL jlBMT A5oo8 28077885 H-jN52250 06/17 /05 ~ADE IN USA. 3, AU WBE STtEL !S '0 BE EPOXY COATED, 4, ALL S1RUCWRE XilN1S ARE IIt:.DED AS SHOWN. 5, TANKS SPl:CIFlED ARE MA.~UrAC1URED BY PIX Y-PROCESSING, ~ONROE, lA 6, SPl:ClfICA noN Of TANK; SlNGLE TANK ?Ol ytTlm.ENE, 4' P:lL YUREThANE INSl.I.A TlON. ~ASTIC WATERPROOf OOTER COATING, W ACCESS hA'Ch. :lEA S/S lIfTlNG HOOKS 7, Ail INFORMA noN PROV1DE~ HERE SHOULD BE VERIFIED 'lIITH ~ANUF AC TURER Of PRODUCT, CALCUU TlONS Of ICE CAPACIT'i': AREA Of ICE STORAGE R- 2'-8' H- 8'-~' A=22.4 SO FT C~ '6'.~' STORAGE CAPACIT'I Of 'CE C\)BES VOlUME - '65 CU FT 2513 + / .POUNDS Of ICE R FAC10R~ R-7 PER !NCH X 4' ~ R-28 IltIGHT Of TANK S TANK WITH 4' INSULATION = 400 +/- LBS 'CE ~ACHINE ~OOEl , 1000SllI W::IGH1~ 1660 LBS CONDENSER IYEIGHT ~ LBS lltiGHT Of STEEL TOTAL STEEl IYE!GHT = 5,152 LBS THIS CONCEPT IS SOLEY THE PROPERTY OFICE PLUS OWNED BY MICHAEL RELYEA ANY REPRODUCTION OF DRAWINGS MUST BE AUTHORIZED IN WRiT!NG BY HIM SOLELY, 6 Dl ! : Co FOUNDATION CD PLAN VIEW 1 SCALE: '/4' = "-0" STA~DARD f;OCK ' LAP SPLICE -/-EMBED~XENTTSH-E)f---- -- -- /- :~r" --PIN DIAMETER REINFORCE~ENT DATA TAQBLE CONCRE"C: MASONR f BAR PIN SllE D',A H LAP SPl SH E H LAP SPl SHE 13 2.25 5 2' 575 6 18 9.25 '4 3.0 6 28 7 ,0 B 24 12,0 15 3.75 7 36 950 10 30 \5,50 16 45 8 43 1150 '2 35 18,50 17 525 10 62 13,50:4 42 21.75 NOTE: TABLE BASEO C~ F'c-300pSI OR 60ksi, ACI 318-02, AC'530-02 ~ ICE "ACI"I~E ~_u_"'_'- f1O\ V -"'- ,7~// 4 EACH A.~GLE 3X3X t ALL FOUR SIDES '0' V ~ l 1;1 ;:! ~ ~ I r~ ! ~ ~ ~ ClT<!1 \ ,~"L, ~ "-V i -;--_._--,,- f3\ V f2\ V (i\ V , " I I '.. @) ;~A~EV~J~.o~ "~O? SKIN 6 D' g'-7" ~u_ ~ -;~~,- u___ l' /-' r:=:;:: ALL HORIZO~T AL OIJTER FRAME TS4X4Xi I I '", -~{m - ALL POSTS r ,,/ TS6XSxi "r.=J iiiiii" & LONER SUPPORT @ PLAN VIEW 1 A SCALE: 1/4' = "-0. lNG SHALL COMPLY WITH BUlLD LlCABLE BUlLDlNG, ALLAPP UMDlNOAND ELEcrR1CAl;~ P60DES. MECHANICru- o I ;,. -(V- ,- TS SX6XI/4 I -- TS 4X4X'/4 -~--'\= r=4= 7>-- ~ FLANGE 3X8X~ j" '<0. ~ B _~b=~' -~- FLANGE DETAILS SCALE: 1/2" = "-0' CD TS6X6Xi TS4X4Xi / / I -....