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HomeMy WebLinkAbout95-4948 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit N:~ 4948 ;g ff'..s-. v""D cmr0J~) Pmparty Owna'~ -'->>::: () j1 h ~ s4 ~ Job Address: G 9 b - ,...~ ......e_ Parcell.D. # 1;;2 - :J...6 -.:LI- 0 <27/0 - C) {)~ -0 0 - u &) / 0 Date 0-- / b"'- :?~- ;;20 - lor[) C--ELECiRICA1:'> .:L o. <J"i) ~) MECHANICAL Sewer Conn Water Conn: Water Meter: T,I.F.'s: Zoning: Energy Code: Radon Gas: Description of Work ~!l'h ?A..iJ--a_-~,./ ~) -<" ~ ,..4.../ ....-1/~"......--7--t7--4l./l~~ / NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. -- Ail work shall be performed in accordance with City Codes and Ordinances. Inspector Permit Fee tt....s '--~ S;gnatL,e L ~ Company _ _ Address Telephone# Valuation or ?'-7 Contract Price / ~ / 6 2, tJL) City License Registration # c2- () ~,~~ed e:ense. ff ~Z]; ~ ~/"-O~A jd BUILDING ELECTRICAL t;7 ~Slltf(.. ~i y>.q~48il.t Ftr. 3CS..qspLt/ Tp. Servo Pre SL __ ~ Rough In Lintel Meter Can f/c~/Vl / , PLUMBING &0 /Joni... - f:)-/~-1 -S- J~iu...-- SLB Breakers Tub Set Ducts Insl. Water Compressor Sewer Final ~-12--qt) A~ Final fo-ll.-e,5' j5iLL MECHANICAL FRM. Insul. CL ...., W L ML- fo--/).-7-) ,31tL. Driveway Const. Pole Pool n~AL Pre-Meter Final ~'$"'-3--q'5"U- REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. .. __.w ~ , -_._-~~ ., , .. ) " .. n" ... SS l.,.I:J.:JE.' 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J" tv M:7t.,,~ .ss W1.,~r~ ()~ 4LPf'1) , ....' n '~4AJ/l .. {. .~. ~ ~;,.~:z~r~ JTIPS ~ '-~~~m~'TIT.I~.l!:'..LI.III::::~:':.!...-' ~--....urTTTTT 11 r iT- =~ I L. -4' ' --=\ I' wr, - I ~. ~~ I I ""':~ 'If''-'' 16 U~ --=-__~,~.......... /,1 t:r:..;.:~f.: qn, ,.,~ I,! - , i ..........,.:~.;:::,....... I , ' '....:.::...._' ./ / ..'--~ i POOL' SECTI~__ '-- ..,. ,< """rr usr ('O.U'f....,,. ,;.x~ I~pr rCA I IT. 11''- I'OOLS ' ~n i: ~:.~~ ~ WA',or.-ft),.. Itu....~ ..c.'ITo,;POrICII ... . S~/"II. r I U'Nf.ll# ~lrr AY", .I. J.M)rr .~A.J(A.l '.t1 r{l" I P.- ,.' IJC' I"! 1'001 'JUI /JU' (rlJf ,.'-, _~_,_~__ _ . "'":__'KIJ 'I GOCrl'OOI S.cN) , I LQ2..L.I' i:r::.rt=D=, ..0: "~ ..' , I I rJ.:.l --.J 'i t' , ....,....; ( ~'(/.4' /JAA.'.... -- 'AATr. S/t1.AI I I l'IJ r/l,t.Jir I j ~6T&AC.frArlC ~~.stlll ~, .. uLlrr T.:.rl ~~~ ===._.~ I ._~"'" ~ . ~-~ -- -1;.lA' ",-r=- pu'r - ' "',03 r, o ~ Q~'_ &AJ"rl . - 1:Jr:" . 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(f}K.;lt'tr /,Kid A"K'JtI 4I'f"'1tD'1J1 &AJt,'KII a.u.-.- l-~ " ",. 6LfCITr iWU . '" alAe ,~ \ JUDI'/'$ , A.III a (,'-r Jtul / ,1,'- k'4Ar."T~ D'I... aJ./fC' ,.u..; " AA~.'~ rAlt..n (~.~... liLT) , , D"~"'IJ'UJ'" '-~IfJ~'-Sln.u l' ,.. ,...." I ! rD~JrK PIfn'sr.u I ' uJ./r, ,.J.J." ,. ra- ~~--- I 1 Lj~ l' ~:,.. -;--r.:n- ""'" t I.p " . ~ ' ,4' QO '-&AArl" .....,.. ~ ~I Shrl1'C'-ITr ',".II-KI~ !.JUI A.U rrrl~ I'~' IAA T.'D' . ~ (ADS:r.:OCS p .,- or " lor I.:.l -"~:r 1'fJ/,vr;r , /. POOL SECT/O.".- ...IlT.' ~I ii:A:ili;-20-r-;?--r-- ----- :4!!!:. , I .-:~''t& to II KU":U ,# rr,., n ~ ,..~" .....,I!OI.U '7I>::..ISS flt'Nllf'lSr .tIfJ1'U I J sc:~ (T1J"{j.'T".\$~ I'OCl SJd'U a AS3f.'J(11I :"'0 UL~ ,.....,... i.:V-DfSTCUIJI S"Q'4 'It 1 .'11 "4r. kCr-1 OIIY.JiU IMUTCAlOt.7 '-4U.f1<JJ ~nr J 1 ru-:-rll/C.t/. ~_',VIJ/,~ :rK.~ C'Ir."tr "TN II'J,".?"'U 1:.J'C'1" (f'PI 4.\4 OA ~ UJirn. 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'e/ll rtI U (Y KrDM"OCI , .tJtT1f.':J lID '" rn rr.....:1U.O It.'lUJIM: aJPZ . . .. :.,;.. ~.~'~."w,:;'~,c:.:";''''''; ., A~lCTlGK Mil nA J.X6T. J4r~rJ(J." N4iK1l NCr .uaJ ,. UtI"~.u. I'OCI ,.UII /.It'Ll (rTJl ,.'-, 'JlCM I'ODI TIN) p"",a --. Mr:r- ~: .:,J ~ ." ~,~ ~~~~LIJ IA'" IA.IJC'.tTI "11 '" d2.C'~ "'-- ,,.. aJ.<ta.tr ~ Jt:JUI ~'U C'.oU'/I'JI a.u.- I-IJ 6' AA.A"rI$ , ~'n (,.-,' 141.) jl ,. _ P:US~.qr, ',U . II- at'~' l.A-' . ~ 'rrrn 1".'1..1.I r-'a '1 . JLl CAlSS:.'tt.S' '/ p.#"'<<I' "T.I.U . -"AnJ 1'tLNT7' lPfl t ;- t"'~Z" /C2.J.L.=- .AL.L L ~ '." .,~ I I ),.."._,'" . " , , I, 1\ 108" ctnUtTOI T1 'U'" 'U ..uS/au . 'Ill' "0 Ivcn ..., DI$(",,'UCI(I T1 U"OlI' ""a' t, SUlll.' .., "ai, , I , .. ...-. .. ., '. ........ . - '. - .' .....' .". ... ...... :~:f':;~.1~~::~i~ :~..::-~~.',:' ;':.. ~'55 ~s-:'.T!:j.' .:: -'....;::-:-..'~ :,....: ... ~ ;.:""..~.' ' -:-. i } . " . "~ t, , ,......:', "t~ , .. .-",-::.-, -:. :~,",:,.~l~~".~\~~~',~~ I~;~-::. ~..~~ ......;;-. f' r ~ \' \ '" .-, ' ~ ,:C:" .1,: ".' "", . !..~~ ,CH~'\tiGE IN TH~S rJ~A~~ . :... RE 'UI'AE A PlA~...! ""r:"j-f.: ~ ~::t:u .. u_. i........tJ-"'. If'~..V.. ~,~; . ~ND REINSPECTI0N << I f \ ~' RlVIEWED FOR. eOMPtJANCE WITH- SOutHERN ,BUILDING CODe C.oNGRESS {he pumitted kawin~s shall be ~,-pt at the site 0,' work and , \ I ~h~1I be Qpen to il\.'pection by . , \he 8uildin& Orrfetal or hit \,\~ \ ,,\J.; ~uthoriztd rtpt...iltativt. :t; ,\ ~ b.-.' ' , _'/ I .l't>S>OOo' ~ . I ~ . . - i' - .... . . ~ ~ :r. :.I ~ '" 3 :.: ;.- :.: .. ... ~ < ... ~ ~ ;c r. '" ,., :.: < ! ~ ~ ~ e .- It ~ ;. ... .. ,i -! :;. i ~ ~ 3 < '" ;- ;;. - - -: - 7. ~ ~- " ,..- \ w () > cr w (f.) ...J o o q.. i ,~!~~ 'j!.' - - j ...J c( .... Z W o (f.) LU cr o cr c( o .z c( I.... (f.) -,.J o o c- o z :;, :E :: r/) ..,. ....... .,~ \ -(!;, ~-..., -. - ~..... ~::tJ Florida :i .. Power .it co",o",,"o. NAME: --il t.... DON G A-,(fLotAJ ADDRESS: Z92.'I(p S7NA1/€ , CITY: Z'f!9'JI-IY /lM~.r ~HE POOL PROPOSED FOR CONSTRUCTION AT THE ABOVE ADDRESS DOES NOT CONFLICT WITH ANY UNDERGROUND OR OVERHEAD FACILITIES OF FLORIDA POWER CORPORATION, PROVIDED THAT THE POOL IS INSTALLED IN THE LOCATION SHOWN ON THE ATTACHED SITE PLAN PROVIDED TO US BY THE POOL CONTRACTOR. THE POOL PROPOSED FOR CONSTRUCTION AT THE ABOVE ADDRESS DOES CONFLICT WITH OIH UIG FACILITIES OF FLORIDA POWER CORPORATION. ARRANGEMENTS HAVE BEEN MADE WITH US FOR RELOCATION OF THE FACILITIES SO AS TO CLEAR THE POOL AREA SHOWN ON THE ATTACHED SITE PLAN. FLORIDA POWER CORPORA nON ~a......__ ~.s~s-- ;~~F.BUNNER DISTRIBUTION ENGINEERING ZEPHYRHILLS OPERATION CENTER: 36453 Geiger Road. Zephyrhills. Florida 33541 . (813) 783-6944 A Roridll Progr.$$ Compllny /{ov-{ {aCA.Vl ad .~ ~ _:zePH y"" 'Cl C'\l A V ~ $t:) . ...../~ ao S. 89049' 45 'IF lri " 5.1.~, 1//).0' f ( lti r\' , ~~ Lol 1 ~'.. <;:\ " , Q ~ vi ~..( .t~ ~ ----... ,/ 46 ~ r.y Bt>Jf /,7' E- LV ..:) " ,P.P. /,5' So, //0.0' ~,~. "".0'7 /J'?~, I on .(..i,.~ tY.' 89" 4.1' 45" W ' ~ ' 1 3 'i.1. ~ (,.) sri> f)v'€- [) OJ.! 'G A-Re () 4) A SURVEY OF: Lot 1, Block 5, ZEPHYR HEIGHTS 1st ADDITION, as recorded in Plat Book a, Page 21, Public Records of Pasco County,' Florida. s.,,1('. FOR: Gre go ry Greco DATE: ' February 6, 1986 ORDER #6657-ZH SEe. /;, TJW? Jldl5., RNG. 2/ E., ,- ," i ~ , ~ II( ~ , ~ 11)/*, I ~ ' ~"'"'! ~ N. W. E. S. , Seal.: /":: 3t!J 2 I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS OR EXCEEDS THE MINH1UM' STAND- ARDS ESTABLISHED PURSUANT TO CHAPTER 21 HH-6, FLORIDA ADMINISTR.n.TIV~ CODE. C. ~"ed 'i)ellJ. and tAssoci.tt3,Irre. Sf. PiI'IlJl'SbuTg - ZlJphy,hills CIJ,tHied as '10 StlrvlJy. I J --{~ (7.d/ FlOI'Idt1 SUl1llJ)'OI'6 RtIg'n. ~ .912 F16,lda Engins.,'$ RtJg'n. N1 Dwll. by: CluJ. by: ~+-~ ~~ f... 'Y .. f , I'" .. ... r r J~,..~ +: ~ r 1 )..t-4t ~ t' T- " ,. r € ~ 'g ~ '::\ 'i '("~ ~ ~ '-I~ ~ ~~~'t- ~ ~ t --t 'to o,J ~ v.\ e Q 'i- r~ t '\1 ~ .. ,.. ~ t ~ ~ ... t ,.. ~ ~ t~ ~ ~ Ie ~ ~ *- to> '" ,. to> ..... .. ~ .. ... t' -t~ .... ..,. r 2."'~ f'J .. (" \,.j t. ,.. 'It r ~.,." jl I }~~+~-~ ~ / ~~ ~l~ ~ ~ ... r ~t- "'\1 ,.J <l- I" h'~ .., ~ (" Z,,4/ ,. 4- f" 2,,,,, ul .. r' ~~ ")oJ (, ,....! .,... tv \I) ~( ~ t ~i c:l ~ If- ~-4 \'-..,"~ ~u.s-~ ...(' ~- 6~ ~ ~ -,(, '-v,.., }V, o-~l.. ~~= ..., ~ ~ ~ ~ LI'~ )-"... ~".. ~ ,..)'- l....~ LJ'<- ) Ii'- )-ll.'- c- ~ >-)<-L-. ~.. )..y .."l.. l.Jt ~ ).....L I ALUMINUM EXTRUSION IDENT~FiCA TION CHARTl n l ""S D 0) @ @ DoDD @ 0 0 @ @ 0 0 @ 0 @ @ oDJD o LL @ D @ LL e @ L @@@ (~ o @X~) ,- MA l BE USED WITH OR WITHOUT SPLINE GROOVES LJ LJ L~ <~v @ @ @ @ AID [16 ~ ALUMINUM STRUCTURES MASTER PLAN E~tlC. @ COPYRIGHT AL, INc. 1994 -- ---- . lDi.I'l~~"'-._."_"_", I.' '"I j il I ! "I ',' I I )' I I I I ~ I- '!\' , ' , ,'. , < l . j ~JtA!~,w.... iij I I I I I ' I I I I ' u , ~ q I I.,..,.."'.'~"'..i",,"" "I ,'I "II 'I' "':J ~ ",~ ,j ~ ,'.~ ~ j :J ;j ~ J '" 'iI1I ~ .. ~ "'" :if .. ~ ; " } . ' 'J , . ::!! ,. ) ~ ] J ! " ;; AnD IIMARK I I ALUMINUM E)CrRUS~6NS-~i~ CHARTl DESCRIPTION lJvT /FT-[-;~EA]-WALh t--~T FLGE~I ALLOY J I STRUCTURAL ITEMS DESCRIBED ~--- ---_.._~-------_.._~- (A) 1 x2 OPEN BACK 0,276 0,230 0,044 0,044 6063- T5 ~---- ----- 0,050 0.050 6063- T5 B 1 x3 OPEN BACK 0.384 0.320 lC 0,681 O,~) 79 r--'-..-'------ 0,050 6063- T5 3x2 PATIO BEAM o 050 "Q5ur--- ---~-- ----..---- -- 0,044 -W 2x2 PATIO BEAM 0.441 0.044 6063- T5 E 2x2 SNAP BEAM 0.542 0.461 0,041 0.041 6063- T5 F 2x3 PATIO BEAM 0,681 0,579 0,050 0,050 6063- T5 ----:.-'--'--- _.'._--~"._- r-...--------,---- - 6063- T5 G 2x3 SNAP BEAM 0,680 0.578 0.045 0,045 0,799 -- 0,679 0,050 --- -- 0050 6063- T5 H 2x4 PATIO BEAM I) 2x4 SNAP BEAM 0.786 0.668 --0.045- 0,045 6063- T5 J 2x4 5MB 1.008 0,857 0.044 0135 6063- T6 --- -- 0,054- -.