-----=- 1,------:;> ~l - -' rA\ ~/ ~--2 :\.. --^v i @ D!AGONAL BRACiNG FLANGE DETAILS SCALE: 1/2. = ,. - 0" - -'-- -~--- ICE . ' '" ~! '"" I, ni "ACHINE ; , _ "<---- ____..J_----L.. '- -- TS6X6 POST -....... llU ~OTES: , BOlT NOT SHOW"! IN O[:AIL A FOR CLAR!TY 2, ALL TUBE STEEL CONNECTIONS .1.325 rX 2' BOL TS W / WASHERS, 3 ALL WELDS rUNLESS CTJojERWISE NOTE) M10 TYPICAL JOINT DETAILS ~ SCALE: '/2" = "-0' !CE MACHI"IE -- / "\ :J "'- .. L.. .-~- LJll, @ ;c:~TI~~ ~ "-0' 6 D' -'- A l.. :'~ _1'-___ g'-,. I'_ 2'-0. I 2' 0" 2'-0. 3'-1. -~1 :-..;=--:-~-~- -'-- --- A \!V 0, -'<--- TANK SUPPORT o ~c~~N ,/:~E=W,,_O" ~'-S4X4 '\ ~ I -~ -iI-- 6'-2" - ---~- @ MODEL 1000SSM 12 SCALE: 1/4' = "-0. ICE MACHINE I , ! '--<,1:.1~. " i' '.~ I tv ::1 '- ~ ... '~ 7"',,' : " LJ,:, '. ;" " ". ' T CD SECTION 2 7 SCALE: '/4. = "-0. 6 Dl 9'_1- -~- f i , '\-- - -'- I A v r J[ ~ ~ . I 'N -'- '. .A .~ --- ~~TS4X4 '~ "'I ~ STEEL GRATING " ' XI' BAfN>RAl CUT TO ,. CLEARANCE --EB NOTES: 1, SEE DETAIL ONE FOR !TEMS NOT SrlOW~, BUILDING SHALL c~~p~: WITH ALL APPLICABLE C1: " \.If C'I ("'\'\'.. "r \",rrs- ZEPHYRHILL,:" 2'-'- - -,I-""----'-I'- TOP RA!L AND M!D SUPPORT ri"\ PLAN VIEW o SCALE: 1/4' = 1'-0" I '-LJ Jb~ ~~~~E~ ~~~~~~ 8\,,~V-1)) BUILDING OFFICI A -~ D -~f..t' ^ --- v -------IS' XIS' X " PLA-E W/ ~'X 7' EPOXY ANC~ORS W/ LEYH!~G NG'-S - ORILL/EPOXY ATR W/ SI"PSON SET EPOIY --~-#3 Q 12 O.C, EACl1 WAY r.(f j'- If5 CORNER BAR, ~! ~, :;:--""g --- r ALL THREAD ROD W/ LEVELING NUTS. HOT JIPPEJ GALVAN!ZED. REVISIONS BY ::0 10 01 G"> 'Ji OJ ,~ i'0 Q) Qj ::0 L"O ::0 01 ~ I': I c.Nr0 0"01;1:0 Q) 1"0'0 0r0gr00 E"O$:C;::~ c ...., '0 >-'05~~ 0... G"> c. :.c I'--- ,~-D '>.,~ (() ;t: I'---..c ' .- Or0o..r0 OO1;~1:O ~~ z o - E-< ~ :::;s~ ~~ 0>-- ~~ro Z~C\1 -~C\1 l'- E-< ~ ' u~~ <t~~ E-<~C\1 Zu~ 0-- U:::;Sro ~ ~ (/J ~ ~ >-< ~ ~ >-< ~ p.. ~ (/J N Z '~ ~UN O:~j E-<cn"p.. ::a~~ ~~>-< P=lo..~ I p.. (/J~~ ~8N (/J Z j p.. A Z ~ (/J ~ E-< o Z ~ ~ ~ ~ Z ~ o .1\ - ANGLE 3X3Xi ~ ... S/S" GRAJE S BOl TS < ,-- ~- - - 3X3X l ~--/7. .. //-^v- --TS4X4 -~ roo va. ;Z ~ 6000 PSI FINE NONSHRiNK GROUT 15 CORNER BAR TYP EA. CORNER Of FOVNDA nON r I~ r~~ " ~~~~ '-D ;: <;( w~ :i::J;;?:5 ::iUL.....lL '-- 15 CONTINUOUS @ ~c~~~ ~/~.T~O,~_o~ E TAl L ..... ~ en ;3 p.. _ _ --- ------ - Date: 01/22/06 Scale: AS NOTED _/---- 1"- ~Q\JARE_____I'_ I '_1'" -1 ---I'- I . - IS ,BAR -v- ~=J = L i'"'=J~ -~ ~ ~1Cfl--- 1- F- =r ~ :t: _ SE,,;;:,c' ,~8:';D ';'"HDe All LW - --- ! I +- ~ L 1 _I ~J '- STIEL PlACEMEN~ I 2000 LBS CONDENSER I I I \ I I liT \ 01 ) -+- ~ I T -Ii W -TURNDOWN Of 'seAs' 1 ~t--_ + --181~r- I -v-~~=Cll~~ : It- - L__~ "'-~ -~ L- :if 'I ~I Lb-~ "'- FLC!;,~jj)A cNGINNEFii(,iG SOIJLUTIONS, ;:K Certrn-~':e of .&..uit'ori::mron r~, 26300 po:,,,,, ~2.'l!.-S\t1.A.r.to<i<l, FL 3.357B/_ i'lI: 3~25Se~ -. - I ~ ~--zlr;:/cJg ...-:~ JonnA-He, PE~rid'Lk::;'.~tJO_ 55342 /'-- .. '~' I! ~ '- \..\- '.".. --nl..... -H 'i' +> f! =-- . .I,' ~.~ ,t -;1' ""~" ". . ''--..z '" . ! 16" MIN - /--- ------ /- : , _';:"u __, - ;~, -.- GA PERFORATED STEEL t X , ,t" FASTENED IJSING 2X2 t CUPS AN D ~'X , t BOI. TS ..-.: ) \. ---~- --..... , N I ;.., ! --I , I , ! ! I .____-.--->--3 !NNER SJ?PORT TS4X4Xt Ora. ....n: Ipg . ," ,. .', ,r:r. ' . ) \~) T '," I)" ,:I> _<-:0:;."" "_J.;" ',. ' . .~ Checked: JAH Sheet : ~ 1 1 Of: 1 Sheets Af'~~ K-~,JI)f}lI~}\l (^Y0),k OtNI~ pn__I~I\. (0 . i lU)))ficll;:-rJ ~JJll,t rLP10 jI~Ji- 51 t:J\J}iO , ~)p-.(rliiP /YJ7it-::JrJ-l L--fi1Tf::L r(2;.~I"" f~61 f'4~iiJ df (l.J).( ~lt1) ,. " ,,' i,. " . '- - '. " ...... .... '.. '1 == .. .,',' ..; " (Q\ ELEVATION 2 \.0 SCALE: 1/4. = "-0' 6 0' g'_I' -, ,! I I ICE MACH E L TOP ICE MACHINE SUPPORT 8) PLAN VIEW 4 SCALE: '/4" = 1'-0' COOES AND ST ANDAADS STRUCTURAL DESIGN BASED ON THE fLORIDA BUILDING CODE 2004 (fBC). !.IINI!.IU!.I DESIGN LOADS FOR BUILDINGS ~ND OTHER STRUCTURES ~SCE 7. BUILDING CODE REQUIRE!.IENTS FOR STRUCTURAL CONCRETE ACI 318. AISC SPECIFICATION FOR STRUCTURAL STEEL DESIGN Ge~EML DO NOT SCALE DRAWING, USE GIVEN D:II1ENSIONS ONLY. ALL DIMENSIONS !,jUST BE VERIFIED BY THE CONTRACTOR iN THE fiELD. THE DI!.IENSIONS SHOWN AR ACCURATE AS THE BASE BUIUlING DOCU!.IENTS PERMIT, ~NY !.IAJOR DISCREPANCIES !.lUST BE BROUGHT TO THE ATiENTlON Of THE DESIGNER III1MEDIATELY. ALL WORK SHALL BE Of THE HIGHEST QUAUn' FOLLOWING THE !.IANUFACTURER'S SPEClflCATIOt-lS ~LONG WITH TrlE BEST TRADE PRACTICES AND STANDARDS. ALL WORK AND !.IA TERIALS SHALL BE GUARANTEED ~GAINST POOR WORKMANSHIP AND DEFECTS. ~GN DEAD LOADS PER FSC LIVE LOADS