-- K 2x6 5MB 1,342 1.141 0.135 6063- T6 L 2x 7 5MB 1.515 --1.288 0,057 0.135 6063- T6 M 2x8 5MB 2,147 1,826 0,072 0,224 6063- T6 N 2x9 5MB 2,317 1.970 0.072 0.224 6063- T6 0 3x2 POST BEAM 0.800 0.680 0,070 0.070 6063- T5 0,507 ~-----~-~.._, --~----"- P 3x3 SCALLOPED TUBE 0,596 ,045--,078 ,045-,078 6063- T6 0 3x3-0.093 TUBE ------- 1:068- ---lro[3 - 0.093 6063- T6 1.256 R 3x3-0,125 TUBE 1,691 1,438 0,125 0,125 6063- T6 ,S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6 ANGLES DESCRIBED 2x2x.125 ANGLE 0.569 0.484 0,125 2x2x.093 ANGLE 0,427 0,363 0093 lxlx.062 ANGLE 0.141 0.120 0,062 lx2x.062 ANGLE 0,214 0.182 0,062 ._._--~-----,-,- --...--------..-,- ---..' - -------- 1 x3x,11 0 ANGLE 0,323 U, 2 75 O,U 70 RECEIVING CHANNELS DESCRIBED - -.---- 1.5x2.125x.062 0,362 0.308 0,062 1.5x3.125x.062 0.438 0.372 0.062 1, 75x3.23x.l1 0 0.834 0,710 0,110 SUPER GUTTERS DESCRIBED 4"x4" EXTRUDED 1,270 1.080 0,070 4 x5 EXTRUDED 1, 358--1~T55-cfoJ5--- -~--------- .---- 0.125 6063- T6 0,093 6063- T6 0.062 6063- T6 0,062 6063- T6 , "''''-0,-070'''---''' -... 6063-- T6 0.062 6063- T6 0.062 6063- T6 0.110 6063- T6 0,070 6063- T6 , ---0~Crr5'----- -. 60 51=- T 6--- ~-'----.,------,-_._----_.._-----, ._"-"-'--.._------,'. ~ A LUM1NUMSTRr.!CTrJRES MA..;;''ii:Rl;Z;.jj--- ---...---------------~ E~ NC, cg COPYHlClIT AL. INC. 1994 17 - ---._-~-~- --- -- '-------'_.,-------------- -------_._-",-- "',.,--'--..~--- ._._~----'--"--'-~-_.,-----~--~--~---- " " ,~.~I'lk'"il,llt'1., 'I'r'jm~! 'l,IR.r :1'llI!lillll'!.I.'il.!il:!l~il"~I!iII~'lrll.! i 111I.f,.II'lllill.I!II. '1',1"'1'1.," ! '~I'I, '1 I',' H ' " ,,[1;1 I' ';1 I: I',' !I , I'll' I r ':' I i .'1'; I' .' i,' II!,! 1 ! , :: ': ,I",' , ! !, ':" ',i, ,ml!II!_ ~~~:~jjw~li~!iiI1"'ii .~ Q ~i r I --"------------~---;-~ I BEAM TO IBE~M ~OfNNECT~O~_DE~~~ SPACING BUWEEN SCREWS CANNOT BE LESS THAN 2" GUSSU THICKNESS MUST BE GREA TER OR EOUAL TO WALL THICKNESS BEAMS SHOViN At7E SCALED AS A 2x9 5MB o TliER BEAMS APE (;IMII11/? BEAM SIZE TOTAL FASTENERS BOTH SIDES o "b" CHAMf'ER TO CLEAR SCREEN rr---L ?'-- o 0 0 0 0 / / 0 /0 ,,;;-~ /0/ /0 0 o 0 0 0 o. -- /------ / / L, (t;J ..'-~ 2x4 5MB 14 eo #10 SMS NA N --'--- '-m 2x6 5MB 22 eo #10 SMS NA N .-- ~---- -~'-,-- 2x7 5MB 30 eo #10 SMS NA N 2x8 5MB 34 eo #10 SMS NA N '--- -- 2x9 5MB 38 eo #10 SMS NA N A A A A A BEAM SIZE TOTAL FASTENERS BOTH SIDES "a" "b" --.-----'----,----,.,,----,,- 2x4 5MB 16 eo #10 SMS 14" '4-" 2x6 5MB 24 eo #10 SMS 16" 4" - n"_____,_ 2x7 5MB 28 eo #10 SMS 16" 6" -- 2x8 5MB 40 eo ~10 SMS 20" 6" 32 eo 12 SMS 20" 6" 20" ----- 2x9 5MB 40 eo ~10 SMS 6" 32 eo 12 SMS 20" 6" .'-- -~.._- . ----_..,~--- , / '~// , DC r AI L ----.- 00000000 o 0 ----~ 0 0 ----- ----- --....... ............. - [~-;~~~';;-;::US;ET PLA ~ -------- \ '\. \-- / )/ \ -----~ BEAM SIZE --~-~,~._---,_.- -- _._-_...~----.,-'--'----_._- DU AIL (};) TOTAL FASTENERS BOTH SI DES "a" "b" -- 2x4 5MB 16 eo #10 SMS 14" 5" ,.- -- -,---,-,-- 2x6 5MB 24 eo #10 SMS 16" 5" 2x7 5MB 28 eo #10 SMS 20" 5" .- 2x8 5MB 36 eo ~1O SMS 20" 6" 28 eo 12 SMS 20" 5" 2x9 5MB 40 eo ~10 SMS 20" 6" 32 eo 12 SMS 2(j" 5" ____no L----_~_.. __ BEAM SIZE 2x4 5MB I 16 eo TOTAL FASTENERS BOTH SIDES " lJ" "t)" ; ::: :::-j l~~" -/.-J- 20" 6" 20" 6" 2x6 5MB #10 24 eo #10 28 eo # 1 0 SMS SMS SMS 2x7 5MB 2x8 5MB 40 eo 10 SMS 32 eo 12 SMS 44 eo # 1 0 SMS 32 eo #12 SMS 2x9 5MB BTBI ---~------_.._--_._---,--,_._---. /'~l----------- _..-,---_..,-'~-_.---' ,--~ -...... '"'-'.... ------------..~~,- -"..---' .. -,--- 0 , 0 ----.... --__.... ,,0 0 -~. ---.... \ 0 0 ..) -~" o 0 \ 0 0 0 0 0 0 00/ \00 .......-'....,_.. 00/ ..\,/ ----..---.......~(~ ~..........._, ----- ' ......... --............,-.. lJ[ T 1\ Il_ ~~) /r -~O_-:J~~ ~~.. DE TAIL (]) A ,I "),/ ;")" rLA T UAR MA Y BE USED 1N',IIAfi Of cussn PLATES CALLED (1) I WI {II AN APPROPRIATE LENGTH TO ACCOMODA TE mE REQUIRED SCREWS ._---~---._---~--_.,-~~-~"-"-_..,- /~T1.1 ALUMINUM .)TIWC7. '{/RES ,\1ASTEII PI,AN I~J~ E~ NC, COI'YliICIlT AI., INC I ~1!J4 28 "lIc!!!II~rl:!1n"'rl"l;' , 1;'iI! 'ill'dl,!! i\dll,llllllliIHlill!!U! ~ PBC =r-= ~ TYP, 5MB OR SNAP BEAM ii - --;;-':-;"-'~T'-~07-";j\i I PURLlN / BEAM TO BEAM-CoNNEcTiON-D~TAisl _=1 -- .. r -(?2_~_f11!J _~ '_1/2" SMS INTO SCREW BOSSES 4 - 10 x 1 1/2" SMS INTO SCREW BOSSES - EACH SIDE 2 x 2 PURLlN, TYP, /~ OR .3 x 2 / '" r~O SMS OH (2) - #8 SMS // " ,tW '''" ~" Of PC",,, 1,1/:>,;>: 21/13 , 067 F,! CF IVINe; CIIMJNF I. __(2 )__~_i1Q.5~~..:r.~~!:!~~ SNAP BEAM- EACH SIDE 2 x .3 - ,050 P,B, TYP, 5MB OR SNAP BEAM II /I W o o o , TYP, 5MB OR SNAF' lJE AM ---~-,-- , 1 2" x 2 , 8" x 062 RECEIVING CHANNEL wi (4) - #10 SMS INTO BEAM & (2) - #10 SMS INTO BOTH SIDES OF 2 x 3 P,B, o o --~~ ---- II I W TYP, 5MB OR SNAP BEAM ( PRIMARY BEAM) ,062 RECEIVING CHANNEL, TYf', II !I I ~ ;1 fi ~ 1 ( SECONDARY ) #10 SMS INTO #10 SMS EACH SIDE PURLlN BEAM PRIMARY BEAM OF PURLlN BEAM ~-~-'- 2 x 4 5 .3 2 x 5 5 J 2 x 6 7 4 2 x 7 8 5 ----.