FLOOR 40 PSf ROOf 20 PSF WIND LOADS BASED ON ~ VELOCIn' Of 120 t.lPH PER fBC FIG. 1606. IMPORTANCE FACTOR I = 1.0, EXPOSURE -B: INTERNAL PRESSURE COEF GC = +/- 0.55 (PARTIALLY ENCLOSED BUl.) COt.lPONENTS AND ClADDING WIND PRESSURE = 65 PSf UNO. CONTACT ENGINEER FOR ANY OTHER SPECIfiC WINO PRESSURES NEEDED. SOIL ASSUt.lED 1IlINIMUt.l SOIL PRESSURE Of 2000 PSf, ALL CLEAN FILL TO BE t.lECHANICALL Y COMPACTED BEfORE ~ND mER ALL GRADE SlAB EVACUATIONS ARE !.lADE TO OBTAIN !.IINI!.IUIII SOIL PRESSURE. ALL CLEAN FILL t.lECHANICALLY COMPACTED BY A WALK BEHIND VIBRATING COt.lPACTOR OR "JUMPING JACK" SHALL BE DONE IN 12" LIfTS !.IAXIt.lUM. S":1I.UCIUt'l. ,Tffi. ALL STRUCTURAL STEEL SHALL BE ASSUMED ASTM .1.36 UNLESS NOTED OTHERWISE (UNO). ALL STEEL SHALL BE SHOP PRIMED UNO. WHDIt-lG SHALL BE IN ~CCORDANCE WIl11 AWS USING E-70 ELECTRODES, ALL WELDERS SHALL BE CERTIfIED, !.IETAL SURFACES, GENERAL FOR FABRICATIOt-l Of WORK WHICH WILL BE EXPOSED TO VIEW, USE ONLY !.IA TERIALS WHICH ARE St.lOOTrl AND FREE OF SURFACE BLE!.IISHES. STRUCTURAL STEEL AS FOLLOWS: ANGLES PlATES AND BARS: ASTt.l A36, STEEL I-SHAPES: ASTM A 992. HOT FORItlED STEEL TUBING: AShl .1.501. COUl-FORMED STEEL TUBING: ~STM .1.500, GRADE B. BOLTS: AST!.I .1.325. ANCHOR BOLTS; ASThl .1.307, HEADED TYPE UNO. UNfiNISHED THREAD FASTENERS; ~STM .1.307, GRADE A, REGUlAR LOW CARBON STEEL BOLTS ~ND NUTS. HEAVY-HEX NUTS: ASTM .1.563. HARDENED STEEL WASHERS: ~STM F436. STRUCTURAL STEEL PRIMER PAINT: F ABRICA TE AND ASSEt.lBLE STRUCTURAL ASSE~BLiES IN SHOP TO CREATES EXTENT POSSIBU:. FABRICATE ITEMS Of STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS INDICATED ON FINAL SHOP DRAWINGS. PROPER ItlARK AND ~ATCH !.lARK MATERIALS FOR FIELD ASSEItlBlY, FABRICATE FOR DELIVERY SEQUENCE THAT WilL EXPEDITE ERECTION AND !.IINIIIIIZE FIELD HANDliNG DF !.IATERIALS, WHERE FINISHING IS REQUIRED, COItlPLETE ASSEM8LY, INCLUDING WELDING Of UNITS, BEfORE START OF FINISHING OPERATIONS. PROVIDE rlNISH SURfACES Of MEII1BERS EXPOSED IN fiNAL STRUCTURE FREE Of ItlARKINGS, BURRS, AND OTHER DEHCTS. CONNECTIONS: WELD OR BOLT SHOP CONNECTIONS, AS INDICATED. BOLT rinD CONNECTIONS, EXCEPT WHERE WEUlED CONNECTIONS ARE INDICATED. PROVIDE HIGH-STRENGTH THREADED FASTENERS FOR PRINCIPAL BOLTED CONNECTIONS, EXCEPT WHERE UNFINISHED BOLTS ~RE INDICATED. PROVIDE UNFINISHED THREADED FASTENERS FOR ONLY 80LTED CONNECTIONS Of SECONDARY F~MING TO PRIMARY t.lEII1BERS (INCLUDING PURlINS, GIRTS AND OTHER FRAMING ItlElIlBERS TAJ<ING ONLY NOItlINAL STRESSES) AND FOR TE~PORARY BRACING TO FACII.JTATE ERECTION. HIGH STRENGTH BOLTED CONSTRUCTION: INST~LL HIGH-STRENGTH THREADED FASTENERS IN ACCORDANCE WITH AISC"SPECIfICATlONS FOR STRUCTURAL JOINTS USING ASTM .1.325 OR A490 BOLTS" (RCRBSJ). BOLTS SHALL BE "SNUCTIGHT. " HOLES FOR OTHER WORK: PROVIDE HOLS REQUIRED FOR SECURING OTrlER WORK TO STRUCTURAL STEEL FRAMING , AND FOR PASSAGE Of OTHER WORK THROUGH STEEL FRAMING ItlEMBERS, AS SHOWN ON FINAL SHOP DRAWINGS, PROVIDE THREADED NUTS WELDED TO fRAMING, AND OTHER SPECIALn' ITEMS AS INDICATED TO RECIEVE OTHER WORK, CUT, DRILL, OR PUNCH HOLES PERPENDICUUR TO METAL SURFACES. DO NOT CUT HOLES OR ENLOARGE HOLES BY BURNING, DRILL HOLES IN BEARING PlATES, P.ElNfORONG S'rEl:1. DEFOR!.IED REINfORCING BARS PER ASTM .1.615 GRADE 60, WELDED WIRE FABRIC ASThl AIB5--MIN:MU!.I lAP OF TWO SQUARES/1'\. RE.FERENCE THE REINFORCEMENT DATA TABLE IN THESE PUNS FOR ""'\D1 r ADDITIONAL DETAILS AND INFORMATION. '----/ COlOfrc !.IINIt.lU!.I 28 DAY COMPRESSIVE STRENGTrI Of CONCRETE F'e = 3000 psI. CEMENT PER ASTIII C-l so TYPE I. NORMAL WEIGHT AGGREGATE: FINE AND COARSE AGGREGATE t.lEETING ASTM C33, IMXIMUhl AGGREGATE SIZE Of i", PROHIBITED AD~IXTURES: CALCIUM CHLORIDE, THIOCY~NATE OR AO~lxrURES CONTAINING MORE THAN 0,05" CHLORIDE IOt-lS ~RE PERMITTED, NO AD!.IIXTURES SHALL CAUSE AN INCREASE IN SHRINKAGE WHEN TESTED IN ACCORDANCE WITH ASTiII C494 AND ASTt.I C'57, !.IlNIMUt.I CONCRETE COVERAGE FOR REINFORCE!.IENT SHALL BE AS FOLLOWS: FOOTINGS 3" SlAB ON GRADE 1 I" COLU ~NS 1 j" BEAMS 1 l" WALLS 2" aJHQ'fTl: (aJN"T) FOUNDA TlON AND SlAB ON GRADE SHALL 8E CONSTRUCTED ON CLEAN POISONED FILL COt.lPACTED TO 98% OF ASTM SPECifiCATION 0-698 (STANDARD PROCTOR OENSITY.) DISCHARGE Of THE CONCRETE SHAll BE COMPLETED WIl11IN 1 -1 HOURS OR BEfORE THE DRUM HAS REVOLVED 300 REVOLUTIONS, WHICHEVER COMES FIRST, ~FTER THE It-lTROOUCTION