--'-------.. ._~--------_.- --'.---- 2 x 13 10 " ~ 2 x 9 ----",----..---- ----.-- 10 6 SEE SCHEDULE FOR FASTENERS -----'---.~----~.- TYP SUB PLJRLlN, -:-.J...SE~QN[)_~,YJ TYP, 5MB OR SNAP BEAM - ( PRIMARY) ~ ALUMlNUM STRUCTURES MASTER PLAN E~ He. (0 COI'YRIl,HT AI, INC, ]994 29 I i,! I i ml'II'm!'~'.!I',jll"fnl!I'!!li'!II![ !'! ,1",1,) , i I, 'I I ' 'I , ! n illilllllll':I~!1 !1I~II'ill~~I"III'mm"'1!1 'Itr.. ...""'''H1in;J!I''llJ''..J,;d, .."" .. .. .'. 'l'!"'l''''l ' ;:11 ;~ '~ .,~ ::. {~ ~ ...... {..- i3 ~ f3 .~ fa ~ - r:. ;a 1m a a iiI :J ;J :I iI II i1 ~ ;I :II ~ , @ I ! i I ~I I : i - ~D E_____~_~ ~_~_,~_g_~~_ M ~_ ..IA ~_h~J ~ / )0" IllD' IICAM ~ ! HEIGHT -,- j HEIGHT t ~I MANSARD 1- NTE 72' -I' , I- lb GABLE MAXIMUM COLUMN HEIGHT IN DeCIMAL FEET SCREEN WALLS 13 PSF - SCREEN ROOF 1 PSF WIND LOADS UP TO 120 MPH (D) (F) (G) (H) (I) (J) (K) (Ll (M) (N) SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB 3'-{)' 9.75 13,00 13,33 16,00 16.50 18,50 X X X X 4'-{)' 8.67 11.67 12.50 14.50 14,33 16,67 X X X X 5'-{)' 8,00 10,83 11,50 13,00 12.83 15,50 X X X X 6'-{)' 7,33 9,83 10,83 11,83 11.67 14,50 19,33 X X X 7'-0' 6,83 9,17 10,17 11,00 10,83 13,67 17,83 19,67 X X 8'-{)' 6,33 8,50 9,67 10,33 10,00 12.83 16,67 18,33 X X 9'-0' 6.00 8,00 9,17 9,67 9.50 12,00 15,67 17,33 X X INTERPOLATION OK I CHAIR RAIL CDN-N-ECTIDNSJ DETAIL CD INIDlKlR "IJ' CHf.HNEI. W/ 4 110 ~ 1/1 to IlECEVIN~ CHANNa. NIN. 7' W/ 4 110 SIllS / IN1'mlOft f ASIDlNg 2 fig SolS 1 112 S><N' Oft _ SlX:1lONS f=~ EXTERIOR @ CHAIR RAIL I1 CONNECTION INTERIOR @ CHAIR RAIL 12 CONNEC TI ON INTERIOR CHAIR RAIL CONNECTION ALUMINUM STRUCTURES MASTER PLAN ENGIt.EERING,INC. @ COPYRIGHT AI.. INC, 1994 ~I" ' 'I'" ' , "I; .':,1 ';,'I'l III :'!ill:n::I" II 111'1, II ' .! '~I','I1". :', i~IIII'I!~ld!I'II! ~" "II! 1"I"!'i Iln'!!I!I.I,."l",'!I'I~! m Ii]:: :Il",r :! 1,1,;'1' 1, i; , I ;1' ,Ii!" ,,:! "F I ;1, I; , I , 1!,!II'lf!~11 , ,~\:;n '1-')1-1'-' I BEAM TO COLUMN CONNECTIONS J / 2" x 2" INTERNAL Y FASTENED TO BEAM WITH (2)' 10 x 1-112" SMS -.1- "0X'-'f2SMS 6" EACH SIDE OF POST 24" OIC MAX. r--- Ie It e..-: 1& ALUM, END CAP ~ '10 SM~ ["(H SID[ -,- (, "0 SH:; ("eM SIDE C' x J r B C' x ~ SMa -,- . /'" )~ .~ / <'5:a7 A~, ::_~__:_:_ ~s I _,_ 1.9 1& 1.9 1.9 tI / ~s / 2 x (, S,M,B, . 2 X 6 SH B 12 ~ 10 SH S ...../' 10 lID SMS 2 X 7 SH B 1& . ~ 2 X 9 / S,H,B. "< ~-~---e---:--:- ''-'' 1.9 fJ e fJ 4S <' X 8 S,H,[l, r---------__ I 1.9 . 1& . I I -^v-- 2 x 9 5MB. ~s . 1.9 Ql 2 x 8 S,M,B, _1- e & 1& s e e l~ 0]0 SHS _ [48 = - ALUA~INUM STRUCTURES MASTER PLAN ENG/flEERING. INC. @ COPYRIGHT AL, INC, 1994 ------------,-....,,-.---., ',"-- -- --~-_..._---,._,_.- --------- i II J" ~ .1I,'~~iifrM~;,j,~, ~i"'---;--"''';----'I''-;----'' -'II ' i--;a ,.:, ~ ,.:J ,:I ~::a :3 .:3 '::1 ::t ::II :I .:1 :JI :Jl :I :JI :JI :. =- , ::::1 ,.~ , f:1l ;3 , !~ , pi ~ BTG :1 I BEAM TO GUTTER DETA~LS I 2" x ,075 ALUlA, ANGLE CLIP (I) 0 EACH BEAlA LOCATION (2)-ll0 Sl.tS ~ 2 1/8" x 1 1/2" REC, CHANNEL ,062 (4)-112 x 3/4" SlAS INTO GUTTER (I" lAIN, SEPARATION) 2" 5MB SEE SPAN CHARTS SEE GUTTER TO FASCIA DETAILS (4)-N12 x 3/4" SlAS EACH SIDE --~ #8 SMS THRU CHANNEL INTO BEAM STRUCTURAL GUTTER - ~ 2" St.lB SEE SPAN CHARTS ,093 ANGLE SEE GUTTER TO FASCIA DETAILS (2)-110 SUS (4)-#10 SMS INTO BEAM ( EACH SIDE) (2)-112 x 3/4" SMS INTO GUTTER ('" MIN, SEPARATION) #8 SMS THRU CHANNEL !NTO BEAM 2 1/8" x I" REC, CHANNEL ,062 - -- 2" x ,075 ALUM, ANGLE ClIP j (I) 0 EACH BEAU LOCATION ----- 2" Sl.tB SEE SPAN CHARTS - --, 2 x 2 INTERNALLY FASTENED TO BEAM 'MTH (2)-#10 x I 1/2" SUS SEE GUTTER TO FASCIA DETAILS (4)-/12 x 3/4 SUS EACH SIDE (4)-/'2 , 3/4 SlAS INTO GUTTER (I" lAIN, SEPARATION) 2 1/8" x 1 1/2" REC CHANNEL ,062 2" x ,075 ALUM, ANGLE CLIP / (I) It EACH BEAM LOCATION ----- 2" 5MB SEE SPAN CHARTS / / DOOR JAMB INTERNALLY FASTENED TO BEAM 'MTH (2)-ll0 x 1 1/2" SMS - -- - ---, SEE GUTTER TO FASCIA DETAILS --~ (4)-112 x 3/4 SMS EACH SIDE (4)-112 x 3/4 SMS INTO GUTlER ('" t.lIN, SEPARATION) 2 1/8" x 1 1/2" REC CHANNEL ,062 STRUC IURAl. GU TIER NOTE: AL ENGINEER!NG, INC, DOES NOT WARRANTEE, EITHER EXPRESSl. Y OR It.lPLlED, THE STRUCTURAL IN IEGRITY Of THE EXISTING STRUCTUliE: ~ ALUMINUM STRUCTURES MASTER PLAN E~ He. @ COPYHlGHT AL, INC, 1994 . . . ...'- -- ... ,'. /Iirrilll:; lilj'.j:'lrl!:ifl'!!:I.llrl~. ,1,'1;;', ..[! I. ':i~t' ir Ii I,il, I' ~5' ~5' 4~' 445' ~1I~~lmld_ ~~'iII';;'';OlfJl'' 'T, I" iii,', I , I. I, , .: ' T !:i 'I i. ,I I MAXIMUM ROOF BEAM SPANS IN DECIMAL FEET SCREEN ROOF / SCREEN WALLS EXAMPLE: WIND 110 MPH DEFLECTION Ll60 POOL ENCLOSURE < ------------1 COLUMN USED 1----------- > 8 'WALL ROOF (F) (G) (H) (I) (J) (K) (l) (M) (N) BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB 4'-0' 18,42 19.08 19.25 19.25 19,25 19,25 19,25 19.25 19.25 (H) 5'-0' 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75 ~. 2x4 6'-0' 16.08 16.58 16.75 16.58 16.75 16.75 16.75 16.75 16.75 PB 7'-0' 15.25 15,58 15.75 15.75 15.75 15.75 15.75 15.75 15.75 8'-0' 14.58 14,92 15,08 15.08 15.08 15.08 15.08 15.08 15.08 9'-0' 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42 4'-0' 21,08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42 (J) 5'-0' 20,08 20.08 20.25 20,08 21.58 21,58 21.58 21.58 21.58 2x4 6'-0' 18.42 18.75 18.92 18.92 20.25 20.25 20,25 20,25 20.25 5MB 7' -0' 17.42 17.92 17.92 17.92 19.08 19,08 19.08 19.08 19.08 8'-0" 16.75 17.08 17.08 17.08 18.25 18,25 18,25 18.25 18.25 9'-0" 16.08 16.42 16.42 16,42 17.42 17.42 17.42 17.42 17.42 4'-0' 28.08 28,58 28.75 28.58 29.92 31.92 31.92 31.92 31.92 . (K) 5'-0' 26,08 26.42 26.58 26.58 27.58 29.25 29.25 29.25 29.25 2X6 6'-0' 24.58 24.92 24.92 24.92 25.92 27.42 27.42 27.42 27.42 . 5MB 7'-0" 23.25 23.58 23.75 23.58 24.42 25.92 25.92 25.92 25.92 8'-0' 22.25 22.58 22.58 22.58 23.42 24.58 24.58 24.58 24.58 . . 9'-0" 21.42 21.58 21.75 21.75 22.42 23,58 23.58 23.58 23.58 . . 4'-0' 31.58 32.08 32.08 32.08 33.08 34,92 35.92 35.92 35.92 . (L) 5'-0' 29.42 29.58 29.75 29.75 30,58 32,25 33.08 33.08 33,08 2x7 6'-0' 27.58 27.92 27.92 27.92 28.75 30,08 30.92 30.92 30.92 5MB 7' -0' 26.25 26.42 26.58 26.58 27.25 28.42 29.25 29.25 29.25 8'-0' 25.08 25.25 25.42 25.42 26.08 27.08 27.75 27.75 27,75 9'-0' 23.92 24.25 24.25 24.25 24.92 26.08 26.58 26.58 26.58 4'-0' 38.25 38,58 38.58 38.58 39.42 40.92 41.75 44.25 44.25 (M) 5'-0' 35.42 35.75 35.75 35.75 36,58 37.75 38.58 40.75 40.75 2x8 6'-0' 33.42 33,58 33,75 33.58 34.25 35.42 36.08 37.92 37,92 5MB 7'-0' 31.75 31.92 31.92 31.92 32.58 33.58 34.08 35.92 35.92 8'-0' 30.25 30.58 30.58 30.58 31.08 32.08 32.68 34.08 34.08 9'-0' 29.08 29.25 29.42 29.42 29.92 30.75 31.25 32.75 32.75 4'-0" 41.92 42.25 42.25 42,25 43.08 44.42 45.08 47.42 48,42 (N) 5'-0' 38.92 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58 2x9 6'-0' 36.58 36.75 36.92 36.75 37.42 38,42 39.08 40.75 41.58 5MB 7' -0' 34.92 34.92 34.92 34.92 35.58 36.42 36.92 38.58 39.25 8'-0' 33.25 33.42 33.42 33.42 33.92 34.75 35.25 36.75 37.42 9'-0' 31.92 32,08 32,08 32,08 32,58 33.42 33.92 35.08 35.75 ) INTERPOLATION BETWEEN VALUES IS PERMISSIBLE [ r = t1\~ ALUMINUM STRUCTURES MASTER PLAN 52 ~ ENGltEERING, INC. @ COPYRIGHT AL. INC, 1994 """'l" I' il ." !;i1I~'i':HifijijlJi~,riii :~'~;~~'r"\~:~~---~~~~~'~:;:;;;~:~;~;'~nl;~:;;'::l:::~r:II~~f:~~~~j(:'~: _~it~~,~,I~I>iJI:~~j:\~i!!",! Iklillijl}!,I\i,~Wliijffil"ldlll:li,lil!il iil,l! 1,1; L ii !!I iili il',I' Ilill' "'" ""l~';" I. ...~l...WI:,.' ;~ ". ".u,',' !'I ' I '1'111 : ! Ii,,!, I', , I ~ ~.. I I I j 'I I j I 'I J <'''''':1 )- :5 o \U I~ 'c;2 J.>, I I '.J i UJ ~~fil %~ I ~ '0 , --r, ~ L ./ Ni \2~; .~ 'w) '<t:~ ;5r ~' ; }~t -, ~ . [. ~ -..1 If) ~, a\V\ v)~dr:. \'J M l~' ~ ~ .3 t-' 4- , &; \~. '~ =:t- '!~. 1:'\ N>'.o" t") .J ~ a.., _t ::t- . .;,1,' J ' .... '1'!--, ' j- r< t -::i-- .J, :4 5 &. '''"'''' ~ ~ ~~~~~. ~J ~ tv . , Ql t-'- ::r ~ :::; l. . '-I L.{ I 1/ ~7-:b-' . ,;;; o " I 'II: :256. H'OL-{ S E? lJJ .. ., r::> --.:::; '- ~. ~ E ::s t.I.. + ~ \..... -J O~u. " e ri t:!. f:> <0 o ~ 'N LAINI I C c - j ~- Hometown Pools, Inc. 37008 Price Dr. Zephyrhills, FL 33541 813-782.70n .. '.0.... ... ._ocn. ... ..~".. )T ANOARO RESIOeNT1AL IMMING POOL CONTRACT ';;::1. TAMPA SAY CHA~c~ This contract made as 01 the date 01 wrItten aCCl!DtanCl! by the mltmber bUilder listed aocve hereinatter termed .~ntracto" and the party named below. /'Iere,"atter termed -Purcnaser.'" Dc.v ~ ""!cyc e ~t4nfH/4> Sf€, iJ\ft...- ~~~lLI(~/. FL CanrraC!or a~ 10 consrNCt . swommino pooIanc:l acoun_nc:es 1"~e10 .~ ...,eiNlfler provIded by In. OlallS. soeclficalions and lerms ollne eonlr:ac:r at: PURCHAS~ Ph. HOM~ 7F3-131() MAILING ADORESS ,,?c,'.).. (./fo Ph. BUS 3.1 s-YO ZIP INSTALLATION ADORESS LEGAL OESC. POOL SHAP PERIMETEFl c;o MAX wtDTH Iff OI::r7rH' '-1 11...4 IIf MAX LENGi'H~11f WATEFl AREA 3 3 ~ It. to G ft. to ft. NS?I TYpe: 4 s/f 3. Saelcw8Sft diSCOSllIT -e S- 7. Pit"ing & inlel'" f^t<.. S'c...t, '-/0 5. ~~e:..~~ i..:.. :l- .. Tile (.( F-tcqOIOl'. V(JIV . '7..,- ). Int.nor finlSlt /Y1 JSl rt C.- I 'fr. l 1. U nd_al.r 1;9nll"9/-1 A.. V __lOr) 21. Time, _' 12. Main orain , 22- T est kif l:l. Dee" l.IK<J SQ. ft. a'...&rn (, t. 2:1. "aellUll1 neat! ---- Ifact. hose - 1 <4. Dedi: dl':ainaoe <2.c ~~ .24. S'usn t.eat net IS. Ladder IGr:aO~'I..