Of TrlE illlXING WATER TO TrlE CEMENT AND AGGREGATES OR THE INTRODUCTION Of THE CEMENT TO THE AGGREGATES. WATER SHALL NOT BE ADDED IN THE FIELD UNLESS APPROVED BY THE ENGINEER. USE VIBRATORS FOR CONCRETE CONSILDATlON. PlACE VIBRATORS IN CONCRETE RAPIDLY TO PENETRATE INTO PREVIOUS LIFT BLENDING TWO lAYERS AND t.lINlillIZING OR EU!.IINATING TRAPPED AIR BETWEEN CONCRETE AND FORM. VIBRATOR HEAD SHALL NOT BE ALLOWED TO COItlE WITHIN 3" Of FORIII FACE. VIBRATORS SHALL BE 2-,- TO 2-1" IN DIAMETER WITH ~ MINI!.IUItl FREQUENCY Of 10,000 IItlPULSES PER MINUTE. USE AND TYPE Of VIBRATORS SHALL CONFORhl TO ACl 309 "RECOillItlENDED PRACTICE FOR CONSOliDATION Of CONCRETE." / MA TER:AcS CRl;rnJA I. All D'~ENSlONS 5l'OUll> BE V[,~IFIED IN FIELD. 2 >\Ll TUBE STEEL IS GR"oE 36, SERIAL jIlMT A500B 28077885 H'iI'52250 06/17 /05 ~AoE IN USA. l >\Ll TUBE STEEL IS TO BE EPOXY COATED. 4. >\Ll S1RUCTURE XilNTS "RE WELDED "S SHOWN. 5, Ti<NKS SPEClFlEO ARE MANUFACTURED BY pC\. Y-PROCESSlNG, ~ONROE. lA 5 SPECIFICA nON Cf TANI<; SINGLE TM,K POl Yl.Thl1.ENE, 4' POUURETH"NE INSULA noN, ~ASlIC WATERPROCf OUTER COATING, 19' ACCESS "A 'Ch, orA S/S lIFTING HOOKS 7. >\LlINFCR~AnoN ?RO'<1DED HERE SHOVLJ BE: IUlIFIED '....TH ~ANUFACTURER Cf PROOUCT. C ALCULA liONS Cf ICE CAP ACIW ARE" Cf ICE STORAGE R. 2'-8' H. 8'-J' A=22.4 sa FT C= 15'-9' STORAGE CAPACITY Cf ICE CVBES VOLUME . 185 CU FT 251J +/-POlJNDS Cf 'CE R F ACTOR= R- 7 PER INCH X 4' = R-28 'NEIGHT Of TANKS TA,~K ~Th 4' INSUtAT'ON = 400 +/- lBS ICE IIACHINE ~ODEL , 1000501 WEIGHT. 1680 lBS CONDENSER WEIGHT. LBS WE: GH T Cf STEEL T01Al STEEl WEIGHT. 5,152 LBS THIS CONCEPT IS SOLEY THE PROPERTY OFICE PLUS OWNED BY MICHAEL RELYEA ANY REPRODUCTION OF DRAWINGS MUST BE AUTHORIZED IN WRITJ.,G BY HIM SOLELY. 6 Dl _.;'--- ,,'- ' SQUARE -~~'-'" .f- ;::, I Co' 11" -.II'-'-/-- Pr FOUNDATiON CD PLAN V EW 1 SCALE: 1/4' = "-0" -/-~~~~%~l~l~sCrrE( LAPSPL,CE r- :J~ --PIN DIAMETER REINFORCE~ENT DATA TAQBLE CONCRE-:t: BAR PIN SIZE DiA ^ TS 5X6X1 /4 TS 4X4X1 /4 H LAP SPL SH H LAP SPl SHE MASONRY ,~-""ii=~~ <XJ 1D _~'Jc =~' -- ^v O ~LANIGE DETAILS ~ SCALE: 1/2' = "-0' ^ 1- "-., <' Z 13 2,25 FLANGE 3X8X! --- ^v--~ 18" X18" X " PLATE W! ~'X 7' EPOXY ANCr-ORS W! LEVELI'JG NUTS - u___ D~ILL/EPOXY A TR W! SIMPSON SET EPOlY -/3 a 12 O.C. EACH WAY "'-"'--_..