- 25. AdiuslaOle oole 16. SleoslHandr:a1l ~ 1;;;<;. 2~. Sla~cnemleal" Y-c:.. S , 1. ::zeass /ill 2. Filler SySt.m 6 Lv J..i.,..rc DE Co ~ J 1+ P I' . \ I.e., ()~ ~ Pumo & motor 4. M.tl'lod 01 cnlonNlliot1l ' 5. Surface skimme, I la. :..041 --- Z~. 3TU T VDe":::::::::'" ;...~:.:::.::: :le:l"~~ B8~ ~ ,j ~ Senel'l '1 e.s 11. DiVIng Bd. & Slant! 21. Healer 19. 20. ~nlilev~JeoCllng/tile '/) l4 EIec:t"~ hcolWO -C -1\ ~r JCOfL GFI~ 29. Lo". selft JO. S_UJlOUt Y' e c... -"),&-61""t. ck<.-/c ddllfonal Provision" Sc....n "r''-l' ~ G-- k l. '{:Jl. G'N ~ TERMS "less sDeclally agreed and sel tortn "'.r.in. Purenaser n.,eund.r ag_ to make progress cayments based on tne IOlal "nee sel fortn in tnis contract. to In. .:Infractor. as follows: 13'.... '\ (/.0 CO~AC'T' PRice ~ __ ~ s 10... Down c-ym.nt SO"lo When roUQn sn.n is in olaee 35... When olumbing IS c:omolet- S'" Wh.", 1)001 is eomOleted. resay lor int.nor linlsn )~OG <--- ::J ? 4J.. ........, .-)"5 CIQ - ConSINc:tlon o'OQ,ess may oe arrested be_e.n otllinq and reeelot r:i OIJ.,......nt tor eaen onase of eonstNetlon. NOTICE TO PURCHASER 00 NOT SIGN """,IS CON~AC1' BE?'ORE YOU REAO IT OR IF PERTINENT INFORMATION IS MISSING FROM BLANK SPACES. "s IS a nome solicllalion sale. II yOU 00 not want tne 90005 0' S.""C1IS c:ontrac:rea tor. yO\l maycalle.'lnls agreement Oy maIling a noueelO Ine seller. ThIS nOllce must jlCal. ll'lal you do not _ant tn. 9000S and sen..ees and muSI tI. costma"'ed tly mlCmgnt tn. tn,reI day atler yOU SIgned tne agreement. .~,. Ctl"".r:~ %".11 b. t1..'"~ ." o,.,~,.,o ,ltf! CD"".~:D' ."t1 ~".II b. ftull."f1.o-d II"/~~$ .lcee",rd by. duJy .ulltorl,.fI 0";':.'0''''. CtU"".r:to, """",,.,,, I,""." o."s ", ,''. a.,. 'tI .~.,. ftt11P't/ .1:0.. lit. Pu'~".~"r JI9".,U'ftS. Thr ~.,.s'"." It.. "0 .UI"""""'O Ol"~ ,It. e""",.:rt" AII'9'.."'P"'$ .Ind u"t1rrTt~"G"'9$ .,~ eD"'.,"~d'" "',s c"n".n4"t/ ~~ Pv't:~IS~' --."II"'S ,"., ,It.,. ~'ft "0 49,.r,"'"p"" D' un"rrSI.,.tJlt':I1S Q'''I/!' ~".".rp '.1 to""',. tn,s l:tlC:J'".'" Ar:crl"."t:~~' rn. 'f-nftS tI' ~""S Ct1r:"..t:1 0" CD"".~lt1' I. to .. COfft""U"'C61fttl '0 tn. Pul'r".,rr ttv "."$,"''''''(/ . COD" 01 t",s :0"''''C1 rD :-~'" SIIO"""'''(/ ICI:I!/fII."C' 0" tit. S~/~S bY' :ltr f!'."CUI "01" tl i.,.utntHt'lIf1 ""'CIf' of ,,,. :3"".r:,,,, 0' O'W' t:tI"",".nc",p ~D"."UCIIO". ' , --1 AT= PURCHASE. ~' PURCHASE~ Date OWNE II ourcnasen are nusoand anc wI'e. botn "'uSI slQn, 11 own., 's dltterent from ourenaser. owne, must SIOn. JFlCHASERISl. BY SIGNING ABOVE. '='Cl<NOWL:OGi:S .\NO AGi=lEES iO ALL THE TERMS ANO CONDITIONS ON .\l.L PAGES OF THIS .\CiREEMENT eveN 'C1JCI-4 SP'CE '..IMtTAT10NS ReOUII'''e Tlo1AT SOMe .loRE ~l:IINT:O :N SMAL,-.:R rvP~. J Q.., ,?~O ~ ~N .......----- -----'"..-. - -.=-----=c =:::::~=='- L.IMITED WARRANTY ' ~ ~& ~OA ....,.~'I I1a ..,.,... .: fW.... .~ ...cn.........".,.,., ........."'..fIG to 'l1fI""ar- "'1I~0f""" tflll . ....,., t1I C)Alt .... 11ft.. CDf'IJ~"'" Ga'. or '... DOOf..ft u_ .ftG""" ewe" oet-=- ...,.......,..........,.,. ftIIWe ..............,., ........fO.I: ~ 10.... ~)1A5I. ~ .oG =--~.... .... CIDf"_ ,,. ..... __ .... ._a ell CIII_.... _ eo.-- 01 t"'. _--= ....JACl'O...SE~ ,.-,. - - ca~'a '0 Q::)~~4:-0A ec.cor~.: ..... (,Z'-..c- ...., _Oft ~.... ~1!"W. ........~ Pur:'ta..c 01 ..~fINIO .ICC....-or... U'G ~ ........,..,...,.. ",.. =-...~ =-,.., "'."'oJ.C'lv..... ..~..... ...: COHT~c:-::;a ....,"-, ..,.,.nu or 0.........- sfltlCl" 8iOU'''''--- ~ 01"'._ fII........K"'t~ _...~ ...., .....<''''0 0' -".c~""". ,......cp ....... ..... ~ ~...,...,., .,..... .~C!.. ........~ d ....c ......~ec:I~........... o.eeca 01'___ C8u..c :-. QIOrIlOUS "'.'1,...,="'.... O. --.g....:,..".. C"9 ......wc ,. ....~ .: OVAC)tIASi:rS ..oe"'M ~.~.... ..rucl.:. ,........ =-........ .,.. ,10. .... ..~...., Iftat .. afta" _..~ .....a:t:t""" 011"""0 mal ,.... T'h,~ ... -':"ty o.cDf"ft 'IIOtC ........ 0"'0..... DUfC'"..... .... 01 ..... CS...,o.c or~, ...... ,"=~IEO W...,"".....!'V ,U:'US...C;; 8" oPt....no... or STAre L......, IS L.'t.I:TEO r.: ~HE DUIU.TIOOo or TWe ONe ~ ....AAAAHTlES ..~EIN CO"~ .....CO A ..oa'.'. tft.,"'"...... ...,..n""..... tft. ~ ~ ~.c: .,noer "". COI\tret: I"'W-I oe ~.., to ""- ~,..... aI'G II ....:. De GCIII_.,JPlICI · ." - .... ~ dOC\IfftIIlfttS DEFIN!TIONS n.._ ~,,,,~..'e sl\a":.cons,,.'..,UI'OeRFO"'" SAflSI''''CTOIllIt.''' Of De 'STl'u~AALL. YSOUHO' ..._....._oI__........-..--.._c ...cal.'loft af 1 '!I" 'c 3 'r or oa,,' . POOt. S"EL.1. Of ~L STIllUCTURE . lft4I coner.,e _ _en ..-_ _ __ '''''_1'0 bars 1"'_'- - .- Din ell me - F'OOl eo...o....'" _fC'" :-"""fftS ,... '..neon 10' _ocn It ... "..10- SN. De c:.clft."'...., to '''E''~'='Ill'' SATISFACT0A1t. Y' 'OeCK ANO PATIO wo:at(- snall_ 0_'0 ...-" A.cane_.. Ill. .na_....-r___ ",~__I__---'--"'."'I'lQ-"'---""- ..e ""-'CS'~ ~ ....-0....,. ___ uS'" .a'''. WHlTC: '~"'OD J1NISH SMa.... ........,.." ____ .na _- ....__It _.-.al. - aOlIn_.na _lIba ~_. ..0 a.... AQO'eQa.. ,-a" be . run 0' 'ft. cu.~ WlI" . DfcoorttO....'. .mount at Oft--"'lIe ""'0". arMS Ifte.. 'C --uenr .....,.... ,.....,. .... tMi ......::110........ .,.~I...~" \?OOII1"_ ."'o..."t ot ~ '" If,. ao9'e-oa'. \AecJ LIMITATIONS No ,,"""f'Y' .....f'lGS '0 .,., ~" to IN oocM. eoueoment 01 aaaun...encn ...... t....,. 01 OMecI ,. ~ ~ ...., - ". ~ ~.dItIlw.. ,. ......: AD..... IaC:W d ..___ _.. _ ell .........,., __....nce. ,_ ~.1DtI: --: - d ~.-- - - _. F...z'l'lQ ell _,.. len IIIC1ICU"'ec1 in _0"'9 '..... lineR. _OIL ~. ClI' _ __L Sua.II"'''- __n' 01 -"to". ell __ not __..., ___ _ .___ __MllPf"" c.o.mNCIcr - /ftIOftI - tIW - ClI' - tIl_ llClOl 1'I._It 01 ........ ell I... coot 01 "",_, DT ..___zed aan_ _1Cft ,..,Ita in ~ . ., -- tIl - --'- w.... ''''''' ..._. aaun:_ ", __ _fdI ~ftI asamaoe _ __ 01 _Of'. . ' erac,ul'lQ. c....".....;. =--1""9. _,........ .....""'. IlImftQ. Ci__ _ ....,,"'9 of ",. ..... _..-lPf - t1l -- -_Ie III - ~ tIl - _. Sua'_lY'8n.- '" 0Uft_ .......n ....- lPf ........_ _,.. _ __ ell ...Iu". __ ..,...-. - ClI' -- - aDd Off - - -_"9 (JI oec:a 01 _ as. ....... ell .... gr_'" tIl .... __ 01 _ our._ ,- ba_1t - --. Ora,-OWl ell .... _ Ieor ,_It 01 _,.....-- _1IClUI _ _,~ _- .....---nc -,.. ~, aUf90la 10 _tICal _"'_' 110... ,....__ "n_ 01 ~ftQ. CONDITIONS The_...a _.....m _..._ 1ft. _...... ,_m.n.- __..ed...___....tnIIW'......-_oaa""IWeanrrw:--tIW_-'......-.... EXCLUSIONS _ eII""'- __....."eotm..,_lO.c.""4n'I""" _1011'- ...en.. I!;"' D_.- ~__ -. -- .-c.._......__...-..-'CO" -,..,..,. 9,_ctllClUI'O '" ,... GeCl<S...a .,..... __"'... f,om aiu..... ......I'lQ. ""nn,,- 01_--.....- -- ....-;no......---V -- - ---- _1_1..- _......'.1 PODI ~t_. _ _001..-.,., Ifte H."_ 50..... POOl 1ft........ ........~ ..., ........ ",_,-, "'--'"9. ""'"1"'0 0If ---v _or:eut torIW__ft_ t1I- __1118'_ --,- ----.,--~.....--..-..--='" _t.,oal '" _ .............,..., ~ - c-INCIOIf. . c::r-r'9. _''''9. _,........ ......I'lQ. ~...,._. .,...lIlI'O. IftGIItm9 ., _1'0 ell _ __ - - -- ~ ntE I"OOt. 13 ~ WITH "lWAT1Sf'/I - -- _,_ c.o..... ___ _ ___.. ___..--0 0If __ ""- ~ fJI_ c.c.mr-. CLAIM PROCEDURE _ _1Y'8..'''_..... .......lIS _.......,D"....c-mocsCll' lIIt__nall\l:a.__lWI- ....n:...- _. ..-. -'_fJlrrwCor....::lClf. -..............- ba _ WI """,_ a"" __ cr _... .0 1_ c-t,_. DftI'CI_ _ ell __ -., - !DO ell ~ 1 d m..........a. sy' DATE. ~ SIGNATURE OF CONTRACTOR OR CONTRACTOR'S AGENT epe. OJ-)~ PURCHASER PURCHASER APPLICATION FOR PERKlT CITY OF ZEPHYRIIILLS BUILDING DEPARTtlENT OWNER'S NAHR l)o~\j1<L tJ -.L ~y<:"€... (dJqllfl6W ,S-r'J 4c -'<-- PHONE 76'.3 ---/'S/o OWNER'S ADDRESS 3q ~ \.( ~ JOB ADDRESS LEGAL DESCRIPTION: LOT(S) OWCR SUBDIVISION PARCEL 1.D.' I~':'" '~Co -J.-., e>C:N,(j 005"00 001 a (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:____New Construction ----Addition ----^lteration ~epair ____Install ____Sign ---1Iove _D~olish PROPOSED USE: .:.--Single F$IIily ---1I/F _' of Units ....-HIH _ec-ercial _wdust. _Swill. Pool _Other ~estaurant & Health Departaent Approval DESCRIPTION OF WORK: BUILDING SIZE: x Square Feet, Height RESIDENTIAL: ATTACH (2) PWT PLANS & (2) SETS OF BUIlJ)ING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEN CONSTRUCTION. PERHlTS REQUESTED ~UILDING <::>0 $ /3'1';;' Valuation of Total Construction ~LECTRlCAL AIIP Service Florida Power Corp. N.R.E.C. ---1IECHAIIlCAL $. Valuation of Mechanical Installation --YLutlBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: ----Block _Fr_e _Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PRO.JECl IN FLOOD ZONE AREA'l YES NO .......................................... Signature GP'TR4GJOR SECTION d ----' I} ^ cotIPANY ; '0..( ( c~ 6 U(/ \ State Cert., or Regist. . CflLo~n '" v City License Registration' ~.;) u .......................................... .. BUILDER ELECTRICIAN (\ ~/, . SignAture .JU./l'hA /~ COMPANY j) c:'ivi'vl '., 'laz. N N L{ ~ I '\r ~ State Cert. or Regist.' (. 1 \ /'2:7; City License Registration' , ......................................... be -c:c. 6: '1.f. PLutlBER COMPANY State Cert. or Regist. . Signature ~ City License Registration . .......................................... COHPANY--1d Ct '-1.-< (-<'7 /f-Ji~ '-, '- ' . State Cert. or Regist. . ~ Signature City License Registration . ........................................ OTRRR COMPANY State Cert. or Regist. . Signature City License Registration . .......................................... APPLICATIOH APPROVED BY PBRHlT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to 'deed restrictions' wbich lay be lOre restrictive than City regulations. Tbe undersigned assUIBS responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the OlDer and contractor laY be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requirelents laY apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611. \ FurtherlOre, if the owner bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the 11 Con tractor Sectionsll of this a~plicat1on for whicb they will be responsible. If you, as the OlDer sign as the contractor, you are indicating that JOU, ratber than the contractor, are responsible for the work. If the contractor lIishes you to sign as contractor that lay be an indication that be is not properly licensed and is not entitled to permtting privileges in the City of Zephyrbills. ' C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of IIFlorida's Construction Lien Law - 8oIeoImer's Protection Guidell prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is 8OI8ODe other than the lIownerll, I certify that I bave obtained a copy of tbe above described docUleDt and prOlise in good faith to deliver it to the lIovner. prior to COll8DCel8Dt. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in COIpliance with all applicable laws regulating construction, loning, and land developlent. Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas COIIenced prior to issuance of a perlit and that all work will be perfoIJed to l8et standards of all lalls regulating construction, City codes, loning regulations, and land developleDt regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDleDtal agencies IaJ apply to the intended work, and that it is IY responsibility to identify wbat actions I lust take to be in COIpliance. Such agencies include but are not lilited to: I Departlent of EnvirODleDtal Regulation - Cypress Bsybeads, Wetland Areas and EnviroDleDtally Sensitive Lands, lIater/llastewater Treatlent ' I Southwest Florida lIater HanageJellt District - lIells, Cypress Bayheads, lIetland Areas, Altering lIatercourses . ArlY Corps of Engineers - Seawalls, Docks, lavigable lIatenays . Departlent of Health , Rehabilitative Services, EnvirODleDtal Health Unit - lIells, lIastewater Treatlent, Septic Tanks . US EnvirODleDtal Protection Agency - Asbestos abat8lent I also certify that, if fill laterial is to be used in Flood Zone "All or IIA,etc.II, it is understood that a drainage plan addressing a IIcOlpensating volOl8' will be sublitted wbich is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued sball be construed to he a license to proceed with tbe work and not as authority to violate, cancel alter, or Bet aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every peIilit issued shall beCOl8 invalid unless tbe work authoriled by such perlit is cOllenced within slllODlhs of issuance, or if work authoriled by the perlit is suspended or abandoned for a period of sillOntbs after the tile the IIOrt is cu.enced. One 90 day atension of tile, lay be allOlled for the perlit with fee charge of $15.00. !be extension shall be requested in llriting to the Building Official. An approved inspection lUst be logged during each slllOnth period, or the profect lIill be considered abandoned. WARIING TO OWIlR: YOUR FAILURE TO RICORD A' 10Tia OF OJIMIICIIIBM1' lilY RESUL! II YOUR PAYIIG niCK FOR IMPROVIIIBIl'S TO YOUR PROPERTY. IF YOU IITEND TO OBUIN FIIIAKCING, CONSULT III'IH YOUR ORDER OR AI AnORlEY BEFORE RICORDIIIG YOUR KOTICI OF COMMKNCEIIEHT. JOBS URDER $2,500 II VALUE DO NOT IEED fO RECORD AID POSt A 'NOTICE OF COHHDCBMBIIIII. ~L Jj~ ~, SIGNATURE: ~ O~ AGBNT ' CONTRACtOR STATI OF FLORIDA COOlfJ' OF ~~ The forego ng instrument was acknowledged before me this //f;t7 ~' 19~ by' STAll OF FLORIDA coum OF The foregoing instrument was acknowledged before me this #~ ???~ ' 19 9~ by who is personally known to me or who has produced \\\\lIlIIIIl',,,,,/ >\\' ~ ~ as identificat!t~. d.... ~id/did not take an C?ath{~ ~ ~~,., .- (S1gnature~ 1 ~.,.'... ~ j it -;PI A- v A),q ytiift'7K~ftt6D ~ L. (Name ~yped, p. ,~1i:Ql' \ amped) NOTARY PUBLIC Illl(((((IJ,I1I\\\\\\\ Notary Public. State ot' j:.t-j,~ti~ DIANNA L. TRZNAUl:L M '~o. on r- MyComm. Exp. Nov. 11,199!J ,/~ II ~) 770 Comm. No. CC 159184 Notary Public. State 01 fiotida DIANNA L. TIlZNAD~L.;,/J ,;./. My Comm. Exp. Nov. 11. 19la 7/ tl7r/ I (.N<f Comm. N.o, CC 159L84 )Q9S-