~--'f- ~ ""! -- I ALL THREAD ~OO W/ LEVELING NUTS. HOT QIPPE:) GALVANIZED. -- --, I --- A~GlE 3X3X~ - 5/8' GRAQE B 80L TS . 0> I .... 5 21 5.75 8 18 9.25 8 2B 750 B 241250 TS6X6X~ TS4X4X l #4 30 #5 3,75 7 38 9.50 '0 30 15.50 #6 45 -, 3X3X l - TS4X4 1// / <I> ~ DIAGONAL BRAC!NG ~. @ ~CLA~EN~/~, ~~~~~LS ^, \.. "I0TES: - - V- - 1 801. T NOT SHOWN IN DETAIL A FOR CLAR Ti' 2, ALL TUBE STEEL CONNECTIONS .1.325 IX 2' 80L,S W/ WASHERS, 3. ALL WELDS r UNLESS OTHERWISE NOTED 8 43 11.50 '2 36 18.50 '7 5 25 10 B2 U.5O 14 42 21.75 ~O-E: T~8LE BASED ON F'ca300psi OR 60ks;, ~CI 3' 8-02, AC'530-02 --------,,- :.-----7.'~, ,/ 4 EACH ANGLE .3X3X t ALL FOUR SIDES b: i, # ,.~, l I J1 ,g '. ~ :';= " ~~ ~ ,,~.. ~~, ~ /I, L- ~ ICE MACHI~E /- I ,.;'---____ 9' - 7' -I5!8A~ 9'-" -r- tRl =J = L ::t'":J[Al -~ ~;;--- -- - lAJ - F- IB" X IS' X " L .J '- .... I rJ -: T ---:11 ..!. ----- -I I~ r -I ~101 -SEE DETAIL II ~~DD~t~ FO~ ALL i I+- J- L 1 _1--1:: '- sTIEL PLACEMENffi 200e LBS CONDENSER I I I I I 1 1 II \ 01 ! +-1- I T -Ii H -rJ~NDOWN Of'sLAB' : 1 ~t-_ -l -~f:J iJf- I -~@:]=Cl~:]~ : - L__-\ "- f1O\ V I f3\ V f2\ V fi\ V @) ;C~~EV~~.o~ ,.~o? SKIN 6 01 /-- r-"-1 - I '0> ----~ r hl/ I L.=..J - ~ ~ 4 LONER SUPPORT @ PLAN VIEW 1 A SCALE: '/4" = "-0' BUILDING SHALL COMPLY WITH ALL APPLICABLE BUILDING ELECTRICAL, PLUMBING AND MECHANICAL CODES. A10 TYPICAL JOiNT DETAILS ~ SCALE: 1/2" = 1'-0' l------ - ,- " "0 .1 i ... ! ICE MACHI'JE L- ':L'::..: Mf\t ~II I ,,- A , iiffiiiififfiii"jii),yomfll ,n, . "" I .1, ! "', " ~ , ,', : >: I U @ ~1T SECTION 1 SCALE, 1/4" = "-0' , 6 D1 -I 9'-1' u ,1-_ ,I- _~2' -o';i 2:,,2'-0' / 3'- l' ,l- I -~ AlL HORIZO"lTAL OUTER FRAME TS4X4X~ . . ' _, ~Ii !! :-------- A ~ '" ,~ I I I II! II - - TS6X6 POST TS4X4 . A ''0 r -'!---- ,5 CORNE~ 8A.~. ICE 'Xl' I! i-ll MACHI~E ~. ~, 6000 PSI FINE NONSl-iRi~K GROUT _'<<--_ _,_, _'__~____H" - .' ~ ~ z ..:>.. __ ,5 CORNER 8H TVP EA. CORNER Of FOUNDATION - ....- '" ~'>'" -'!<- .....' ...ffi.L.;J , ,- '" ~.,. !.o. . 1, ~ L , I . -; 2" ~ - ~ "" r- zer:::u...Cl::: ~ " . 4:lL..O~ r..;, ". ~!z ..: w ~ " ~d~2 '--.. , " ; ,"i ~ 2 #5 CONTI~UOLiS -/--~~-.f- 'i<-, I ''''', [ I I -k- ./---~'-- ,I- @ MODEL 1000SSM 12 SCALE: 1/4' = "-0' M11 FOUNDATiON DETAIL ~ SCALE: 3/4" = 1'-0" ICE !.IACHINE , "IT. .... ~, , V : . . . .o\Jr:~ ,., E': '" L .~>'Ii'V ".-.t::. ''','': ... ..c;....? ,,' .,,' . . '. . . , :.-- GA PERFORATED STEEL t X 1 ,t" FASTENED USING 2X2 l CLIPS AND ~'X 1 t BOLTS ;" . . I . == ,L.;;. : .' : . ;: __t2 II ~b 1 \)7 I , - - ~~- ! .. ... - d ./ '\ CD ;c:~;I~~ =21'_0' @ ELEVATION 2 8 SCALE: 1/4' = "-0' 6 01 6 01 "L--- I I I g'-1' g'-,' -.-----.- - /-- ,I- /--- -~ ~'\- " ';... r~~" ~ j~- ~~ ~,c..;..-- I N ~" .A v:y ----uTS4X4 II . N I ;.., ICE I MACH ~E ~'\- i 0> II J -' ! Ii INNE~ SJPPORT TS4X4X~ ALL P~S TS TS5X6X~ - '\---- STEEL GRATING ,t . X l' 8AR\,GRA1 CUT TO " CLEARANCE L L__-\ "- --E!j TANK SUPPORT CD ~c~~N 1!:~E~,,_O" NOTES: 1. SEE DETAIL ONE FOR ITEMS NOT SHOW!'.. BUILDING SHALL COMPLY WITH ALL APPLICABLE CITY OF ZEPHYRHILLS ORI\T:\1\;\JCE 2'- 1" - -~/- TOP RA'L AND MID SUPPORT r:i) PLAN VIEW o SCALE: 1/4' = "-0' TOP ICE MACHINE SJPPORT o ~c~~N 1/:~E=W1'_O' FLO~IDA ENGINNERiNG SOUWT/ONS, jiJ( Cerlif>c3le of "~tPQji::m."n 'b 28:JOO ,0 t>ox ; 238-.SAn M.roniG. FL :>3576 ~: 352.536L;27 ~i'ti 7"".A" ---- ~.v./r ----- ---r,.:L?I~ ~ A. Ho. PE-F",,,,,.4arse ...(5(;312 ~?/1)(, ~ / REVIEW DATE: ~I /' ClTY OF ZEPHY ILL~)i (..\ ~.....vY5'<1 BUILDING OFFICIAL_~J.: Pr,\J"t FC~NJ)A---yluN LA.J~l'd'-. /flrll2 ff\.-f\~"- l ~ INSj""fCfi ~tJ ('.~iU lil~un)p- )'1 6rJ~O SJi~o;D_ f\r~ r1.c1i ,JC U:i- mL~M ~ GlI~f\6t 0;:- I tru- ~(tj) REVISIONS BY co 01 0'> rg OI.~ n Q) Qi :ci 1-'0 CO 01 0 :--... I :2' '- N ,.r) Q) 0 'OJ) Xi - 'On ongno E'OS:4=~ C+-' n >'o5.!::?o 0.. 0'> .0 ~ --..: is 5., ~ . l!] (; r;; -g, ,.r) OD1;~Xi ~ z o ........ E-< ~ :2l~ O:::~ 0:;"" ~.....:lco Z~C\1 ........0:::C\1 l'- E-<.....:l ' U~-.:::l< ~~-.:::l< E-<"""'C\1 >-............. , i<'-<UI:'J o-~ u:2lco .....:l i::<.. ..... U'2 .....:l .....:l ...... ~ ~ >-< ~ p.. ~ N U'2 ~ E-< o Z .....:l ~ ~ ~ Z ~ o ~ U'2 ;3 p.. U'2 Z j p.. A ~ U'2 Z .~ jUN p..~j E-<cr.i'p.. ::3~~ ~.....:l>-< ~p..~ I~p.. U'2U~ ~......N Date: --- Soale: 01/ZZ/06 AS NOTED Drawn: Ipg Checked: JAH ------- Sheet : 1 1 Of: 1 Sheets